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HomeMy WebLinkAbout49275-Z � � t TOWN OF SOUTHOLD 41, BUILDING DEPARTMENT TOWN CLERK'S OFFICE 00 , SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 49275 Date: 5/18/2023 Permission is hereby granted to: Bennett, Bepjw n _. p St ,160 AinslieApt 1.. .. _ _�... .._.... ..—--------- _ -� ,.. __ ._.......�..�. Brooklyn, NY 11211 To: Construct a single family dwelling with attached raised patio and inground pool as applied for per Trustees non jurisdiction, DEC non jurisdiction, Planning conditions, and SCHD approvals. At premises located at: 1220 Ninth St, Greenport SCTM # 473889 Sec/Block/Lot# 45.-6-9.2 Pursuant to application dated 3/22/2023 and approved by the Building Inspector.. To expire on .11/16/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,340.00 SWIMMING POOLS - IN-GROUND WITH FENCE ENCLOSURE $250.00 CO-NEW DWELLING $50.00 Total: ...........................................$3,640.00 ...........................................� �., . ,,,,.......� _........................................... Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 m Telephone (631) 765-1802 Fax(631) 765-9502 htt)s:L/www.soLitlioldtoNvii1 . oov Date Received APPLICATION FOR BUILDING PERMIT For Office Use OnlyDR F PERMIT NO. ✓ Building Inspector: MAR a 2023 Applications and forms must be filled out in their entirety.Incomplete SULDI � DEVI, applications will not be accepted. Where the Applicant is not the owner,an TOWN OFSOL11HOL Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Ben and Carolyn Bennett sCTM# 1000-045.00-0600-009.002 Project Address: 1220 Ninth Street, Greenport, NY 11944 Phone#:917-442-9487 Email:benneb@gmail.com Mailing Address:160 Ainslie St, Apt 1, Brooklyn, NY 11211 CONTACT PERSON: Name:Peter DePasquale (architect) Mailing Address:370 Lexington Avenue, Suite 407, NY, NY 10017 Phone#:516-383-5341 Email:Pete@gdp.work DESIGN PROFESSIONAL INFORMATION: Name:Peter DePasquale (architect) Mailing Address:370 Lexington Avenue, Suite 407, NY, NY 10017 Phone#:516-383-5341 Email:Pete@gdp.work CONTRACTOR INFORMATION: Name:North Fork Woodworks, attn: Scott Edgett Mailing Address:810 Traveler St, Southold, NY Phone#:631-298-7900 Email:scott@nfwoodworks.com DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 1,800,000 Will the lot be re-graded? ❑Yes �No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:None Intended use of property:One family residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? iiiYes 5RNo IF YES, PROVIDE A COPY. Ir ("heck I13ox A" :ells Reading. The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, 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 to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print n r DePasquale RAuthorized Agent ❑Owner Signature of Applicant: Date: g pp � • 'Z 1 Z� STATE OF NEW YORK) SS: COUNTY OF Manhattan Peter DePasquale being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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 121 day of Atn,-�k ,20 a3 •� vap V,9n raas 4l3., Notary Public ARY PUBLIC, R 'GYg YORK O.OIV0643268 l QUALIFIED IN 8 � T TSMB ARX 2,2 6 �C ..... IEIIII C IIID ...., (Where the applicant is not the owner) Benjamin Bennett residing at 160 Ainslie St, Apt 1, Brooklyn, NY 11211 do hereby authorize Peter DePasquale to apply on my behalf to the Town of Southold Building Department for approval as described herein. 3/17/2023 wner's Signature Date Benjamin Bennett Print Owner's Name 2 l`rt � r Town Hall.Annex: Glenn Goldsmith, President 54375 Route 25 A. Nicholas l rupsk:i, Vice President r, a P.O lox 1179 y Eric `,epenou>ki Southold,New York. 1.1971 Liz Gillool Y `� � � �r- Telephone (631) 765-1892 Elizabeth Peeples 'VIA11� l)r � ° Fax (Hell) 765-6641 qu BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 3, 2023 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: BENJAMIN & CAROLYN BENNETT 1220 NINTH STREET, GREENPORT SCTM#: 1000-45-6-9.2 Dear Mr. Hermann: The Southold Town Board of Trustees reviewed your letter dated January 23, 2023, along with the survey prepared by Scalice Land Surveying, last dated January 20, 2023, and determined that the proposed construction of a single-family dwelling (to be connected to Greenport Sewer District), a swimming pool, and a tennis court on the captioned property are out of the Wetland jurisdiction under Chapter,275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard ,area (Chapter 111) no permit is required. All mature trees should be protected durin construction activities. /any construction activity or disturbance seaward of the limit of Trustee jurisdiction will require an application for full permit. Additionally, any structure proposed seaward of the line of jurisdiction will require a permit as well. With any future permits it would be looped favorably upon if there was a plan for tree replacement and a non-turf buffer. Please be advised, however, that no clearing, no removal of vegetation, no cut Or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, 2 and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Glenn Goldsmith, President Board of Trustees GG:dd Scott A. Russell -ISIJFrQ'r ST01KMWA\' IER. SUPERVISOR MA..NA�GJEM1ENT SOUTHOLD TOWN HALL-P.O.Box 1179 v' T ]A 53095 Main Road-SOUTHOLD,NEW YORK 11971 1 own o Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM FF7[F___ ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - — - - — -- - - - - - - - - - - — - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Peter DePasquale Date: 3/28/2023 Mint) (Signa I w e) Contact Information: Pete@gdp.work//516 383 5341 (E-Mad 8 Telephone Numher) Property Address / Location of Construction Site: 1220 Ninth Street, Greenport NY 11944 S.C.T.M. #: 1000 District 045.00 0600 009.002 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT R Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Re uired! - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is E uired! - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Buildin Permit. - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S_ Permit through the Southold Town En ineerin De artment Prior to Issuance of a Buildin Permit, 7 Reviewed B.n y � Yl Date: 7 PORM # CMCP-T(1Q nrrnhar 7n i R NEW YORK s m'TE DEPARI TIENTOF ENVIRO�,HAEFJTAL CONSFRVAP[ON Diviskm ofF.:nvironimclnta�Peniflis,Reg4)s I `AJNY a i SU.pny Mook,50 Chdo Rload,Stony Rmok,NY 11790 R(6 31)444 0,365 1 F� 444 0'360 ny.gov LETTER OF NO JURISDICTION: TIDAL WETLANDS ACT & NOTIFICATION OF POSSIBLE ENDANGERED SPECIES ACT JURISDICTION March 14, 2023 Benjamin Bennett Carolyn Bennett 160 Ainslie St., Apt. 1 Brooklyn, NY 11211 Re: DEC# 1-4738-04937/00001 Bennett Property: 1220 Ninth Street SCTM# 1000-45-6-9.2 Dear Applicant: Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the subject property landward of the line labeled "top of slope", as shown on the survey plan prepared by Scalice Land Surveying, last revised 1120/2023, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be advised that DEC has documented the summer occurrence of the Northern Long Eared Bat (NLEB) (Myotis sep ten trio nalis), a species listed as "threatened" by both New York State and the US Fish & Wildlife Service, within 1.5 miles of the project location. We have determined that tree cutting at this location between March 1 and November 30 of any calendar year may result in the "take" of these endangered/threatened species or their habitat within the meaning of Environmental Conservation Law (ECL) §11-535. The term "take" is defined in part as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat. The "take" of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department issued Nk.WYORK of 1 OF L"[IV 1 r 0 1111-1 a 111 a pursuant to ECL §11-535. In order to avoid an Endangered Species "take," we recommend that no tree cutting activities be conducted at the project site between the dates of March 1 and November 30 of any calendar year. If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations, please contact the Regional Wildlife Manager at (631) 444-0310. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin Kispert Permit Administrator cc: En-Consultants BMHP Wildlife file The Northern Long-Eared Bat Needs Your Help! r Please be advised that DEC has documented the summer occurrence of t`" y - the Northern Long Eared Bat (NLEB) (Myotis septentrionalis), a species listed as "threatened" by both New York State and the US Fish &Wildlife Service, within 1.5 miles of your property. A 98% decline in the �i abundance of NLEB has been observed since 2006. The Northern Long Eared Bat Story - Habitat and Decline Northern long-eared bats(NLEB), also known as northern Myotis, are primarily forest-dependent insectivores. Bats consume approximately 3,000 insects per day, including mosquitos and crop pests. They use a variety of forest habitats for roosting,foraging and raising young. In general, any tree large enough to have a cavity or that has loose bark may be used by the bats for roosting or rearing young. This species is listed as threatened because of a dramatic population decline throughout most of its range.This decline has been caused by white-nose syndrome (WNS) a disease caused by an invasive fungus that ultimately causes affected hibernating bats to starve to death over the winter. DEC has determined that tree cutting at your property between March 1 and November 30 of any calendar year may impact the bats in your area, and may result in the direct killing or injury of individual members of this protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or adverse modification of the species' habitat (these activities are defined as a "take" by the Environmental Conservation Law). The "take"of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department. In order to avoid the possibility of an Endangered Species"take," no tree cutting activities should be conducted at your project site between the dates of March 1 and November 30 of any calendar year. Depending on site conditions, it is possible that future projects on your property will not require adherence to this restricted timeframe. In some situations, an individual tree or very small trees may be cut at any time of the year without resulting in a "take" of endangered/threatened species or their habitat. If you have questions about the presence of protected species on or near your property,the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations, please contact the Regional Wildlife Manager at(631)444-0310. Please note that if you received a DEC Permit with this NOTICE,any new project on your property may require additional DEC permits. For information contact the DEC Division of Environmental Permits at(631)444-0355. For more information on the Northern Long-eared Bat, please visit: Lit p s: www. e , , pov an)rrts 1 06 11h,ir ll For more information on protective measures required for Northern Long-eared Bats when a project occurs within occupied habitat, please visit: Iitlp : www� ie n :mowa imisi Ob30 Ntrnl SYMBOL LEGEND s O s . O ' N _ r an � OI (FOR HEALTH DEPARTMENT USE ONLY) .Q) 0 J � d ISL D RAILROAD LONG AN VJ o Ti T - 564 99 a t' o i �I rAa:Imr -721 V CN rSqWj7L -114 O z o o yi a $ t€ rez rare I a.rOT o `` `1 ', e1 - x o - qq _ } io 3 - E ' N , 1pji € a - 1 i � O o§e s i :�3.. 599.56' r o 0 a§ta3axi C:(0.i.`r y1T1(tl�A'If I(f � y1 0� rAI 1�9.3 o �� O� :0:)3 Cow v J� lLZ i�i1 N p Z Iz DoWmaZI— OOVI¢oN0O of N U n a ' �ZL OY d ac maxcr rnarcmr LOTCOVERAGE o W L` - G Vof ',,... 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PaOPOfEu L.T 00w -d/se&F. ve]nc (Sy - nx OF MU•m F w D IN 1 1 h FE 40)N_ "ALL ELEVATIONS REFER TO NAVD88'DATUM - 1 /pi�� NYSIF New York state Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) ISIR ^A A A A 272628352 AMWINS BROKERAGE OF NEW YORK 200 ELWOOD DAVIS ROAD SUITE 200 LIVERPOOL NY 130$8 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER NORTH FORK WOOD WORKS INC BENJAMIN&CAROLYN BENNETT P O BOX 1407 1220 9TH STREET SOUTHOLD NY 11971 GREENPORT NY 11944 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z2280 317-5 979232 05/01/2023 TO 05/01/2024 3!14/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2280 317-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT SCOTT EDGETT NORTH FORK WOOD WORKS INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT - SU INCE FUND DIRECTOR,INSURANCI FUND UNDERWRITING VALIDATION NUMBER:840047504 IAF-0%111� NYSIF New York,state Nnsurauice If uund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AA A A A 272628352 AMWINS BROKERAGE OF NEW YORK 200 ELWOOD DAVIS ROAD SUITE 200 LIVERPOOL NY 13088 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER NORTH FORK WOOD WORKS INC BENJAMIN &CAROLYN BENNETT P O BOX 1407 1220 9TH STREET SOUTHOLD NY 11971 GREENPORT NY 11944 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z2280 317-5 979231 05/01/2022 TO 05/0112023 3/14/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2280 317-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT SCOTT EDGETT NORTH FORK WOOD WORKS INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT INCE FUND DIRECTOI�MSURANCE FUND UNDERWRITING VALIDATION NUMBER: 820364586 DATE(MMIDDNYYY) AC"C►A" "' CERTIFICATE OF LIABILITY INSURANCE 03/14/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT NAME Commercial __,§ypp'p?Kt.. _-....W._. ... Edgewood Partners Insurance Center PHONE 40 Marcus Drive 3rd Floor ;_ Q631) 390 9700 1 631) 390-9790 E TAIL mstrlcert#t l e icbrokers.com Melville NY 11747 ' W� -- °- — INSURER(S)AFFORDING COVERAGE MAIC# INSURER A:SOUTHMST MARINE AND GENERAL I 12294 INSURED INSURER B:Merchants Bonding Co Mutual Gr 457 North Fork Woodworks Inc ""- INSURER C PO Box 1407 INSURER O: Southold NY 11971 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:Cert ID 13772 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. . POLICY/EFF POLICY EXP. LTR TYPE OF INSURANCE POLICYNUMBER MM LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 1:X1 � I� Afi �.- CLAIMS-MADE i" X OCCUR Y GL2022LBB00002 01/01/2023'01/01/2024 PREM (,IiP VLWp $ 100,000 MED EXP(Any one person) $ 51000 PERSONAL&ADV INJURY $ 1,000,000 JEC ❑ r� ��EGATE $ 2,000,000 GFhTPAGCYEGXATE'LIMIT APPLIES OC' PRODUCTS-COMP/OP AGO $ 2,000,000 X OTHER& location $ AUTOMOBILELIABILITY COMBINED SINGLE LIM11' $ ANY AUTO BODILY INJURY(Per person) µ$ OWNED SCHEDULED AUTOS BODILY INJURY(Per accident) $ HIRED S ONLY NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY rParacdda $ L $ A UMBRELLALLAB X OCCUR LIEX2022LHB00002 01/01/2023'01/01/2024 EACH OCCURRENCE $ 2,000,000 X EXCESS UAB CLAIMS-MADE AGGREGATE $ 2,000,000 DEA RETENTION $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN ...... ANYPROPRIETOR/PARTNER/EXECUTNE E.L EACH ACCIDENT $ OFFICER/MEMBEREXCLUDED? ❑ N/A I (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE' $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ B Surety Bond MY6142329 01/13/2023 01/13/2024 Bond Limit $ 15,000 $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) Benjamin & Carolyn Bennett are included as additional insured for general liability coverage as required by written contract CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Benjamin 6 Carolyn Bennett ACCORDANCE WITH THE POLICY PROVISIONS. 1220 9th Street AUTHORIZED REPRESENTATIVE Greenport NY 11944 wy� ©1988-2015 ACORD CORPORATION. All rights reserved. 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RISER 08/05/23 Notes ADS S [Ell\1ONEEIR1M39 PL LC 37 WEST 37TH STREET,6TH FLOOR NEW YORK,NY 10018 PHONE: 212.317.2361 EMAIL: info@absengineer.com WEB: www.absengineer.com cd w 0 O U w J m Q U J d w Q w U 4"V.T.R. 4"V.T.R. zz 0 o TI!L z--TJIL ROOF z 0 0 4'v' 41 V O w I I m d /] Q 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" CD w w 2 2" I 2� I I 2" I 21 2" I 2" (r 2" I 2" 2" I 2" 2" 2" I 2" 2" 2" I 2„ t- 2„ I 2„ _ w LAV. I I I I SK. I LAV. I I SK. 4II I II SK I III I LAV.. II I III I LAV. II II LAV. ILAV. III II oW.M. ir ' LQ- W.C. W.C. F 0 W.C. W.C. W.C. BT. vw0n SH. SH. SH. SH. z FIRST FL. 4" 21, 2" 2" 2" 4" 2" 3" 2" 21 2"' 4" 2" 2" 411 4" 2" 2" 211 m I O cc I q" 4� p 4 4" 4. 4" q q q q q� 2 2� 04" " 4"V. m 4"S 21 2„ 2 2 � ---661 --IA 0 I r �-, w J w w w 3" 3" WALL 2" ¢— 2" 2" 2" Co C.O. I I I o I I I z 4 4"SAN. HOUSE ql' cc NEW 4"SANITARY TRAP I I I I z SEWER TO NINTH ST. 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Q w QJ z S 10 091112 ROPES S 1 ONP� F- MAY 15 GDP 1220 Ninth Street PLUMBING RISER DIAGRAM — As Noted 20 JayynStreet, Suite 906 Greenport, NY SANITARY 11.04.2022 ter P "o 212.634.93 411201 1 1 Sky(Plane Diagram East to West Section Revisions 1/16'=1'-0" No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 03 Building Permit Revision 05/02/2023 / \ Notes oo \ \ o - - nil -T L., o o 0 1 T 120'-0" 28T-0" 2 Sky(Plane Diagram North to South Section 1 4 Sky Plane Plan 1/16"=1'-0" 1/64"=1'-0" / \ East West Q East West Section 1 \ Section 2 Ch ----- - ' _ --- ---- -- I> to O PropOsedt ------ l a z O \ p --- I Story r — ' -- Residence) 20'-0" 43-0" I J 0 1 _ _ p�opem l�^e m 3 Sky Plane Diagram North to South Section 2 1/16"=1'-0" 0 0 \ 00 0 a o \ \ o 32'-0" 25'-0" Seal&Signature: GDP 1220 Ninth StreetAs indicated 20 Jay Street,Suite 906 Greenport,NY Sky Plane Diagram 05/02/2023 70W?,'Or enfMun?'r' Brooklyn,NY 11201 212.634.9384 A052 Revisions APPROVED AS NOTED �j No. Issue Date DATE B.P.# `-' 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 FEE: BY NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO a PM FOR THE Notes FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING 3. INSULATION 4. FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 1220 Ninth Street Greenport, ICY Building Permit Submission 2 2 0 3/2 0/ 0 3 Seal&Signature: GDP 1220 Ninth Street Cover 12"=T-O" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9334 AOOO NOTE-LEGEND AND SYMBOLS Project Info Revisions No. Issue Date Project Address 1220 Ninth Street DRAWING SHEET INDEX 01 For Pricing 12/02/2022 Green SUPPLY AIR DIFFUSER a:;: � � Concrete-Cut ort NY 11944 NEW YORK STATE ENERGY CONSERVATION p CONSTRUCTION CODE COMPLIANCE STATEMENT For 02 Building Permit Submission 03/17/2023 RE-TURN AIR _ Earth-Crushed Stone Zoning District R40 THE PROPOSED BUILDING REPRESENTED IN THIS Dwg No. Sheet Title Construction �q) Single Receptacle DOCUMENT IS CONSISTENT WITH THE BUILDING 00 GENERAL Notes Project Description New Single Family Residence and Pool PLANS,SPECIFICATIONS,AND OTHER A000 Cover Earth-Gravel CALCULATIONS SUBMITTED WITH THIS PERMIT A001 Drawings Index R Duplex Receptacle APPLICATION.THE PROPOSED SYSTEMS HAVE Lot Area 71,004 sf BEEN DESIGNED TO MEET THE NEW YORK STATE A002 General Notes Earth-Disturbed Lot Dimensions 110'x 554.39' ENERGY CONSERVATION CODE REQUIREMENTS. A003 Energy Conformance GFCI Duplex Receptacle-GFCI Building Coverage 13,814 sf SEE ATTACHED RES CHECK COMPLIANCE REPORT Earth-Undisturbed ON SHEET A003 Quad Receptacle 02 ARCHITECTURAL A050 Survey WP Weatherproof Receptacle Finish-Concrete A051 Site Plan A100 Basement Plan 'Ifl'R Range Receptacle Zoning Information A101 Level 01 Plan Finish-Grout JAllowable JProposed Complies Code Reference A102 Roof Plan DW Dishwasher Receptacle - _ A120 Level 01 Basement RCP Finish-Gypsum Lot Area 71,004 sf 280 Attachment 3 Buildable Area 49,454 sf - - 280-4 A121 Level 01 RCP ® Floor Mounted Receptacle-Double Lot Coverage 49,454*.2=9,891 sf 8,822 sf Complies 280 Attachment 3 A130 Basement Power Plan Finish-Plaster A131 Level 01 Power Plan • ® Floor Mounted Receptacle-Quad A200 Exterior Elevations Gross Floor Area 5,100+(.05*9,454)= 3,814 sf Complies 280-207 Insulation-Fireproofing 5,572 sf A210 Window Schedule Switch Basement - (2,970 sf) - A300 Building Sections • First Floor - 3,814 sf - A301 Building Sections 02 �2 2-Way Switch _-�-�-_--_ Insulation-Mineral Wool A400 Wall Sections Principal Building Zoning Setbacks A420 Exterior Details • SS Smart Switch Insulation-Rigid Front Yard&Primary Front Yard 50 ft 116.5 ft Complies 280 Attachment 3 Secondary Front Yard 35 ft - - 280 Attachment 3 A421 Exterior Details D Dimmer Switch Masonry-Brick Side Yard Vft 16.1 ft Complies 280 Attachment 3 Both Side Yard 5ft 36.1 ft Complies 280 Attachment 3 Rear Yard 50 ft 105.5 ft Complies 280 Attachment 3 02 Structural K Keypad L� S-100 FOUNDATION PLAN Masonry-Concrete Block Principal Building Height 35 ft 12 ft Complies 280 Attachment 3 S-101 FIRST FLOOR PLAN �C Combo Switch S-102 SECOND FLOOR PLAN Masonry-Stone Cut 4 TV Connection AccessoryStructure Zoning Setbacks S-200 FOUNDATION DETAILS • g S-300 FRAMING DETAILS • Q Metal-Steel Side 20 ft 20 ft Complies 280-15B S-301 FRAMING DETAILS • Smoke Detector TV Rear 20 ft 447.2 ft Complies 280-156 S-302 TYPICAL FLOOR FRAMING • Wood-Cut Accessory Structure Height S-303 TYPICAL ROOF FRAMING • -- — Membrane Waterproofing Proposed 16 ft 11 ft Complies 280-15A S-400 ISTEELDETAILS • SIM Wood-Face 1 Wetland Boundary Setbacks A101 Elevation/Section Residence 100 ft 105.5 ft Complies 275-3D Wood-Plywood Cut Driveway 50 ft 155 ft Complies 275-3D Sanitary Leaching Pool(cesspool) 100 ft n/a - 275-3D Spot Elevation(Elevation/Section) Septic Tank 75 ft n/a - 275-3D Spot Elevation(Plan) T.0.SILL 0 Elevation Marker 0'-0" Project Team 101 Room name Room Name,Number,Area 150 SF 101 Door Tag DESIGNER: ARCHITECT: STRUCTURAL ENGINEER: GARNETT DEPASQUALE PROJECTS PETER DEPASQUALE ARCH,PLLC DILANDRO ANDREWS ENGINEERING,PLLC 0 Window Tag 370 LEXINGTON AVE 370 LEXINGTON AVE 158 COUNTY ROAD 39 SUITE 407 SUITE 407 SUITE 10 BROOKLYN,NY 10017 BROOKLYN,NY 10017 SOUTHAMPTON,NY 11968 1i Partition Tag CONTRACTOR: LANDSCAPE ARCHITECT: OWNER: 01 Keynote NORTH FORK WOODWORKS,INC. PROJECT PLANT BEN BENNETT,CAROLYN BENNETT 810 TRAVELER STREET 56755 MAIN ROAD SOUTHOLD NY 11971 SOUTHOLD,NY 11971 F-0OX Equipment Tag NOTE-ABBREVIATIONS Plot Plan AFF ABOVE FINISHED FLOOR HOR HORIZONTAL ADJ ADJUSTABLE I.D. INSIDE DIAMETER - IN ALT ALTERNATE MAX MAXIMUM A.V.B. AIR VAPOR BARRIER MIN MINIMUM BLKG BLOCKING NIC NOT IN CONTRACT BLDG BUILDING NTS NOT TO SCALE l BO BOTTOM OF OC ON CENTER CAB CABINET OPNG OPENING _ - ' " "Asia s Light C.J. CONTROLJOINT OH OVERHEAD " " " Permeable Driveway CL CLOSET OPP HND OPPOSITE HAND _ � Wells l o CLG CEILING PNL PANEL _ I is lk�eb lco CLR CLEAR PTD PAINTED $17 _ ! N CMU CONCRETE MASONRY UNIT PLYWD PLYWOOD sa_ " - ' Light Proposed'1 1 j i U) z CONC CONCRETE PLAM PLASTIC LAMINATE - ' " Wells story I I CONT CONTINUOUS REQ'D REQUIRED , - Residence DIA DIAMETER RO ROUGH OPENING f l DIM DIMENSION SIM SIMILAR i DWG DRAWING SPEC SPECIFICATION " i a Proposed shed J l Attached — — EQUIP EQUIPMENT SS STAINLESS STEEL i Pod _ - EQ EQUAL STL STEEL l EA EACH THK THICKNESS l _ _ F.O. FACE OF TO TOP OF z t b_ _ — — — Plot Plan Based on FIN FINISH TYP TYPICAL �l - - Information from FL FLOOR VIF VERIFY IN FIELD o l _ — — _ Survey.SeeA050 GL GLASS UON UNLESS OTHERWISE NOTED GWB GYPSUM WALL BOARD WD WOOD l Seal&Signature: HDWAR HARDWARE W/ WITH - HT HEIGHT W/O WITHOUT R©� Apo, DoPgs, ti% `�qr n345E15 OF N�� GDP 1220 Ninth Street Drawings Index As indicated 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9384 A001 General Notes Revisions No. Issue Date 01 For Pricing 12/02/2022 1.THE A.I.A GENERAL CONDITIONS(A.I.A.DOC.A201)ARE HEREBY MADE AN ADMINISTRATIVE PART OF 29.WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS AND VARIOUS DISCIPLINES NOTIFY THE ARCHITECT OF DESIGN CRITERIA WOOD ROOF FRAMING 02 Building Permit Submission 03/17/2023 THESE DRAWINGS,AS IF HEREIN WRITTEN IN FULL. THESE DISCREPANCIES PRIOR TO CONSTRUCTION.CONSULT ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTICN IN REGIONS WHERE BASIC WIND SPEEDS EQUAL OR EXCEED 110 MILES PER HOUR ARE ALL WOOD ROOF FRAMING SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AF&PA WFCM WORK IN ANY AREA REQUIRING CLARIFICATION.IN CASE OF CONFLICT IN DOCUMENTS,SPECIFICATIONS OR DESIGNED IN ACCORDANCE WITH THE AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME CONST 2001. 2.CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL,STATE,AND LOCAL CODES,ORDINANCES,RULES GENERAL REQUIREMENTS,THE MOST STRINGENT IS TO BE REQUIRED. MANUAL FOR ONE AND TWO FAMILY DWELLING WFCM-2001(PERSPECTIVE DESIGN METHOD). Notes AND REGULATIONS INCLUDING THE CODES LISTED BELOW: FRAMING DETAILS 2020 RESIDENTIAL CODE OF NEW YORK STATE 30.EACH LEGEND REFERENCES THE PARTICULAR SHEET IT IS ON AND MAY NOT CORRESPOND TO OTHER SEISMIC PROV'SIONS RAFTERS SHALL BE FRAMED TO RIDGE OR EACH OTHER WITH A GUSSET PLATE AS A TIE.DEPTH OF RIDGE, 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE SHEETS.SEE MASTER NOTE LIST IF LEGEND REFERENCE IS NOT FOUND ON SHEET. GLAZING IN THE FOLLOWING AREAS SHALL BE TEMPERED SAFETY GLAZING:GLASS IN SWINGING AND HIP AND VALLEY RAFTERS SHALL NOT BE LESS THAN THE CUT END OFTHE ADJACENT RAFTER,AND WIDTH 2020 PLUMBING CODE OF NEW YORK STATE SLIDING DOORS AND FIXED SIDELIGHTS,TUB AND SHOWER ENCLOSURES,ADJACENT TO DOORS AS INDICATED ON DRAWINGS.SLOPES OF LESS THAN 3 ON 12 REQUIRE ADDITIONAL MEMBERS FOR 2020 MECHANICAL CODE OF NEW YORK STATE 31.THE GENERAL CONTRACTOR IS TO COORDINATE WITH THE OWNER FOR INSTALLATION OF THE OWNER'S WITHIN 24",AREAS OF GLASS GREATER THAN 9 SQUARE FEET AND LESS THAN 18"TO THE FLOOR. SUPPORT. 2020 FUEL GAS CODE OF NEW YORK STATE ALARM AND TELEPHONE SYSTEMS AND SHALL COOPERATE WITH OWNER'S INDEPENDENT CONTRACTORS. THE GENERAL CONTRACTOR SHALL PROVIDE ADVANCED NOTICE TO THE OWNER AS TO WHEN TO EMERGENCY ESCAPE AND RESCUE OPENINGS CEILING JOIST AND RAFTER CONNECTIONS 3.ALL ELECTRIC WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE RESIDENTIAL CODE OF NYS SCHEDULE INSTALLATION SO AS NOT TO DELAY COMPLETION OF THE PROJECT. HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER AND NAILED TO THE TOP WALL PLATE. AND THE APPROVED ELECTRICAL INSPECTOR.THE FINAL UL CERTIFICATE OF APPROVAL MUST BE ESCAPE AND RESCUE OPENING MEETING THE FOLLOWING REQUIREMENTS: CEILING JOISTS SHALL BE CONTINUOUS OR SECURELY JOINED WHERE THEY MEET OVER INTERIOR PRESENTED TO THE OWNER PRIOR TO FINAL PAYMENT. 32.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OR THE WORK OFTHE GENERAL 1.SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR PARTITIONS AND NAILED TO ADJACENT RAFTERS TO PROVIDE A CONTINUOUS TIE ACROSS THE BUILDING CONTRACTOR,OWNER OR ANY OTHER SUBCONTRACTORS NOR SHALL HE GUARANTEE THEIR 2.MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET.(GRADE FLOOR CLEAR OPENING 5.0 SQUARE WHEN SUCH A JOISTS ARE PARALLEL TOTHE RAFTERS. WHERE CEILING JOISTS ARE NOT PARALLEL TO 4.THE HVAC SUBCONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE INSTALLATION OF ALL HVAC PERFORMANCE. FEET) RAFTERS,RAFTER TIES MUSH BE INSTALLED. RAFTER TIES SHALL BE A MINIMUM OF 2 X 4 NOMINAL (2 X 6 EQUIPMENT AS NOTED ON DRAWINGS.ALL WORK SHALL BE IN COMPLIANCE WITH NATIONAL 3.MINIMUM OPENING HEIGHT SHALL BE 24 INCHES. MINIMUM IF ACTING AS VAULTED CEILING).IF NO RAFTER TIES ARE TO BE PROVIDED,THE RIDGE FORMED ELECTRICAL CODE(NEC),NATIONAL ELECTRICAL MANUFACTURING ASSOCIATION(NEMA),NATIONAL 33.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY CHANGES TO THIS PROJECT MADE BY OWNER, 4.MINIMUM OPENING WIDTH SHALL BE 20 INCHES. BY THESE RAFTERS MUST BE SUPPORTED BY A WALL OR STRUCTURAL RIDE BEAM.LOCATION AND PLUMBING CODE,AMERICAN SOCIETY OF MECHANICAL ENGINEERS(ASME)AND AMERICAN SOCIETY OF GENERAL CONTRACTOR OR ANY SUBCONTRACTOR OR MATERIAL SUPPLIER UNLESS PROPERLY 5.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE WITHOUT ATTACHMENT OF ALL CONNECTIONS SHALL BE DESIGNED AND INSTALLED AS PER AF&PA WFCM 2001. HEATING,REFRIGERATING AND AIR CONDITIONING ENGINEERS(ASHRAE)SPECIFICATIONS, INCLUDING AUTHORIZED,IN WRITING,BY THE ARCHITECT. THE USE OF KEYS OR TOOLS. ALL EQUIPMENT,FIXTURES,MATERIALS,ETC.REQUIRED BY STATE AND LOCAL CODES. WINDOW CRITERIA 34.THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR STAIRWAY WIDTH PROVIDE WINDOWS CAPABLE OF COMPLYING WITH THE REQUIREMENTS OF: 5.ALL PLUMBING WORK SHALL CONFORM WITH INTERNATIONAL PLUMBING CODE REQUIREMENTS AND CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES OR FOR SAFETY STAIRWAYS SHALL NOT BE LESS THAN 36"CLEAR AT ALL POINTS ABOVE THE HANDRAIL 1.LOCAL WIND AND/OR HURRICANE LOAD STANDARDS ALL OTHER LOCAL CODES,ORDINANCES AND AGENCIES HAVING JURISDICTION AND TO THE PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK SINCE THESE ARE SOLELY THE GENERAL HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF THE STAIRWAY. 2.LOCAL ENERGY CODE STANDARDS OF THE LOCAL COUNTIES HEALTH DEPARTMENT. CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. THE ARCHITECT SHALL NOT 3.DESIGN PRESSURE INDICATED ON THE STRUCTURAL DRAWINGS WITH CONSIDERATION FOR THE BE RESPONSIBLE FOR THE GENERAL CONTRACTOR'S SCHEDULES OR FAILURE TO CARRY OUTTHE WORK IN STAIRWAY TREADS AND RISERS SITE REQUIREMENTS,ORIENTATION AND LOCATION OF FENESTRATION WITHIN THE EXTERIOR WALLS. 6.WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE.THESE DRAWINGS ARE NOT TO BE SCALED. ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR MAXIMUM RISER HEIGHT SHALL BE 8 Y4 INCHES AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES. WINDOW STRUCTURAL PERFORMANCE AND ENERGY PERFORMACE DOCUMENTATION SHALL BE PROVIDED CHARGE OF ACTS OR OMISSIONS OF THE GENERAL CONTRACTOR,SUBCONTRACTORS OR THEIR AGENTS BY THE MANUFACTURER OR BY A QUALIFIED PROFESSIONAL ENGINEER ENGAGED BY THE CONTRACTOR. 7.LARGER SCALE DETAILS SHALL HAVE PRECENDENCE OVER SMALLER SCALE DRAWINGS.IT IS THE OR EMPLOYEES,OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. STAIR HANDRAILS PROVIDE LOW IRON GLASS FROM MANUFACTURER'S STANDARD RANGE. INTENTION OFTHE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. WILL BE ALLOWED FOR MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK,AS INDICATED. 35.ANY DAMAGE TO ANY EXISTING PAVEMENTS(INCLUDING PUBLIC STREETS)OR STRUCTURES TO REMAIN HANDRAILS SHALL BE MOUNTED BETWEEN 34 AND 38 INCHES ABOVE STAIR TREAD NOSINGS. MUST BE REPAIRED TO THEIR ORIGINAL CONDITION OR REPLACED BY THE GENERAL CONTRACTOR AT NO 8.THE CONTRACTOR SHALL INVESTIGATE THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING EXTRA COST TO THE OWNER GUARDS REQUIRED CONDITIONS PRIOR TO THE START OF ANY CONSTRUCTION.ALL EXISTING CONDITIONS AND PORCHES,BALCONIES AND RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES ABOVE FLOOR OR DIMENSIONS SHALL BE VERIFIED. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE 36.MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHTING COURSING,DIMENSIONS, GRADE SHALL HAVE GUARDS NOT LESS THAN 36 INCHES HIGH. SUPPORT RAILS FOR GUARDS SHALL BE ARCHITECT PRIOR TO COMMENCING WITH THE WORK. HEIGHT,ALIGNMENT,ETC.MOVE AND RELOCATE ANY PARTITIONS,WIRING,PLUMBING,AND DUCTWORK SPACED ATA MAXIMUM OF 4"APART. THAT MAY BE CONCEALED IN WALL OR CEILINGS BEING REVISED,TO PROVIDE A COMPLETE JOB IN ALL 9.CONTRACTOR SHALL VERIFY ALL DIMENSIONS&CONDITIONS ON THE JOB AND THE ARCHITECTS OFFICE RESPECTS. SMOKE ALARMS MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE HARD WIRED,INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE DRAWINGS.PROVIDED DIMENSIONS ARE SUBJECT TO ACTUAL FIELD CONDITIONS AND NO CREDITS OR 37.PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW AND EXISTING AREAS. OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS,AND ON EACH EXTRAS WILL.BE ALLOWED FOR DISCREPANCIES UP TO 2'-0" IN ANY MEASUREMENT. INSTALL AND REMOVE(AFTER COMPLETION)ALLTEMPORARY SUPPORTS,HEADERS AND DUST SCREENS TO ADDITIONAL HABITABLE STORY OF THE DWELLING PER UL 217 AND NFPA 72. ADEQUATELY SUSTAIN ALL LOADS AND PROTECT EXISTING WORK FROM DAMAGES OF ANY KIND, 10.CONTRACTOR SHALLARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE INCLUDING DUST. CARBON MONOXIDE ALARMS OCCUPANCY CERTIFICATE. CARBON MONOXIDE ALARMS SHALL BE INSTALLED: 38.FLASH,CAULK AND SEAL ALL JUNCTIONS OFTHE NEW AND EXISTING WALLS AND PENETRATIONS,TO FORM 1.WITHIN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA 11.THE WORK;SHALL INCLUDE ALL MATERIAL AND LABOR NECESSARY TO COMPLETE CONSTRUCTION AS A WATER TIGHT ASSEMBLY.ALL FLASHING TO BE 16 OUNCE AND EXTEND AT LEAST 8"ABOVE INTERSECTING 2.ON ANY STORY OF A DWELLING UNIT WHERE FUEL-FIRED APPLIANCES AND EQUIPMENT,SOLID-FUEL SHOWN ON THE DRAWINGS.ALL CONTRACTORS AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR SURFACES UNLESS OTHERWISE NOTED. BURNING APPLIANCES AND EQUIPMENT,FIREPLACES OR ATTACHED GARAGES ARE LOCATED. PROPER PERFORMANCE OFTHEIR WORK,COORDINATION WITH OTHER TRADES,METHODS,SAFETY AND PROVIDE ADDITIONAL ALARMS AS REQUIRED TO ENSURE ALL SLEEPING AREAS ARE WITHIN 15'OF A CO SECURITY ON THE JOB SITE.THE ARCHITECT AND HIS AGENTS ARE NOT RESPONSIBLE OR LIABLE FOR 39.PROVIDE SMOKE AND HEAT DETECTORS AS REQUIRED BY CODE.COORDINATE INSTALLATION LOCATIONS DETECTOR. ALL ALARMS SHALL BE INTERCONNECTED TO ACTIVATE ALL ALARMS WHEN ONE IS ACTIVATED, THE ABOVE AND SHALL BE HELD HARMLESS AND INDEMNIFIED BY ALL THE CONTRACTORS FROM ANY WITH ARCHITECT. AND SHALL BE PROVIDED WITH BATTERY BACK-UP TO COMPLY WITH UL 2034. CLAIMS,LOSSES,SUITS OR LEGAL ACTIONS ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. 40.ALL WORK SHALL BE ACCURATELY FRAMED PLUMB,LEVEL AND TRUE,WELL SPIKED AND NAILED AND FLAME SPREAD FOR WALL AND CEILING FINISHES ANCHORED TOGETHER TO FORM A RIGID STRUCTURE AND TO INSURE EVEN SETTLEMENT AND SHRINKAGE WALL AND CEILING FINISHES SHALL HAVE A FLAMED-SPREAD CLASSIFICATION OF NOT GREATER THAN 12.ALL CONTRACTORS AND SUBCONTRACTORS SHALL CARRY GENERAL LIABILITY AND WORKER'S THROUGHOUT. 200. COMPENSATION INSURANCE AS REQUIRED BY NEW YORK STATE 41.ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS INSULATION 13.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DEMOLITION,EXCAVATION,CARTING,REFUSE AND/OR INSTRUCTIONS. INSULATION MATERIAL,INCLUDING FACINGS,SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE AND THE LEGAL DISPOSAL OF SAME AS REQUIRED TO ALLOW FOR NEW CONSTRUCTION AND REMOVAL 42.RESECURE AND PROPERLY SUPPORT ALL EXISTING FRAMING AND ALL OTHER CONSTRUCTION THAT MAY MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES,ROOF-CEILING ASSEMBLIES,WALL OF ALL DEBRIS FROM THE SITE. BE AFFECTED BY NEW CONSTRUCTION ASSEMBLIES,CRAWL SPACES AND ATTICS SHALL HAVE A FLAME-SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH 14.DISPOSE OF ALL(IF ANY)HAZARDOUS MATERIAL OR ASBESTOS IN AN APPROVED MANNER AS REQUIRED 43.PRIOR TO ORDERING WINDOWS,CONTRACTOR TO VERIFY ALL DOOR/WINDOW OPENINGS. ASTM E84. BY FEDERAL,STATE AND LOCAL AGENCIES. 44.CONTRACTORS SHALL GUARANTEE FOR A PERIOD OF ONE 0)YEAR FROM THE DATE OF FINAL COMPLETION, PROTECTION AGAINST DECAY 15.ALL EXTERIOR GLAZING SHALL BE DOUBLE GLAZED AND COMPLY WITH NEW YORK STATE ENERGY CODE AND ACCEPTANCE BY THE OWNER,ALL WORK PERFORMED UNDER THEIR RESPECTIVE CONTRACTS. AREAS SUBJECT TO DECAY DAMAGE REQUIRE THE USE OF AN APPROVED SPECIES AND GRADE OF LUMBER, REQUIREMENTS. PRESSURE PRESERVATIVELY TREATED IN ACCORDANCE WITH AWPA UI.THESE AREAS INCLUDE ALL WOOD 45.CONTRACTORS ATTIME OF COMPLETION OF WORK,WHERE APPLICABLE OBTAIN FIRE UNDERWRITERS SILLS OR PLATES THAT REST ON THE CONCRETE,SILLS AND SLEEPERS ON A CONCRETE SLAB,ENDS OF 16.CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK CERTIFICATE FOR ELECTRICAL WORK AND BUILDING DEPARTMENT ACCEPTANCE AS MAY BE REQUIRED BY WOOD GIRDERS ENTERING EXTERIOR FOUNDATION WALLS. ALL WOOD IN CONTACT WITH THE GROUND DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTION AND MISALIGNMENT THEIR RESPECTIVE TRADES. SHALL BE PRESSURE TREATED. ACCORDING TO APPLICABLE CODES,STANDARDS AND GOOD PRACTICE. 46.CONTRACTOR TO EXPEDITE THE WORK AND ESTABLISH WITH THE OWNER A COMPLETION DATE. COLUMN PROTECTION 17.CONTRACTOR SHALL PROVIDE FOR ALL PROPER BRACING,SHEETPILING,SHORING,DEWATERING,ETC, WOOD COLUMNS IN CONTACT WITH OR EMBEDDED IN CONCRETE SHALL BE PRESSURE TREATED.STEEL AND THE PROTECTION AND SUPPORT OF THE EXISTING AND ADJACENT STRUCTURES AND TREES THAT 47.ALL WORK LISTED ON THE CONSTRUCTION NOTE SHEETS AND SHOWN OR IMPLIED ON ALL DRAWINGS COLUMNS'SURFACES SHALL BE PAINTED WITH A SHOP COAT OF RUST-INHIBITIVE PAINT. ARE TO REMAIN,PROVIDE FOR ALL UNDERPINNING AS REQUIRED DUE TO FIELD AND PROJECT SHALL BE SUPPLIED BY THE CONTRACTOR WHOSE BUILDING TRADE STATUS STANDARDLY REQUIRES CONDITIONS. SAME. COLUMN STRUCTURAL REQUIREMENTS COLUMNS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT AT THE BOTTOM END. WOOD 18.NOTIFY ALL CORPORATIONS,ADJACENT PROPERTY OWNERS,UTILITY COMPANIES,AND/OR LOCAL 48.THE OWNER WILL PAY FOR ALL ELECTRICAL CURRENT FOR TEMPORARY LIGHTING AND POWER.THE COLUMNS SHALL NOT BE LESS THAN 4"X4"AND STEEL COLUMNS SHALL NOT BE LESS THAN 3"cp AUTHORITIES OWNING CONDUIT,WIRES,PIPES,OR OTHER UTILITIES RUNNING TO OR ON THE PROPERTY CONTRACTOR SHALL FURNISH ALLTEMPORARY LIGHTS COMPLETE WITH ALL WIRING,LAMPS,AND SIMILAR STANDARD PIPE OR EQUAL. OR IN THE AREAS AFFECTED BY THIS CONSTRUCTION AND/OR OTHERWISE REQUIRED BY THE TOWN OR EQUIPMENT AS REQUIRED FOR COMPLETION OF WORK. LOCAL AGENCIES HAVING JURISDICTION.CAP ALL ABANDONED UTILITY LINES IN ACCORDANCE WITH CRAWL SPACE ACCESS THE INSTRUCTIONS FROM UTILITY COMPANIES OR LOCAL AUTHORITIES HAVING JURISDICTION. 49.THE CONTRACTOR SHALL INSTALL A JOB TELEPHONE AND WIFI INTERNET AT THE JOB SITE AT HIS OWN ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MIN OF 18"X 24".OPENINGS THROUGH A PERIMETER EXPENSE. WALL SHALL BE A MIN OF 16"X24".WHEN ANY PORTION OF THE THROUGH WALL ACCESS IS BELOW 19.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ANY GRADE,ANY AREAWAY OF NOT LESS THAN 16"X 24"SHALL BE PROVIDED.THE BOTTOM OF THE AREAWAY EXISTING DR'MELLS,CESSPOOLS,SEPTIC TANKS,AND UTILITIES,UNDERGROUND PIPING OR 50.ALL FINISH SURFACE PRODUCTS AND MATERIAL SPECIFICATIONS ARE TO BE VERIFIED WITH THE ARCHITECT SHALL BE BELOW THE THRESHOLD OF THE ACCESS OPENING.THROUGH WALL ACCESS OPENINGS SHALL STRUCTURES THAT MAY INTERFERE WITH NEW WORK OR DEMOLITION AND TO PROTECT SAME FROM VIA SAMPLES AND MOCK-UPS PRIOR TO ORDERING. NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE. ANY DAMAGE.THE REPAIR OF ANY DAMAGE DUE TO NEW CONSTRUCTION OR DEMOLITIONS IS THE RESPONSIBILITY OF THE CONTRACTOR. 51.THE CONTRACTOR SHALL SUBMIT ACCURATE SHOP DRAWINGS IN ELECTRONIC PDF FORMAT OF THE WOOD FLOOR FRAMING-DESIGN AND CONSTRUCTION-NYC CHAPTER 23 FOLLOWING PORTIONS OF WORK TO THE ARCHITECT FOR APPROVAL INCLUDING ALL ASSOCIATED ALL LOAD-BEARING FLOORS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AF&PA 20.THE INSTALLATION OF ALL MATERIAL AND PRODUCT SHALL MEET ALL LOCAL FIRE DEPARTMENTS WARRANTIES,ACCESSORIES AND PRODUCT DATA: WFCM 2001. REQUIREMENTS AND REGULATIONS,PROOF OF WHICH SHALL BE FURNISHED TO THE FIRE MARSHALL a.WINDOWS PRIOR TO THE INSTALLATION OF SUCH MATERIALS AND PRODUCTS. b.DOORS BRIDGING c.CABINETS AND ARCHITECTURAL WOOD WORK JOISTS EXCEEDING A NORMAL 2 X 12 SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING,DIAGONAL 21.CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA FREE FROM ACCUMULATION OF ALL WASTE d.STONE BRIDGING(WOOD OR METAL),OR A CONTINUOUS 1"X3"STRIP NAILED ACROSS THE BOTTOM OF JOISTS NOT MATERIALS OR RUBBISH CAUSED BY OPERATIONS.AT COMPLETION,THE ENTIRE PREMISES,INSIDE AND e.ARCHITECTURAL METALS AND GLASS EXCEEDING 8'-0"OC. OUT,SHALL BE CLEANED OF ALL DEBRIS AND EXCESS MATERIALS,TO THE SATISFACTION OFTHE f.CONCRETE AND REBAR OWNER,INCLUDING LABELS AND PROTECTIVE COATINGS ON ALL MATERIALS. g.POOL AND SPA DRILLING AND NOTCHING h.PHOTOVOLTAICS NOTCHES IN SOLID JOISTS AND BEAMS SHALL NOT EXCEED 1/6 MEMBER DEPTH,SHALL NOT BE LONGER 22.REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS,SIGNED BY ALL I.LIGHTING CONTROL SYSTEM THAN 1/3 OF MEMBER DEPTH,AND SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF THE SPAN.NOTCHES AT SUB-CONTRACTORS AND MATERIAL SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR. j.HVAC THE ENDS OF THE MEMBER SHALL NOT EXCEED Y4 THE MEMBER DEPTH.THE DIAMETER OF HOLES BORED 23.PERMIT FEES FOR ANY AND ALL GOVERNING AGENCIES ARE THE OWNER'S RESPONSIBILITY. THE k.GEOTHERMAL INTO MEMBER SHALL NOT EXCEED 1/3 OF MEMBER DEPTH,SHALL NOT BE CLOSER THAN 2"TO TOP OR ARCHITECTS TAKE NO RESPONSIBILITY FOR DELAYS OF GOVERNMENT AGENCIES. I.WATERPROOFING BOTTOM OF MEMBER,OR TO ANY OTHER HOLE IN THE MEMBER. m.PLUMBING 24.CONTRACTOR SHALL MAKE NO SUBSTITUTIONS OR DEVIATIONS FROM THESE CONSTRUCTION n.OPERABLE ROOF HATCH WOOD WALL FRAMING DRAWINGS WITHOUT SPECIFIC APPROVAL FROM THE ARCHITECTS PRIOR TO START OF WORK.ANY o.ELECTRICAL INCLUDING A.V.,SECURITY,TEUDATA,AND BUILDING MANAGEMENT SYSTEM ALL WOOD WALL FRAMING SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AF&PA WFCM CHANGES MADE BY THE CONTRACTOR(STRUCTURAL MEMBERS,WINDOW CHANGES,ETC)RESULTING IN 52.THE CONTRACTOR SHALL SUBMIT CUTAND SPECIFICATIONS SHEETS AND SCHEDULES OF THE FOLLOWING 2001. CODE VIOLATIONS OR CAUSING THE FAILURE OF ANY BUILDING DEPARTMENT INSPECTION WILL RESULT ITEMS TO THE ARCHITECT FOR APPROVAL- IN THE CONTRACTOR REPLACING THE COMPLETED NON-COMPLIANT WORK TO MEET THE REQUIRED a.PLUMBING FIXTURES AND FITTINGS STUD SIZE AND SPACING SPECIFICATIONS AT CONTRACTOR'S COST.ARCHITECTS WILL NOT BE RESPONSIBLE FOR CONTRACTOR b.ELECTRICAL OUTLETS,SWITCHES,AND CONTROLS ALL STUDS SUPPORTING 1 FLOOR AND A ROOF TO BE 2 X 4 STUDS 16"OC.ALL STUDS DEVIATIONS FROM THE APPROVED PLANS. c.HVAC EQUIPMENT AND CONTROLS SUPPORTING 2 FLOORS AND A ROOF TO BE 2 X 6 STUDS 16"OC. d.EXTERIOR WINDOW AND DOOR HARDWARE 25. DETAILS SHOWN ARE INTENDED TO DESCRIBE SCOPE AND PROFILE.WHERE DETAILS HAVE NOT BEEN e.ELECTRICAL EQUIPMENT TOP PLATE PROVIDED,THE WORK IS TO BE SIMILAR IN CHARACTER TO THOSE AREAS DETAILED.WHERE SPECIFIC f.ANCHORING DEVICES WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING DIMENSIONS,DETAILS,OR DESIGN INTENT CANNOT BE DETERMINED,CONSULT ARCHITECT PRIOR TO g.MORTAR AND GROUT AT CORNERS AND INTERSECTIONS WITH BEARING PARTITIONS.END JOINTS SHALL BE OFFSET AT PROCEEDING,WITH THE WORK. h.PEDESTAL SYSTEMS LEAST 24"TOP PLATE TO HAVE WIDTH EQUAL TO STUD WIDTH. 1.ROOFING SYSTEMS 26.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A CURRENT WORK SCHEDULE AT THE JOB SITE 53.THE CONTRACTOR SHALL SUBMIT SAMPLES OF THE FOLLOWING ITEMS TO THE ARCHITECT FOR APPROVAL: DRILLING AND NOTCHING-STUDS a.PLUMBING FIXTURES AND FITTINGS ANY EXTERIOR OR BEARING STUD MAY NOT BE CUT OR NOTCHED TO A DEPTH GREATER THAN 25%OF ITS 27.UNLESS SUPERCEDED BY A SEPARATE CONSTRUCTION ADMINISTRATION AGREEMENT BETWEEN THE b.GLASS,EACH TYPE WIDTH.(NON-BEARING STUDS 40%WIDTH MA)).ANY STUD MAYBE BORED OR DRILLED PROVIDING THE OWNER AND THE ARCHITECT,THE INFORMATION SHOWN ON THESE DRAWINGS CONSTITUTES THE c.STONE,EACH TYPE AND RANGE DIAMETER IS NO GREATER THAN 40%OF STUD WIDTH,AND THE EDGE IS NO CLOSE THAN 5/8"TO THE EXTENT OF ARCHITECTURAL SERVICES RENDERED TO THE CLIENT.THE ARCHITECT HAS NO FURTHER d.WOOD,EACH TYPE AND RANGE EDGE OF THE STUD,AND IS NOT LOCATED IN THE SECTION AS A CUT OR NOTCH. CONTRACTUAL OBLIGATION TO THE CLIENT BEYOND PREPARATION OF THE CONSTRUCTION DRAWINGS e.SHADE MATERIAL,EACH TYPE DRILLING AND NOTCHING-TOP PLATE REQUIRED TO OBTAIN A BUILDING PERMIT IN ACCORDANCE WITH ALL APPLIANCE CODES.IN ALL CASES, WHEN CUTTING OR NOTCHING OF THE PLATE BY MORE THAN 50%OF ITS WIDTH IS REQUIRED PROVIDE A THE ARCHITECT DISCLAIMS ANY AND ALL RESPONSIBILITY IF THE BUILDING IS CONSTRUCTED WITH GALVANIZED ME:TALTIE OF NOT LESS THAN 0.054"THICK X 1 Y2"WIDE FASTENED ACROSS AND TO THE TOP DIMENSIONS,SIZES OR MATERIALS THAT DEVIATE FROM THESE DRAWINGS PLATE AT EACH SIDE OF THE OPENING WITH(4)16d NAILS EACH SIDE MIN. I 28.THE WORK IN THESE DRAWINGS IS INTENDED TO SHOW SCOPE OF PENETRATIONS,SLAB AND WALL FIREBLOCKING REQUIRED OPENINGS REQUIRED TO ACCOMMODATE MECHANICAL,ELECTRICAL,AND PLUMBING TRADES. FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND Seal&Signature: HOWEVER,THE CONTRACTOR SHALL COORDINATE ALL PENETRATIONS,SLAB AND WALL OPENINGS HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A TOP STORY REQUIRED BY THESE TRADES BEFORE PROCEEDING WITH THE WORK. AND THE ROOF SPACE. .DERED A&C, 5, DeP,4 3 ��siti sYw kpJ-q 0,445* T�OF N�� GDP 1220 Ninth Street General Notes 12"=T-O" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9384 A002 Revisions Section runs YerlfFnd Flefd Verlfled Generated b�/ REScherClG-Web Software REScheck Software Version : REScheck-Wet? ectian plans Verified Field verified No. Issue Date # Foundation inspection tampflcz3 tamtnents,✓Assumptions # Framing,/Rough-In Insprctian Com rigs? [ommrnts,rA.,xvm tuns Value Value Value Value p p ■ a r &Rrd,fO Fr Re .ID Checklist ^'M /-��/ r 01 For Pricing 12/02/2022 Compliance Certificate Inspection C ■e k l i st 402,1 1 Condlruirc0 timemr_nt iii R- _ R-_ D::nmplir5 See lhe Ewowtrti d<Seoi6lo+. 4:?2,1 1. U•factor, U_ U-_� O amplit's See the E°rret.!L�A~fe rIiN,wc ;F4}4]= nsulatiCri R-value VVhefe Interior OD>i t Nnt tatnr far vetoes. 4D2.3.4 UMI!fof Vdr:1CS. R- R• ODrx c Nnt 02 Building Permit Submission 03/17/2023 EnergyCode: 2018 IECC 0 insulation is used,veli5cation J.•0'crroa�•`r :rRI]' ON may rred to ec'rur during D` u ONat O.crrvahir O'Jc!Anplirabit, _❑Not An Iv Requlrame!its:0.0�'o were addressed directly in the RESctteck softwareInsulat•Dri I^spectian.Not P• ahlr fe uired in warm-humid loc t s Text in the"Commert VArsumptlon5'Column is provided by this w'el-In the RrScheck Reauirement5 screen.For each in Clim,vr 7nnr 3. a 492,1 1. Gkizing U-fattnr lama-wrightcd U-_.- U•_ Q amplirs See 00 Eweek)jmA55iroiN.es Notes Project 1220 Ninth Street 402.3.1, avers el. tabir for vakles. } requirement,the user certifies that a code requirement will be met and how that is documented.tar that an exception 303 2 Condi-+orr�j basement waII rain Get 402,3,3, g OD xs Nn1 Is heing claimed.Where compliance es itemized In a separate table,a reference to that table it providt=d. p Nat Ctt rvahlr Energy Cade: 2018 IECC iFo inanul c'Ins:a'Ied re, ODtx�Nnr 4 72,5 O manu dr Liri's n•.slruclions. :FFl,21' QNr,+:Applirats"r, toratic": Greenport, New York Section 1-f Q`Jc!0:-srrvat:Ir, erified u ConSr•uctign Type; Single-family # Pre Insprctian mans Verified Field V ,Plan Rrvirw Value Value Compiles? [omrruants/Assumptions O`Jr.!Applicable Project Ty"- New Construction rSr Racj'll7 4D2.2 9 Conditioned bosement wait ft ft. O nmplie•. See the fwmlt i:e Tjenrht;rs 3D3•lt 3 U-factrirs of fr ricstratign products -amplim I D3.1. Construction drawings and ❑'nmplic.% TF061 insulation depth of bur,al or QD:>r,%Nni ta!sir Icr vatom. :fF'.41 a•e determirea in accordance OD-A-.Nnt Condi',,reel Floor Area 2,980 ft2 103.2 C cumenteUon demonstrte wit't the KrRC test roced.ife or QD}t.c Nnt distance horn top or wall. ti P Glaain Arra � Q`dct O`�crrva!:'r, taken frprn the drf.ru!t table. Q Jr.!Ot:cr`rva.;Ir g 33'st, ,PR1i1 ere*gy cede compliance for the NAY o"-crrvahir, f lim.itq Zone 4 (5572 HDD} builifing rnvrinpr•.Thrrmal O QNC!Ap lirab.r "mart Ott a"velope represen!ed on ONct Applirshlr P g Q'Sn rl r-arable P 303.2.1 A rntrcnvr covering is instal+ 402,4 1.1 Air nirrtrr a^a thermal harnrr Q::ram tire. construction documents. IF011]= to protect exposedex•e•lor DDrr-chat ,FR231' installed per ma^ctacturer's OD>rsNnt Permit Number "� inrAructions. 10311, Construction drawings and 0--implies t� nsulation and extends a h 9� O`Jc>t Otrcrrvahir Q Jai O.rrrvahir 103.2. Ct:tumentatlan demonstrate QD�Not minim i:n of 6 in below gra;dr. CrnStructinn S te• OwnerlAgent: De,,JgnerlContrartor: 403.7 ere:5y code compliance for F! � ONc!Applica!>Ii- s O`Jc!Applirabtr r i Q`Jc.!0.,grrva. r l 4D2,4 3 Fenestration t"at is not site built Q::am lies 1210 N nth Strrrt 1PR3i tighhnq and rnrchanictl systems 4D3.9 Snow-and ICr•meltmg system •^��A�T�D::nmplir- 1, � P Greenport NY rr Svsterns servog multi Ce O`Jr.!Applira>tr IF0121' controls Insta'led. ODryrc Not g 1FR20] is listed and ,, sled as r.S.2,, 4 ODrx s Not ` dwelling units must demonstrate or ha 'h'Oh1A'!CSel.lr-,pt. 21A440 enrrplianre wth the IrC-C t 'Jc e Otxrrvahir, ' tLi Q`Jr,!Ok w rvah!r { Comme•cial Provisions. D N or ha-infiPratinerate; co FJcRC Q`Jct ApplirabM i 40D t"at do not exceed rode ONc!Applica`•ir s 3D2.1, H4:&,1mg and cqolirg equipment is Hea!mg He7ang Q amps rs Additional CommentslAssumptions: IC-its- totr�harcc: ' xim.in S f'�C. 0.40 Vat.-51 .:.. 0.33-.µ v 4D3.7 sized per ItCCA Manual 5 Cased Btulhr Btulltr ❑D:}rt Nnr -002.4 5 1[-ratio retr55rd lighh^;/irturrs Q nmplir- 2.7758cttrrThanCaCc .. ,.._. .vaxrmunUF- B97 Yavil4. 5T8 v�"_-._. __.._... ..._.. .-.._-.._.__......._..,, - > IFR161' seaieo at housingAnte+for t:rish The'it eett.+'Jr Al-rse Ttq,,Ccne-led req -t,00&ck�ow In U"ny+:rtt MQ tiNr-!6 tdse'r Cn cwt'trbl!OR r.4". IPR21 Q�'l loads calculated tY_`r ACCA Cooling; C'nnling: Nee Obirrvah!r ^ r - f Q+j'�`"L Not It CM N:?'provacarest:�+rt.�or e•+c�-,rr use ar crt MW ve-0a mr+m.r•{xe ti:.+•e. rr Manun']or other merger(; Btulhr_ Btuthr_ Q. t a dlabe.Ird to indicate�2A[rT1 aeoroved by t^e Code ott clal ON&Applirah r icakagr at 75 Pa. QNr.!OE;rrvab!r Vzirdr t•a!r-iJS are rr.longer con•r?rrrri in t*r 1,14 Pr pr*fyr.incr corn:'i,1nrr path in P.FSchrrk Ci(:h asser-r,'y In the sceci'led cl,male zone^rjst meet tr e minmu n erergy code Ins u;lion R-va't a and depth requirements. Nr.Aprdira!•!r 03.3 1 Supply and return di CtS in att,r5 Q::nmplir- Additional Comments/Assumptions:tions: !FR121' insulated>-R-8 where duct Is Ork-rs Not P >=3 inches in dia peter and>= R-6 whrrr, c 3 inrlu s.Supply and ONc!Ot-.rrvah!r Envelooe Assemblies return ducts In other portions of ONc Applira!:Ir, 1 the bu,Iding insulated>=R-6 for w R 4? for K 3 Inc tes I^diameter 4D3.3 2 Oi.icts.a r rand lers and filter Q�nmplir, 1FR1311 boxes are sealed with Cell no:Flat Cell:Nor Sic ssorTruss 2,98C 24.5 15.0 0.025 17.02E 75 77 jointslsean•s comaliant with ODD Nnt tl Intrmat-0^i'Mrrhan.•al Card,or QNc!Otxrrvahlr Wall:'A'ood Frame,16"o.c. 3.070 19.0 0.0 O.CEO 0.060 121 121 rntemaC4ra`Residential Cv^e,as DNc!Applira"'r DN+r:5olid Door lunder 50%glaz'nq) 26 0.640 0.320 17 8 aaplicat:!e. Glas!.Dows:Gists Doge{aver 501i guar r;;r 397 0.310 D.320 123 127 g - p 403.3 5 Ruildtn eavtirs air not used as :,rain lie: SHGC:0,32 1FR151' ducts or plenums. ❑Dore Not W m1i>w-%Vaud rra•ne di QNc!p rrrvahlr S14GC:0.33 629 0.290 0.320 1112 241 ❑Net ApplicablF, Ra•,rmrnt%V,71':Snlief Crncreir ry Macanry 403.4 HVAC piping conveying fl.nds k- R- ^13nnmplle- I Wa'l he'Mta:9 0' (FR171' above 105 aF or ch lied t ulds Depth br�'Dw grade:8 D' J,763 O.A ID.O 0.058 1).OS$ 1F.0 163 t beiory 55 or are insu'3tf-d to rR- _ OD x-c NotIn-ils!ior,dep":13.o' � 3 ONc!Ob—I-vattir Compliance Stirernenr The proposed bu:lding design described rc•e is consistent with the building plans,sppcd•cations,and other ONe!Applira!:'r 403.4 1 Protr-ctmn of insulation on HVAC Q rain lie calculations submitted rrlth the permit application.The proposed bu ldlnq has been designed to meet the 2016IECC requirements In 1FR241' of inq p RCScbe:k Vri%ion:REScheck-Vorlt and to comply with the mandatary requirrnii li%!od in the.RES0?rck IrsprctioM Chetkli%t. p DD-A,,%Wit rk ON&0--rvahir ONct Applicab!r a•nr,-s irc gnaturr Darr 403.5.3 Hc!water p pr5 are in ;latrd a R-t- rv..-, R•— Q::omplir- IFR1B]} rn.-3, ODnrc Not A.r O`k!Ot:+r rust>'r O`4c!Applirahir 1 g _-.. ..............._-p_....._........_..._..t_..!_ .._r.p .._.�.., .._.. _ } 1, .., ....... _..f� p p .t .w Impact(Tier 3l 1 Hr h FMpart ITrer 1} 2 Med uM Im act{Ter 21 3 Low Im act Tier 3] 1 H.qh impact ITrer 1) 2 Med um Im act(Tier 21 3 Law Impact(Tier 31 1�Hrgh tmp3ct ITrer 1} Mod ur+lrrtpact{T+er 21 3 Loµ} Project Title:1270 Ninth Street Report date; 0313403 Project Title:1270 Ninth Street Report date: 03114,73 Project Title-1270 Ninth Street Report date: 03114,'23 Project Title:1770 N.nth Street Report date: 03?14,'23 Data hltinam+- PagP I of 9 Data filename- Noe 7 of 9 Oata filename: Page 3 of 9 nata filename: Page 4 of 9 Section Section Section Section plans Veriflari FlPtd Verlfled r rfan5 Verlf€ed FlPtd Vexrlfled r Plans Variflr+d FIPId Verlflad rl eras Verlttad Field Verlfled # Framing J Raugh•In Insprcclan CompPins. Commants,Assumptions # Ire:elation insprctFon Compfiaz. tommrnt.,Assumptions # Final I'nsprrtlan PmvFsions Complirs7 CommrntnlAssumptions it Final Inspection Provisians Cam rirz? Commnrrts!Assum tuns Value Value Value Value Value Value P P eG Ftr_rl.lD tC Resl.tn _ C. Rnr{,t0 Value Val;te 403,45 Automatic-or gravity dampers orr, Q:'nmpfir- (303.1 All im5-j led insulation is Inheled O::nmplies ( 02,1 1. r•'ril.ng irStllaHgn R•valne R- R• - Ornmplir- See 1!rr ftivat;tr dyie+rn!.?s 303,3 Man,ILirtUrnr martva°s for r O om his P' (fRI91' installed on a!I ou:dcor air ODra Not 3i IN131" ar the Insta'led R-Va'Les O:'as:K Not R 4 '2.Z.1, (]waned [�World OD -c Nnt "avtr rcr vetzim. IF1161' mecNin1cal and water heatlnq ODars Nnr g intakes amid exhausts. Nct Otrrrva`!Ir t r provided. Jr,!O crrva!sir C 1402.2.2, StrN Strrl systeris have been provided. D D' � [� - QNct ot:srrv:fbtr . ONc!ApplicartIr ONc!Ar. Iira°!Ir g t;' r, i 432.2 fi Jr.!0.crrva!:'r p i,Flll� ONct Applira. r Additional CommentSlAssumptions: 4D2A 1. Wall rrsulitinn R-value if this is a R-_w_ R- nm lie. See the Envol:Lve As>erdV.ws � ONa!Applira..!r Or p Additional CommentslAssum tions: 4 2.2.5. mass N'a'I with at least 44 4t the ,(�VJonrd (�Vlagd Q:?rrt Not Jablr Fin vdlres. P 402.2.6 wall insu'miun on the wall 3D3.1 1 1, Cri!rag rrsullntion in5tal'rd err O-nmplir- :IN31' extrn7r,the exterior insularrn Q M.7,s 0 M,7>5 QNc!Ot—rvablr 303.2 manutaCL'rer's instructions. Steel Steel hi i OD art FJnt t2 requirement applies(FRlt)t O Jc!Applira.:r r,2]' Blown insulation n a ked eve•y e 300 ftj, ONc!Ot:srrvalslr QNct Applirat:ln 303,2 v9alf rr3ulatinn is inst ll!M prr C)-nmplirs 40Z,2.3 Vented attics with air prrn',calJ!e O_nmplir- it IFF221' insulation Include tarle ac'lacent QD;xs Nnt INaI ntanu•ar.Lrers instructions O,7rx s Not e ID saffiL art:save vents that t QNc!Oharrvahir QNc!Olxr vahlr extends over zn-ulnricn O`Jc!Applirah'r _ RO`k!!Applira".:'r 4;)2.2 a attic access hatch and cacr A-__ Ft-^ Q'nmplir-; Additional Comments/Assumptions: ;1`131' insulationa:R-value ad the ODx Not adjacent asien•bly. - Q`JN.Otxrrvahir : O'ka Applira!:'r 4D),4 1 2 Rlowrr d:or tr5t @ 5:)Pit ­5 ACH 50- ACH 30- OFnmrlir% 'Fi17jl ach to Climate Zones 1-2.ansd T_.v. rv_ OD-A-Not s=3 ach in Climate tunes I.F. ONc!Ot--va'Ar ONat Applirat'r, 4:)3A 3 Durts are pressure tr5ted to cfmrtnr cimrinn O' amplirs Ft27]` deterrrine at leakacle with QD x-%Nnt e tl,er:Rough-in trsl:Total QNr•O rrvahir Irakngr mfa.tmrd with a Pressure d!'terential of 0 1 inch ONca Applira"", w.g.across the systen'including the manufarturrr's air h.+nilrr e^closure If install-3a at time of test.Postconstruct'on test:Tota I Irakagr•mra-u•r 1 with a pressure differential of 0 1 inch w.g.across the entire system inrluding tt:t•manuaa<:lurr•'s air to-.ter erciosure 403.3 a Duct tiger^rss test rpsuh of.t-4 . ciml101r cimll Iln ❑rnmplirR 1FI4]' ctrrr1OC tt2 across the system or rj tt7 µ O?sec Not a=3 criwicl0 rL2 witi,out air h.arc,irr g:75 Pa.For rough-in Q`Ja!O"•u rush"r tests,verl'!cation may need to O`Jct Appllf lh!P occur during riamin Insc-ection. i 4D3,3 2 1 Air hondler leakage&7,c natr.-: O::omplirS 11`1241' by manufacturer at{,2%of ODor.Not t design a r Cow. QtJa!Ot:srrva"'r b QNct Applirah•!r 40 A 1 Programmable themn5tati; U-timplir- IF191' installed for control of pnrrarp ❑D:,e%Nnl hed!ing and cool ilg systeRls and ON-0'ri rvab!r initially srt by manufazturrr to Code spetlticattons. ONc!Applicahir 403.1 2 Heat pump thrrmosrat installed Q;:nmplie s (F1101' on heat purrs. ❑Dxc Not ONc!Ot. rvah'r O`Jc!Applicshur 403,52 CircuLthrg scriricr hat N'ltr• Q nmplir IFt111' systems have automatic or ODnrc Nat acres=Ue.manual romro!s. Q'Jc!Ottsrrvahtr ONts!Applicabir , _�._ ._..-.M. 1 tH qh lrrpact IT 1} 2 h1a_d urn Impact{Tier 21 3 Low Impact(Tier 31 1�H.qh lmpa:t ITrer 1}m p Mod urn I77pact(Ter 21 3Low Impact(Tier 3I [1(H:qh impact ITrer ly 2 Mad um Ittpact(Ter 21 [3 Low Impact(Tier 3J i �1 H,qh impact ITrer 1} 2 hind um I tpact(Tier 21 3 Low Im act%Tier 31 Project Title:1220 Ninth Street Report date: 0311403 Project Title'1270 Ninth Street Report data: 03114,173 Project Title:1270 Ninth Street Report date: 03/14173 Project Title:1270 Ninth Street Report date: 03114123 Data filename: Page 5 of 9 Data filename: Page 6 of 9 Data filename: Pagel of 9 Data fllt�nrme: Page 9 of 9 Seal&Signature: �ERED A&c DeP4s 'yiI 1?I 0345BrO yp�� F pF NfW GDP 1220 Ninth Street Energy Conformance 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9384 A003 1 Basement-Floor Plan Revisions 3/16"=1'-0" No. Issue Date 01 For Pricing 12/02/2022 OO O Op O O 02 Building Permit Submission 03/17/2023 7-0" 10'-4" 19'-41/2" 6'-01/4" 4'-11/2" 7-71/2" 30'-41/4" Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 01 02 04 Drainage Medium A2oo 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 30 08 Below Grade Insulation,XPS B.O.WELL 01 09 Below Grade Waterproofing Membrane 2'-8"AFF 10 Slab-on-grade,Refer to Structural — O 11 Slab-on-grade Perimeter Waterstop. FFFi12 Compressible Joint Filler 13 Sealant SILL ELEV 3'-0" 14 3/4"Plywood Subfloor 01 15 Floor Finish,Refer to Finish Schedule 01 3'-0, 16 Wood Blocking SILL EL. -9-_11" FFE(+14'-9"ASL) 17 Interior Finish,Refer to Finish Schedule 301 18 Galy.Steel Furring Strip 19 SS Flashing&Drip Edge SILL ELEV 20 Exterior Wall Base Trim(Azek or Sim.) 3'-0" 57 21 2x4 PT Sill Plate B.O.WELL 0 22 2x6 PT Wood Sill Plate 2'-8"AFF 57 N 23 Wood Beam/Joist Structure,Refer to Structural W-19 57 57 24 1/2"Plywood Sheathing 25 2x4 Wood Framing U 26 2x6 Wood Framing 27 Air Control Membrane-Wall Zip System w/Seams Taped 28 Sliding Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule 30 Vertical Wood Battens 5 31 Horizontal Wood Battens —� 32 Fiber Cement Shingles Attached to Vertical Battens 33 Cavity Insulation,Mineral Wool Batt,R-19 34 Wood Column Structure,Refer to Structural 35 Connection Plate w/Concealed Fasteners 36 Ceiling Finish,Refer to Finish Schedule 01 I 37 1/2"x 1/2"Reveal Reglet 301 01 38 Wood Furring Strips 0 57 I 39 2x12 Wood Framing 03 of T 40 3/4"Plywood Sheathing A2oo A2oo 41 Concrete Column Footing,Refer to Structural 01 ( 42 Roof Insulation Above Sheathing,EPS Foam Board,Sloped to Drains N 43 Roofing Membrane 0 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 ------------------------ ----------- --------------------------------- —--- ---- - ---- -, i� 45 Stone Paving,Refer to Landscape O - 4 57 46 Roller Shade 47 Gasket OR Sealant 3'-3" 02 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier 001 Basement 002 Mech Room - ( Between Foundation Wall and Untreated Wood 01 57 52 49 Sound Attenuation Insulation ' 50 Overlap At Membrane Transition 51 PT Plywood Parapet Cap 52 Roofing Membrane Cap 02 16`R 0'-T' I 53 Continuous Formed Metal Cleat 30 57 — — — — — — 54 Formed Metal Coping 4-11" - 57 55 1/2"Cementitious Backer Board 57 56 Steel Beam Structure,Refer to Structural 9' 11" FFE(+14'-9"ASL) 57 Steel Column Structure,Refer to Struct 01 I N � 66 Elevated Wood Decking 10 67 Wood Trim 01 70 Painted Wall;Refer to Finish Schedule 71 Tile Wall;Refer to Finish Schedule 72 Tile Floor-Refer to Finish Schedule 73 Concrete Floor,Refer to Finish Schedule 74 Painted Ceiling,Refer to Finish Shedule 75 Base 1,Refer to Finish Schedule _ --- � 76 Base 2,Refer to Finish Schedule —� — — 77 Wood Wall,Refer to Finish Schedule 01 01 78 Wallpaper,Refer to Finish Schedule 79 Stone Fireplace Surround and Hearth 80 Thinset Mortar on Waterproofing Membrane 81 Mahogany Pergola,Open to Above 82 1/2"Ply wood 01 01 co 83 Thinset Mortar on Waterproofing Membrane 84 Stone with Undermount Sink 85 Stone Countertop 86 Wood Stair,Tread and Riser 87 Handrail 88 Mirror LLL — — — 89 Glass Partition 01 90 Masonry Gas Fireplace 91 Custom Vanity 92 Custom Millwork,See Millwork Sheets 93 Towel Rack 94 Painted Wood Trim,See Detail A610 96 Skylight Seal&Signature: 04y��� 3, D rF> � "ail 'Y i!r MrS csj�r o a5fl` �Q F Or'� W'� GDP 1220 Ninth Street Basement Plan 3/16"=1'-0" 20 Jay Street„Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY'11201 212.634.9384 A100 1 Level 1- Floor Plan Revisions 3/16"=1'-0" No. Issue Date 01 For Pricing 12/02/2022 H O O E D C B O 02 Building Permit Submission 03/17/2023 T-0" 10'-4" 19'-41/2" 6-01/4" 4'-11/2" 1T-71/2" 30'-41/4" Notes 01 CIP Concrete Footing,Refer to Structural 94'-10" 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 01 02 04 Drainage Medium 30 A2oo I 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 1 09 08 Below Grade Insulation,XPS 50 04 03 03 40 03 03 50 09 Below Grade Waterproofing Membrane — — — — — _ — — — 10 Slab-on-grade,Refer to Structural 11 Slab-on-grade Perimeter Waterstop -0 r 11 loll Ir PN 12 Compressible Joint Filler 123 Primary�howe rimaryT let" 70 *jj��ues�tBed2 13 Sealant 23 „ _2-_= I 18 Guest Bed 3 ❑ 14 3/4"Plywood Subfloor W-06 124-1 - -- I 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking 72 20 I 15 17 Interior Finish,Refer to Finish Schedule 70 0 01 30 Y 02 ( 122 Primary Bath I 20 40 18 Galy.Steel Furring Strip 22 I 19 SS Flashing&Drip Edge 125 Prima et 20 Exterior Wall Base Trim(Azek or Sim.) ® _ 22 I 15 21 2x4 PT Sill Plate C� 20 20 C 22 2x6 PT Wood Sill Plate i 124-2 ;---- I 118-1 116-1 N 23 Wood Beam/Joist Structure,Refer to Structural I " I 20 20 24 1/2"Plywood Sheathing - , ZB 25 2x4 Wood Framing _ ' 26 2x6 Wood Framing —_ 22 j 27 Air Control Membrane-Wall Zip System w/Seams ---- I 19 Bath 3 115-2 115-1 72 I Taped W-07B 15 121 Primary Bed I - , , 115- Corrido 28 Sliding Glass Door System,Refer to Schedule 120-1 20 29 Window System,Refer to Schedule 70 —1 — — — — — — — — — — - 26— _ — — _=— — _ � — — — — — — — — — — — — 30 Vertical Wood Battens — — — _ _ 1 31 --- - Horizontal Wood Battens 50 5 32 Fiber Cement Shingles Attached to Vertical -07 I ; 70 04 I I Battens 03 79 ' I 33 Cavity Insulation,Mineral Wool Batt,R-19 I � 100 Entry ' ' 101 Living Room i I I 34 Wood Column Structure,Refer to Structural 35 Connection Plate w/Concealed Fasteners i i ( 36 Ceiling Finish,Refer to Finish Schedule 01 I I 37 1/2"x 1/2"Reveal Reglet 30 I � O i i 1100-1 -0'-2"(+14'-T'ASL) ( m i 38 Wood Furring Strips 03 I I I I 39 2x12 Wood Framing n A2oo 0'-0"FFE(+14'-9"ASL)' Ot 40 3/4 Plywood Sheathing A200 41 Concrete Column Footing,Refer to Structural 0 0 ., o I -08 51'-81/4 42 Roof Insulation Above Sheathing,EPS Foam 0 0 03 ' � � �17 01 Q52 I 05 Board,Sloped to Drains 40 i 03 40 03 40 05 05 N 43 Roofing Membrane II 16'-0" 0 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 ih 45 Stone Paving,Refer to Landscape NJ - - - - -O 46 Roller Shade I 15 70 ! 111-1 70 _0'_ 7" 20 47 Gasket OR Sealant -0'-T' -0'-1"I - 1 7 3 II (�} 113 Bikes 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier -1'i 3"((113'-6"Sea Level) I 25 0"FFE _ ,_ '• _ 1Q7 Mudroom I 0 7" (� Between Foundation Wall and Untreated Wood — W 09 — I — — — —102 Dining Room — — 72 I DN I0 '��„_ 20 49 Sound Attenuation Insulation — I _ I II y�t a ^ Q 50 Overlap At Membrane Transition 51 PT Plywood Parapet Cap i I 3 I� + 5 52 Roofing Membrane Cap 02 Sim 2 I — I I II 02 40 10 12B Trash 53 Continuous Formed Metal Cleat 54 Formed Metal ing I n 107-2 - - - - - - - JI 55 1/2' Cement t ouspBacker Board ( 106 Corridor 70 70 ❑ \ � w— --- - 1 33 Den _ I 20 22 1 - 72 3 56 Steel Beam Structure,Refer to Structural I 20 I 57 Steel Column Structure,Refer to Struct W-10 I - 105 Pantry 72 20 I 10 66 Elevated Wood Decking 24 110 B 1 67 Wood Trim a 22 108-1 0 2 12A Pool Equip 05 70 Painted Wall;Refer to Finish Schedule I 20 L - Stor - 71 Tile Wall;Refer to Finish Schedule O VA 24 Ref Pwdr Rm 109 Guest Bed 1 ❑ 110-1 I 72 Tile Floor-Refer to Finish Schedule 73 Concrete Floor,Refer to Finish Schedule 70 10 -1 15 70 111 Garage 70 112 1 74 Painted Ceiling,Refer to Finish Shedule 75 Base 1,Refer to Finish Schedule I I 106-1 20 76 Base 2,Refer to Finish Schedule F r 41 77 Wood Wall,Refer to Finish Schedule -_` m3 03 03 05 05 78 Wallpaper,Refer to Finish Schedule _ 01-01, _0,_1" 01 A. ),, 79 Stone Fireplace Surround and Hearth -1'-3"( '-6"Sea Level) -0--7" -0`-1°_ 15 ___§ 4080 Thinset Mortar on Waterproofing Membrane - .0'-6" 81 Mahogany Pergola,Open to Above -12 El _ _ W-15 `1 82 1/2"Plywood . I -0'-7" � M 83 Thinset Mortar on Waterproofing Membrane I 84 Stone with Undermount Sink 02 104 �titch�n____, _ 02 -1'-3" , 85 Stone Countertop 40 I; p p 40 86 Wood Stair,Tread and Riser pp 87 Handrail 88 Mirror W-13 W-14 89 Glass Partition 90 Masonry Gas Fireplace )03 13-6"(Sea Level) 91 Custom Vanity 92 Custom Millwork,See Millwork Sheets 01 93 Towel Rack G r 94 Painted Wood Trim,See Detail A610 C — — — — — — — — — — — — — — — — — — — — — 96 Skylight --- Seal&Signature: 04 �0 P SC ). moo ��w¢ °� ��► * Iu; r 034 585 �pQ� F�F N � GDP 1220 Ninth Street Level 01 Plan 3/16"=1'-0" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9384• A101 1 Roof Plan Revisions 3/16"=T-O" No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 Notes H G F E D C B A 01 CIP Concrete Footing,Refer to Structural T-0" 10'-4" 19'-41/2" 6-01/4" 4'-11/2" 1T-71/2" 30'-41/4" 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 01 02 04 Drainage Medium 30 A200 05 Geotextile Fabric I 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System j 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural 6 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule Roof N 16 Wood Blocking Assembly � 17 Interior Finish,Refer to Finish Schedule 41'02 N -•--Roof 30 Parapet 18 Galy.Steel Furring Strip 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) 1/2"1 V-0" 3/8"/V-0" a 21 2x4 PT Sill Plate 1/2"/1'-0" 1/2"/1'-0" � 0 22 2x6 PT Wood Sill Plate Roof Drain Roof Drain N 23 Wood Beam/Joist Structure,Refer to Structural 96 96 24 1/2"Plywood Sheathing 25 2x4 Wood Framing o ❑ 26 2x6 Wood Framing q 27 Air Control Membrane-Wall Zip System w/Seams c''`.► Taped 28 Sliding Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule 30 Vertical Wood Battens 31 Horizontal Wood Battens - o 32 Fiber Cement Shingles Attached to Vertical Battens 33 Cavity Insulation,Mineral Wool Batt,R-19 34 Wood Column Structure,Refer to Structural 0 35 Connection Plate w/Concealed Fasteners 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x l/2"Reveal Reglet 301 `r c 38 Wood Furring Strips M 39 2x12 Wood Framing 03 of 40 3/4"Plywood Sheathing A20o �� 1/2"V-0 1'-0"1/2��/ �o0 41 Concrete Column Footing,Refer to Structural / 42 Roof Insulation Above Sheathing,EPS Foam Board,Sloped to Drains Roof Drain 43 Roofing Membrane Roof 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 Parapet 45 Stone Paving,Refer to Landscape 46 Roller Shade 47 Gasket OR Sealant 81 96 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Roof ❑ q ' Between Foundation Wall and Untreated Wood Assembly 49 Sound Attenuation Insulation 1/2"/V-0" 1/2' /1'-0" `�" N 50 Overlap At Membrane Transition 51 PT Plywood Parapet Cap 52 Roofing Membrane Cap 02 53 Continuous Formed Metal Cleat 30 54 Formed Metal Coping 3/8"/V-0" 3/8" 1'-0" 3/8" 1'-0" 3/8"/V-0" 55 1/2"Cementitious Backer Board / / 56 Steel Beam Structure,Refer to Structural va"/T-o" 1/2"/V-0" \ 1/2"/V-0" Roof Drain Roof Roof Drain N 7 Steel Column Structure,Refer to Struct — > 96 Assembly 66 Elevated Wood Decking ❑ o in Roof Drain o 67 Wood Trim 70 Painted Wall;Refer to Finish Schedule 71 Tile Wall;Refer to Finish Schedule `V 72 Tile Floor-Refer to Finish Schedule � (V co `— "' 73 Concrete Floor,Refer to Finish Schedule 74 Painted Ceiling,Refer to Finish Shedule 75 Base 1,Refer to Finish Schedule -- -- - -- - �2 76 Base 2,Refer to Finish Schedule o _ 77 Wood Wall,Refer to Finish Schedule 78 Wallpaper,Refer to Finish Schedule Roof 79 Stone Fireplace Surround and Hearth Parapet 80 Thinset Mortar on Waterproofing Membrane 1/2"/1'-0" 1/2"/1'-0" 81 Mahogany Pergola,Open to Above 9 Y 9 , P N 82 1/2"Plywood • �, Roof Drain 83 Thinset Mortar on Waterproofing Membrane 84 Stone with Undermount Sink v 85 Stone Countertop 86 Wood Stair,Tread and Riser 87 Handrail _O 88 Mirror 89 Glass Partition 90 Masonry Gas Fireplace 91 Custom Vanity 92 Custom Millwork,See Millwork Sheets 93 Towel Rack 94 Painted Wood Trim,See Detail A610 96 Skylight Seal&Signature: � ��AED ARC A200 ��5 DOPA J q` �A 0'458�) t7 F OF NE�'t� GDP 1220 Ninth Street Roof Plan 3/16"=1'-0" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9384 A102 01 Basement-RCP Revisions 3/16"=1'-0" No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 01 30 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler 13 Sealant I I I 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking 17 Interior Finish,Refer to Finish Schedule 02 - - - - - - - - - -��� - - - - - - - - � - - - - - - - - ��- - - - - - - - - - - �30 18 Galv.Steel Furring Strip FZ FZ FZ 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) O I I 21 2x4 PT Sill Plate 22 2x6 PT Wood Sill Plate O I 23 Wood Beam/Joist Structure,Refer to Structural O O 24 1/2"Plywood Sheathing 25 2x4 Wood Framing FZ FZ FZ 26 2x6 Wood Framing 27 Air Control Membrane-Wall Zip System w/Seams I I I Taped 28 Sliding Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule 30 Vertical Wood Battens 31 Horizontal Wood Battens - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 32 Fiber Cement Shingles Attached to Vertical Battens 33 Cavity Insulation,Mineral Wool Batt,R-19 34 Wood Column Structure,Refer to Structural 35 Connection Plate w/Concealed Fasteners T— � 36 Ceiling Finish,Refer to Finish Schedule 01 _ 37 1/2"x 1/2"Reveal Reglet 30 I I 38 Wood Furring Strips O 39 2x12 Wood Framing of 40 3/4"Plywood Sheathing — — A200 41 Concrete Column Footing,Refer to Structural 001 Basement I 42 Roof Insulation Above Sheathing,EPS Foam Board,Sloped to Drains FZ I FZ I 43 Roofing Membrane 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 45 Stone Paving,Refer to Landscape O I 46 Roller Shade 002 Mech Room 47 Gasket OR Sealant 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition FZ ' FZ ' 51 PT Plywood Parapet Cap 52 Roofing Membrane Cap 302 0 I 53 Continuous Formed Metal Cleat O 10 0 54 Formed Metal Coping 55 1/2"Cementitious Backer Board 56 Steel Beam Structure,Refer to Structural LU O 57 Steel Column Structure,Refer to Struct 66 Elevated Wood Decking 67 Wood Trim 70 Painted Wall;Refer to Finish Schedule FZ FZ 71 Tile Wall;Refer to Finish Schedule FZ FZ FZ 0 72 Tile Floor-Refer to Finish Schedule LU 73 Concrete Floor,Refer to Finish Schedule EQ EQ EQ 3'-41/ " 74 Painted Ceiling,Refer to Finish Shedule 75 Base 1,Refer to Finish Schedule 76 Base 2,Refer to Finish Schedule 77 Wood Wall,Refer to Finish Schedule - — - — - — - — — 78 Wallpaper,Refer to Finish Schedule 79 Stone Fireplace Surround and Hearth 80 Thinset Mortar on Waterproofing Membrane FZ I FZ 81 Mahogany Pergola,Open to Above 82 1/2"Plywood 83 Thinset Mortar on Waterproofing Membrane I 84 Stone with Undermount Sink 85 Stone Countertop 4'-0" 9'-81/2" 4'-0" 86 Wood Stair,Tread and Riser 87 Handrail 88 Mirror 89 Glass Partition FS 90 Masonry Gas Fireplace 0 Wall Sconce 91 Custom Vanity 92 Custom Millwork,See Millwork Sheets O FC Surface Mount Ceiling Fixture 93 Towel Rack 0 FD Recessed Downlight-Wet Area 94 Painted Wood Trim,See Detail A610 96 Skylight 0 FA-1 Recessed Downlight-Adjustable Accent Seal&Signature: 0FA-2 Wall Washers 0 FA Recessed Downlight E Ap RC ®FE Recessed Area Light FZ 40 Surface Mount Ceiling Fixture 0. * Al FH Linear LED �q 034505 N�`f`1 y4 GDP 1220 Ninth Street Level 01 Basement RCP As indicated 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 112011 212.634.9384 A120 1 Level 1- RCP Revisions 3/16"=1'-0" No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 01 02 04 Drainage Medium 30 A200 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural FS FS 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler FA I FD $FD I I 13 Sealant — —o FA FS I 36 i 36 I FS 14 3/4"Plywood Subfloor - - - - - - - -'-i i � 15 Floor Finish,Refer to Finish Schedule r - = - - - - - - FA o FA o FA o I i i I i 16 Wood Blocking 17 Interior Finish,Refer to Finish Schedule 02 FC - — - —FCC� - — - —� - - — -� FC� — - — - � 30 122 Primary Bath b i 18 Galy.Steel Furring Strip FA o 125 Primally CI et 1 88 Guest Bed 3 116 uest Bed 2 19 SS Flashing&Drip Edge FC ' 8 -6 20 Exterior Wall Base Trim(Azek or Sim.) FS FS FS - - - - - - 1 ,� � L - - - - - - - - -+ ® Q FS I I 8 FS 21 2x4 PT Sill Plate FS , S L 1 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural 121 Prima' Bed FS FS 24 1/2"Plywood Sheathing � FA ' FA _ FA 25 2x4 Wood Framing 8'-6" 26 2x6 Wood Framing L - - _ _ -- 11 Bath 3 27 Air Control Membrane-Wall Zip System w/Seams 117 Bath 2 Taped 36 FS9 FS 115 Corridor I 28 Sliding Glass Door System,Refer to Schedule — _ — _ I _ — _ — _ - — 0 FD_ - 29 Window System,Refer to Schedule FS FS I 8'-6" I I 30 Vertical Wood Battens 8 -6 31 Horizontal Wood Battens ! 32 Fiber Cement Shingles Attached to Vertical gFS ! Battens o 33 Cavity Insulation,Mineral Wool Batt,R-19 FS iv FA- FA- FA- FA- - 20— 20-- -� 34 Wood Column Structure,Refer to Structural Fc I 2_8 35 Connection Platew/Concealed Fasteners FCp 36 Ceiling Finish,Refer to Finish Schedule 01 100 Entry 37 1/2"x 1/2"Reveal Reg let 301 101 Living Room 38 Wood Furring Strips 8'-6" 39 2x12 Wood Framing 01 40 3/4"Plywood Sheathing os A2oo FS ! ! FC A200 41 Concrete Column Footing,Refer to Structural FC OI ' II 42 Roof Insulation Above Sheathing,EPS Foam O en to Above Boar Sloe t p d, d o Drains ! I p _ I I I 36 I 43 Roofing Membrane II FS ! 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 I II j i FS 45 Stone Paving,Refer to Landscape p 18 46 Roller Shade FS FS FS FC' 102 Dining Room FE i 47 Gasket OR Sealant - L L - - - - - - - - - - - - O 113 i es 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier - - + - - - -, FE FE FE FE w i i ! i FC — — e — --o — — o- — -e — o 111 Garage - - - - - - Between Foundation Wall and Untreated Wood _ FE I 8'-6' w - 49 Sound Attenuation Insulation ° } 107 Mudroom , {b 50 Overlap At Membrane Transition L — — — — — — — — — - I FZ � I FS FS L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ; 51 PT Plywood Parapet Cap 02 c`�� EA-_20, FA:? _ FA-2� FAQ? _ _ FE b 52 Roofing Membrane Cap 30 0� 53 Continuous Formed Metal Cleat 36 F 54 Formed Metal Coping 8'-6"� I I 11 55 1/2"Cementitious Backer Board 103 Den FS D FS _ FA-1 o — _ —FA-1' _ r- _ - - - - - - e FD 56 Steel Beam Structure Refer to Structural FS F 57 Steel Column Structure,Refer to Struct - �H H 106 Corridor � I � � 105 I�antry T ' Pool Equip 36 i FS 112A to FS 66 Elevated Wood Decking FA 0_ FA _ I I 110 Bath 1 67 Wood Trim { 8'-6"' FS $ FA-10 — _ _FC 11? - — - — _ FS 70 Painted Wall;Refer to Finish Schedule L-,- - - - - - - - FZ FZ FZ - - - i I 71 Tile Wall;Refer to Finish Schedule FS 109 Guest Bed 1 FS 72 Tile Floor-Refer to Finish Schedule FS H H S FA-16 I FA-1 FZ i 73 Concrete Floor,Refer to Finish Schedule —FA-Ie FA_10- FA-1-0 FA_-1� _ _ 108 Pwdr Rm EO EQ 74 Painted Ceiling,Refer to Finish Shedule I i 75 Base 1,Refer to Finish Schedule 76 Base 2,Refer to Finish Schedule 104 Kitchen 77 Wood Wall,Refer to Finish Schedule FS I 78 Wallpaper, e h Schedule FCI er Refer to Finis g�_6" !,FCC 79 Stone Fireplace Surround and Hearth 80 Thinset Mortar on Waterproofing Membrane 81 Mahogany Pergola,Open to Above 36 82 1/2"Plywood i • � �, I ', ! j I I ! , I I 83 Thinset Mortar on Waterproofing Membrane s —FA-1� FA FA-10 FA-1� 84 Stone with Undermount Sink FS I ! ' FCO !FC,� Open to Above 85 Stone Countertop Ilil r - - - - - - - - - - - - - - - - � ' ! 86 Wood Stair,Tread and Riser Open to Above i F FS 87 Handrail S I i i , ` -Q- - - - - - - Q- ' 88 Mirror FS II ! ! i 89 Glass Partition j j ! FS 90 Masonry Gas Fireplace FS Wall Sconce 91 Custom Vanity I FC FC O I li O i 2 I 9 Custom Millwork,See Millwork Sheets I I I I I i i i I FC Surface Mount Ceiling Fixture 9 � IR 93 Towe ck j a I I I O II I i FD U Li 94 Pamted Wood Tnm See Detail A610 Recessed Downlight- et Ar W e Area O 96 Skylight O FA-1 Recessed Downlight-Adjustable Accent Seal&Signature: 0FA-2 Wall Washers O FA Recessed Downlight ED AA Depgs h'iI` A2oo ®FE Recessed Area Light 4� �� 0� �`_ 9< A Fz 4E , m Surface Mount Ceiling Fixture * Y FH Linear LED 1 034 58'� �O;N- GDP 1220 Ninth Street Level 01 RCP As indicated 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9384 A121 1 Basement-Power Plan Revisions 3/16"=1'-0" No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System ----., 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural ------------------ 11 Slab-on-grade Perimeter Waterstop --- - -- -— 12 Compressible Joint Filler 1 13 Sealant 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking ( 17 Interior Finish,Refer to Finish Schedule _ (( 18 Galy.Steel Furring Strip 1 19 SS Flashing&Drip Edge �! 20 Exterior Wall Base Trim(Azek or Sim.) p 21 2x4 PT Sill Plate If 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural ` 24 1/2"Plywood Sheathing ! 25 2x4 Wood Framing F U - s 26 2x6 Wood Framing 27 Air Control Membrane-Wall Zip System w/Seams Taped 28 Sliding Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule 30 Vertical Wood Battens r: 31 Horizontal Wood Battens 32 Fiber Cement Shingles Attached to Vertical Battens 33 Cavity Insulation,Mineral Wool Batt,R-19 34 Wood Column Structure,Refer to Structural 35 Connection Plate w/Concealed Fasteners 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet III 38 Wood Furring Strips r 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 42 Roof Insulation Above Sheathing,EPS Foam Board,Sloped to Drains 43 Roofing Membrane 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 45 Stone Paving,Refer to Landscape -- -------. ——--- 46 Roller Shade 001 Basement I ------"�; 47 Gasket OR Sealant �. 002 Mech Room 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between undation Wall and Untreated Wood 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition i I 51 PT Plywood Parapet Cap 52 Roofing Membrane Cap 53 Continuous Formed Metal Cleat 54 Formed Metal Coping 55 1/2"Cementitious Backer Board 56 Steel Beam Structure,Refer to Structural 57 Steel Column Structure,Refer to Struct 66 Elevated Wood Decking 67 Wood Trim 70 Painted Wall;Refer to Finish Schedule 71 Tile Wall;Refer to Finish Schedule 72 Tile Floor-Refer to Finish Schedule 73 Concrete Floor,Refer to Finish Schedule 74 Painted Ceiling,Refer to Finish Shedule 75 Base 1,Refer to Finish Schedule 76 Base 2,Refer to Finish Schedule 77 Wood Wall,Refer to Finish Schedule s 78 Wallpaper,Refer to Finish Schedule 79 Stone Fireplace Surround and Hearth 80 Thinset Mortar on Waterproofing Membrane 81 Mahogany Pergola,Open to Above 82 1/2"Plywood 83 Thinset Mortar on Waterproofing Membrane 84 Stone with Undermount Sink 85 Stone Countertop 86 Wood Stair,Tread and Riser 87 Handrail 88 Mirror 89 Glass Partition 90 Masonry Gas Fireplace 91 Custom Vanity 92 Custom Millwork,See Millwork Sheets 93 Towel Rack 94 Painted Wood Trim,See Detail A610 96 Skylight Seal&Signature: ,ED ARC UeP,4S,OG dA 3 fm 'z OF Nti`N y GDP 1220 Ninth Street Basement Power Plan 3/16"=1'-0" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9384 A130 1 Level 1-Power Plan Revisions 3/16"=1'-0" No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural �- �---- I_ - - --- --- n r aterst� q- Slab-on-grade Perimeter p DN 12 Compressible Joint Filler W 0 -- Primary Shower WPrimaryToilet 13 Sealant 14 3/4"Plywood Subfloor -�---j 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking 122 Primary Bath 17 Interior Finish,Refer to Finish Schedule 118 Guest Bed 3 116 Guest Bed 2 p 18 Galy.Steel FurringStrip 19 SS Flashing&Drip Edge GFCI (?GFCI 20 Exterior Wall Base Trim(Azek or Sim.) 125 PrimaryClos t+� _.. 21 2x4 PT Sill Plate 22 2x6 PT Wood Sill Plate -` -- q 23 Wood Beam/Joist Structure,Refer to Structural GFCI , r- Y GFCI 87 24 1/2"Plywood Sheathing i, 25 2x4 Wood Framing 121 Primary Bed - �''. 26 2x6 Wood Framing 27 Air Control Membrane-Wall Zip System w/Seams 119 Bath 3 Taped - - 117 Bath 2 28 Sliding Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule qp 115 Corridor 30 Vertical Wood Battens _ 31 Horizontal Wood Battens p� 32 Fiber Cement Shingles Attached to Vertical C Battens ® ® ® 33 Cavity Insulation,Mineral Wool Batt,R-19 34 Wood Column Structure,Refer to Structural 35 Connection Plate w/Concealed Fasteners 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet II II', 1 11 Living Room 100 Entry g Strips 39 2x112 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 42 Roof Insulation Above Sheathing,EPS Foam Board,Sloped to Drains j43 Roofing Membrane 44 Roof Joist Cavity Insulation,ty Sprayfoam,R-24.5 4 tone Paving,Refer to Landscape IL ..-,------ ------ - -- - ----------- ----- --- ---- .___.._.__.____._ p - --- ---- -- GFICI GFCI ---� -- 1 - -- ----- - - ---- --- ---- - 46 Roller Shade 47 Gasket OR Sealant _ L . .. 113 Bikes 48 Provide 1/2 Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood 102 Dining Room Fl-0-7-1 Mudroom 49 Sound Attenuation Insulation - (-, 50 Overlap At Membrane Transition I� 51 PT Plywood Parapet Cap F- L 52 Roofing Membrane Cap washer dryer it 53 Continuous Formed Metal Cleat $)( (—' i' i GFCIRGFCI 54 Formed Metal Coping --V 55 1/2"Cementitious Backer Board 111 Garage i 106 Corridor c7, 56 Steel Beam Structure,Refer to Structural i{ 57 Steel Column Structure,Refer to Struct 103 Den 105 Pantry . �, _ U_ 66 Elevated Wood Decking GFCI s 110 Bath 1 ,': 67 Wood Trim C, Equip& 70 Painted Wall;Refer to Finish Schedule I 71 Tile Wall;Refer to Finish Schedule 9GFCI {{ 108 Pwdr Rm 109 Guest Bed 1 _ r1 72 Tile Floor-Refer to Finish Schedule 73 Concrete Floor,Refer to Finish Schedule 74 Painted Ceiling,Refer to Finish Shedule ® - E- GFCI 75 Base 1,Refer to Finish Schedule �Y 76 Base 2,Refer to Finish Schedule _i I I 77 Wood Wall,Refer to Finish Schedule 78 Wallpaper,Refer to Finish Schedule _ f 79 Stone Fireplace Surround and Hearth j 104 Kitchen 80 Thinset Mortar on Waterproofing Membrane 81 Mahogany Pergola,Open to Above �I 82 1/2"Plywood 83 Thinset Mortar on Waterproofing Membrane -- � I'.i. -- -- ! --- - ---- 84 Stone with Undermount Sink 85 Stone Countertop 86 Wood Stair,Tread and Riser R ! 87 Handrail i ® GFCI � (P GFCI 88 Mirror - I ( 89 Glass Partition 90 Masonry Gas Fireplace ---- ' 91 Custom Vanity ---- �__.__...___! 92 Custom Millwork,See Millwork Sheets - 93 Towel Rack 177 E 94 Painted Wood Trim,See Detail A610 96 Skylight I Seal&Signature: I I ED AAC Depq (P >�i'j. p3453�' �V�• GDP 1220 Ninth Street Level 01 Power Plan 3/16"=1'-0" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9384 A131 i 04 South Ellevation 3/16"=1'-0" Revisions No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 Notes 01 CIP Concrete Footing,Refer to Structural 32 32 Top of Parapet 2 02 CIP Concrete Foundation Wall,Refer to Structural 81 12'-0" 03 Concrete Grout,Slope to Drain Top of Parapet 1 04 Drainage Medium 11'-0" 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane W- 7A 32 -11 -13 32 -14 32 ,' 32 10 Slab-on-grade,Refer to Structural 29 29 106-1 W-16 E- 11 Slab-on-grade Perimeter Waterstop 29 29 29 12 Compressible Joint Filler 13 Sealant 20 � 20 F.F.Level 01 14 15 Floor PF�sh� l oor Refer Finish Schedule 0'-0" 16 Wood Blocking 17 Interior Finish,Refer to Finish Schedule 18 Galy.Steel Furring Strip 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim Azek or Sim. 03 West Elevation � ( ) 3/16"=1'-0" 21 2x4 PT Sill Plate OO O 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing 25 2x4 Wood Framing 26 2x6 Wood Framing 27 Air Control Membrane-Wall Zip System w/Seams Taped 32 81 Top of Parapet 2 28 Sliding Glass Door System,Refer to Schedule 12 -0" 29 Window System,Refer to Schedule Top of Parapet 1 30 Vertical Wood Battens 31 Horizontal Wood Battens 32 Fiber Cement Shingles Attached to Vertical Battens 33 Cavity Insulation,Mineral Wool Batt,R-19 W_1 34 Wood Column Structure,Refer to Structural W-06 32 W-076 28 <:W-:0:8D 28 E- 28 W-12 35 Connection Plate w/Concealed Fasteners 29 29 36 Ceiling Finish,Refer to Finish Schedule 29 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 20 _ F.F.Level 01 �/ 39 2x12 Wood Framing 01-01, 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 42 Roof Insulation Above Sheathing,EPS Foam Board,Sloped to Drains 43 Roofing Membrane 02 North Elevation 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 3/16"= P-0" 45 Stone Paving,Refer to Landscape QB O O � n O Q 46 Roller Shade 47 Gasket OR Sealant 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition 51 PT Plywood Parapet Cap Top of Parapet 2 52 Roofing Membrane Cap 81 32 12'-0" 53 Continuous Formed Metal Cleat Top of Parapet 1 54 Formed Metal Coping 55 1/2"Cementitious Backer Board 56 Steel Beam Structure,Refer to Structural 57 Steel Column Structure,Refer to Struct 66 Elevated Wood Decking 67 Wood Trim LE470 Painted Wall;Refer to Finish Schedule 1 � 32 W-02 71 Tile Wall;Refer to Finish Schedule 29 72 Tile Floor-Refer to Finish Schedule - 28 28 _ 73 Concrete Floor,Refer to Finish Schedule 20 F.F.Level 01 74 Painted Ceiling,Refer to Finish Shedule � 01-0. 75 Base 1,Refer to Finish Schedule 76 Base 2,Refer to Finish Schedule 77 Wood Wall,Refer to Finish Schedule 78 Wallpaper,Refer to Finish Schedule 79 Stone Fireplace Surround and Hearth 80 Thinset Mortar on Waterproofing Membrane 01 East Elevation 81 Mahogany Pergola,Open to Above 3/16"_'I'-0" O n 4 O 82 1/2"Plywood �IJ 83 Thinset Mortar on Waterproofing Membrane I 84 Stone with Undermount Sink 85 Stone Countertop 86 Wood Stair,Tread and Riser 87 Handrail 88 Mirror 32 Top of Parapet 2 89 Glass Partition 90 Masonry Gas Fireplace Top of Parapet 1 91 Custom Vanity 81 11'-0" 92 Custom Millwork,See Millwork Sheets 93 Towel Rack 94 Painted Wood Trim,See Detail A610 \ , 96 Skylight Seal&Signature: -15 29 100-1 \ 20 ED AF?C, — F.F.Level 01 �] �5� DaRgs, h'/l 01-01, � Crawl Space F.F. *lLiX �F hfE`N GDP 1220 Ninth Street Exterior Elevations 3/16"=1'-0" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9384 A200 15-2 Revisions No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 Notes 01 CIP Concrete Footing,Refer to Structural ' 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 80 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural \ 11 Slab-on-grade Perimeter Waterstop ` 12 Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor ` 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking F.F.Basement A 1F.F.Level 01 17 Interior Finish,Refer to Finish Schedule W-19 -9'-11" W_17 -16 01-01, 18 Galy.Steel Furring Strip W-15 19 SS Flashing&Drip Edge W-�$ 20 Exterior Wall Base Trim(Azek or Sim.) 21 2x4 PT Sill Plate 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing 25 2x4 Wood Framing 26 2x6 Wood Framing 27 Air Control Membrane-Wall Zip System w/Seams -. - - -- Taped 28 Sliding Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule 30 Vertical Wood Battens 31 Horizontal Wood Battens 32 Fiber Cement Shingles Attached to Vertical Battens 33 Cavity Insulation,Mineral Wool Batt,R-19 34 Wood Column Structure,Refer to Structural 35 Connection Plate w/Concealed Fasteners 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reg let 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 42 Roof Insulation Above Sheathing,EPS Foam Board,Sloped to Drains 43 Roofing Membrane 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 45 Stone Paving,Refer to Landscape F.F.Level 01 46 Roller Shade -14 ut 4E> CM;ffD CWjAD 0'-0" 47 Gasket OR Sealant 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition 51 PT Plywood Parapet Cap 52 Roofing Membrane Cap 53 Continuous Formed Metal Cleat 54 Formed Metal Coping 55 1/2"Cementitious Backer Board 56 Steel Beam Structure,Refer to Structural 57 Steel Column Structure,Refer to Struct 66 Elevated Wood Decking 67 Wood Trim 70 Painted Wall;Refer to Finish Schedule 71 Tile Wall;Refer to Finish Schedule ` 72 Tile Floor-Refer to Finish Schedule 73 Concrete Floor,Refer to Finish Schedule 74 Painted Ceiling,Refer to Finish Shedule 75 Base 1,Refer to Finish Schedule 76 Base 2,Refer to Finish Schedule 77 Wood Wall,Refer to Finish Schedule 78 Wallpaper,Refer to Finish Schedule 79 Stone Fireplace Surround and Hearth 80 Thinset Mortar on Waterproofing Membrane F.F.Level 01 81 Mahogany Pergola,Open to Above -09 ® -076 W- 7A 01-01, 82 1/2"Plywood 83 Thinset Mortar on Waterproofing Membrane 84 Stone with Undermount Sink 85 Stone Countertop 86 Wood Stair,Tread and Riser 87 Handrail �_— 88 Mirror 89 Glass Partition 90 Masonry Gas Fireplace 91 Custom Vanity 92 Custom Millwork,See Millwork Sheets 93 Towel Rack 94 Painted Wood Trim,See Detail A610 96 Skylight Seal&Signature: 034 58`5 F.F.Level 01 �/ F�fi NEN1 W-06 -05 -04 -03 W-02 W-01 01-01, GDP 1220 Ninth Street Window Schedule 1/2"=1'-0" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9384 A210 02 Building Section at Den,Dining Room,Mudroom Revisions 3/16"=1'-O" No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 Notes 01 CIP Concrete Footing,Refer to Structural On n 02 CIP Concrete Foundation Wall,Refer to Structural O O 30 �/ / B A 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS Top of Parapet 2 09 Below Grade Waterproofing Membrane �— 12'-0" 10 Slab-on-grade,Refer to Structural Top of Parapet 1 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking 17 Interior Finish,Refer to Finish Schedule 1 33 Den 102 Dining Room \� \� 107 Mudroom 111 Garage _- 18 GaIv.Steel Furring Strip 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) 21 2x4 PT Sill Plate F.F.Level 01 22 2x6 PT Wood Sill Plate 01-01, 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing 25 2x4 Wood Framing 26 2x6 Wood Framing 001 Basement ,' 27 Air Control Membrane-Wall Zip System w/Seams Taped 28 Sliding Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule \ F.F.Basement 0 30 Vertical Wood Battens 31 Horizontal Wood Battens 32 Fiber Cement Shingles Attached to Vertical Battens 33 Cavity Insulation,Mineral Wool Batt,R-19 34 Wood Column Structure,Refer to Structural 35 Connection Plate w/Concealed Fasteners 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 42 Roof Insulation Above Sheathing,EPS Foam Board,Sloped to Drains 43 Roofing Membrane 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 01 Building Section at Kitchen,Living,Dining 45 Stone Paving,Refer to Landscape 3/16"=1'-0" 46 Roller Shade 47 Gasket OR Sealant 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition 51 PT Plywood Parapet Cap 52 Roofing Membrane Cap 53 Continuous Formed Metal Cleat _O2 54 Formed Metal Coping 6 30 5 01 4 3 02 O 2 1 55 1/2"Cementitious Backer Board 30 O Q 30 56 Steel Beam Structure,Refer to Structural i j 57 Steel Column Structure,Refer to Struct 66 Elevated Wood Decking 02 67 Wood Trim 40 70 Painted Wall;Refer to Finish Schedule Top of Parapet 2 71 Tile Wall;Refer to Finish Schedule 12'-0" 72 Tile Floor-Refer to Finish Schedule 73 Concrete Floor,Refer to Finish Schedule Top of Parapet 1 �/ 74 Painted Ceiling,Refer to Finish Shedule 75 Base 1,Refer to Finish Schedule i 76 Base 2,Refer to Finish Schedule 77 Wood Wall,Refer to Finish Schedule 78 Wallpaper,Refer to Finish Schedule 79 Stone Fireplace Surround and Hearth 125 Primary lose �� 1 1 Livin om 102 Dining Room 1 3 Den 104 Kitch I ( 80 Thinset Mortar on Waterproofing Membrane i 81 Mahogany Pergola,Open to Above 82 1/2"Plywood 83 Thinset Mortar on Waterproofing Membrane ' F.F.Level 01 0 84 Stone with Undermount Sink 0'-0" 85 Stone Countertop 86 Wood Stair,Tread and Riser 87 Handrail 88 Mirror \ 001 Basement I I 89 Glass Partition °' I I 90 Masonry Gas Fireplace 91 Custom Vanity 92 Custom Millwork,See Millwork Sheets 93 Towel Rack ' I F.F.Basement 94 Painted Wood Trim,See Detail A610 -9'-11" 96 Skylight I Seal&Signature: • �i .I � 0 -1 0.34se 4fi NIr�V GDP 1220 Ninth Street Building Sections 3/16"=1'-O" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9384 A300 02 Building Section at Guest Bedrooms Revisions 3/16"=1'-0" No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 Notes 01 01 CIP Concrete Footing,Refer to Structural 30 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 01 06 Drainage Mat With Filter Fabric 40 07 Foundation Drainage System Top of Parapet 2 08 Below Grade Insulation,XPS 12'-0" 09 Below Grade Waterproofing Membrane Top of Parapet 1 0 10 Slab-on-grade,Refer to Structural 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor I I 15 Floor Finish,Refer to Finish Schedule 122 Primary Bath 125 Primary Foset —11-8-1 G est Bed 16 Gu tt Bed 2 I 16 Wood Blocking 17 Interior Finish,Refer to Finish Schedule 18 Galy.Steel Furring Strip 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) F.F.Level 01 21 2x4 PT Sill Plate 01-0. 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing 25 2x4 Wood Framing 26 2x6 Wood Framing 27 Air Control Membrane-Wall Zip System w/Seams J Taped 28 Sliding Glass Door System,Refer to Schedule F.F.Basement 0 29 Window System,Refer to Schedule -91-11" 30 Vertical Wood Battens 31 Horizontal Wood Battens 32 Fiber Cement Shingles Attached to Vertical Battens 33 Cavity Insulation,Mineral Wool Batt,R-19 34 Wood Column Structure,Refer to Structural 35 Connection Plate w/Concealed Fasteners 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4'Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 42 Roof Insulation Above Sheathing,EPS Foam Board,Sloped to Drains 43 Roofing Membrane 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 01 Building Section at Living/Entrance 45 Stone Paving,Refer to Landscape 3/16"=1'-0" 46 Roller Shade 47 Gasket OR Sealant 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition 51 PT Plywood Parapet Cap 52 Roofing Membrane Cap 53 Continuous Formed Metal Cleat 54 Formed Metal Coping H O F 30 O Q C B A 55 1/2"Cementitious Backer Board 56 Steel Beam Structure,Refer to Structural 57 Steel Column Structure,Refer to Struct 66 Elevated Wood Decking 03 67 Wood Trim 40 70 Painted Wall;Refer to Finish Schedule 71 Tile Wall;Refer to Finish Schedule Top of Parapet 2 72 Tile Floor-Refer to Finish Schedule 12 -p 73 Concrete Floor;Refer to Finish Schedule Top of Parapet 1 n 74 Painted Ceiling,Refer to Finish Shedule i 11 -0" 75 Base 1,Refer to Finish Schedule 76 Base 2,Refer to Finish Schedule 77 Wood Wall,Refer to Finish Schedule ' I I 78 Wallpaper,Refer to Finish Schedule 79 Stone Fireplace Surround and Hearth 101 Living Room 100 Entry 80 Thinset Mortar on Waterproofing Membrane 81 Mahogany Pergola,Open to Above I I 82 1/2"Plywood 0'- 0'-0" _p�_1,� (Existing Grade) 83 Thinset Mortar on Waterproofing Membrane (Existing Grade) I Q -0'-2 84 Stone with Undermount Sink -0'-10" F.F.Level 01 �/ _1�_3 0�-01, 85 Stone Countertop 86 Wood Stair,Tread and Riser 87 Handrail 88 Mirror 001 LI asement 89 Glass Partition 90 Masonry Gas Fireplace 91 Custom Vanity 92 Custom Millwork,See Millwork Sheets 93 Towel Rack F.F.Basement 94 Painted Wood Trim,See Detail A610 96 Skylight Seal&Signature: D A,9 C Dep,�sa y� 0-34 585 OFN GDP 1220 Ninth Street Building Sections 02 3/16"=1'-0" 20 Jay Street„Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9384A301 05 Wall Section at Garage Door 04 Walt Section at Garage Exterior Wall 03 Wall Section at Living Room 02 Wall Section at Full Height Glass 01 Typical Wall Section Revisions -1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=T-0" No. Issue Date 01 For Pricing 12/02/2022 02 Building Permit Submission 03/17/2023 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS OO O O O 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 3 16 Wood Blocking 42 2 Top of Parapet 2 Top of Parapet 2 0 17 Interior Finish,Refer to Finish Schedule 18 Galy.Steel Furring Strip To of Parapet 1 To of Parapet 1 Top of Parapet 1 42 i p p p p T p I 11'-0"T.O.Structure 3 r — — -1 _ _ Top of Parapet 1 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) 11'-0" I I o 42 ( 0 11'-0" 21 2x4 PT Sill Plate T.O.Structure 10'-0" 22 2x6 PT Wood Sill Plate n 23 Wood Beam/Joist Structure,Refer to Structural 7 24 1/2"Plywood Sheathing 0 42 ICO) I I 25 2x4 Wood Framing I . J L J 26 2x6 Wood Framing 1 _ 27 Air Control Membrane-Wall Zip System w/Seams l— Taped 28 Sliding Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule 30 Vertical Wood Battens 31 Horizontal Wood Battens 32 Fiber Cement Shingles Attached to Vertical Battens 'W MIN T o 33 Cavity Insulation,Mineral Wool Batt,R-19 < 101 Living Room 0 34 Wood Column Structure,Refer to Structural ' 35 Connection Plate w/Concealed Fasteners M Cn `� 0) 9 CO 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reg let 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 5 41 Concrete Column Footing,Refer to Structural 42 42 Roof Insulation Above Sheathing,EPS Foam 4 Board,Sloped to Drains F.F.Level 01 42 1 F.F.Level 01 43 Roofing Membrane F.F.Level 01 — 01-0.0„� 42FRI 42 F.F.Level 01 42 01-01, 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 Slope slope 0�-0" s�a� � I I I I F.F.Level 01 0'-0.. � 45 Stone Paving,Refer to Landscape va per Foot 1/8„per Foot I pie"a�FIB — I 0 -11/2"T.O.Structure g� p ' Garage F.F.-0'-7" I Garage F.F.-0'-T' — 0 -0 I I -0'-11/2"T.O.Structure I 46 Roller Shade 47 Gasket OR Sealant -1'-3"T.O.Conc.Ledge 0 I -1'-3"T.O.Conc.Ledge 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier I J Between Foundation Wall and Untreated Wood 1 — — ( I ( L — J 49 Sound Attenuation Insulation 42 J — — — — 50 Overlap At Membrane Transition 51 PT Plywood Parapet Cap 52 Roofing Membrane Cap E53 Continuous Formed Metal Cleat Q �Q — — — — 54 Formed Metal Coping 55 1/2"Cementitious Backer Board 56 Steel Beam Structure,Refer to Structural r 57 Steel Column Structure,Refer to Struct o� 001 Basement 66 Elevated Wood Decking 67 Wood Trim 001 Basement 70 Painted Wall;Refer to Finish Schedule 71 Tile Wall;Refer to Finish Schedule 72 Tile Floor-Refer to Finish Schedule 73 Concrete Floor,Refer to Finish Schedule 74 Painted Ceiling,Refer to Finish Shedule 75 Base 1,Refer to Finish Schedule i 76 Base 2,Refer to Finish Schedule 77 Wood Wall,Refer to Finish Schedule 78 Wallpaper,Refer to Finish Schedule 142 F.F.Basement 462 479 Stone Fireplace Surround and Hearth 2 � F.F.Basement � 80 Thinset Mortar on Waterproofing Membrane 81 Mahogany Pergola,Open to Above I I I I 82 1/2"Plywood 83 Thinset Mortar on Waterproofing Membrane — — — — — — — — J — — — — 84 Stone with Undermount Sink 85 Stone Countertop 86 Wood Stair,Tread and Riser 87 Handrail 88 Mirror 89 Glass Partition 90 Masonry Gas Fireplace 91 Custom Vanity 92 Custom Millwork,See Millwork Sheets 93 Towel Rack 94 Painted Wood Trim,See Detail A610 96 Skylight Seal&Signature: ED ARC, DePgSQ���n * M k 034 585 y�y� NEB GDP 1220 Ninth Street Wall Sections 1/2"=1'-0" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 A400 212.634.938384 13 Plan-Sliding Door W-08 12 Section-Typical Sliding Door Head 7 Section-Typical Window Head 3 Section-Typical Exterior Wall at Roof Revisions .3'=1'-0" 3"=1'-0" 3"=1'-0" 3"=1'-0" 8 No. Issue Date Ext. 33 Int. Ext. 33 Int. 24 17 24 17 Slope 5% 01 For Pricing 12/02/2022 27 27 j' _ — — — _ 51_ 51 52 _ _ — — _ — Top of Parapet 1 02 Building Permit Submission 03/17/2023 30 - = 34 h Notes 32 32 I 01 CIP Concrete Footing,Refer to Structural - - , Slope 1/4" ` I{ per Foot 43 24 02 CIP Concrete Foundation Wall,Refer to Structural _ / �� / 03 Concrete Grout,Slope to Drain I' 04 Drainage Medium - 05 Geotextile Fabric LU 19 ,' \ _ �, 06 Drainage Mat With Filter Fabric I, > 07 Foundation Drainage System 67 i i` \ 1 I } 24 _ 08 Below Grade Insulation,XPS 53 09 Below Grade Waterproofing Membrane 42 40 M 10 Slab-on-grade,Refer to Structural Slab-on-grade Perimeter Waterstop F 12 Compressible Joint Filler ood Subffoor I - 13 Sealant 14 3/4"Plyw - - { I �' 15 Floor Finish,Refer to Finish Schedule , __ :� 11 Section-Typical Sliding Door Sill 6 Section Typical Window Sill Raised I�; r I I I 16 Wood Blocking 7—_77 __ 1 _-- ' /4 /` _=1 3"=1'-0" 3"=1'-0 j I I I 17 Interior Finish,Refer to Finish Schedule 18 Galy.Steel FurringStrip j ( Ext. Int. Ext. Int. ; I �, 44 p 19 SS Flashing&Drip Edge 28 29 23 � 20 Exterior Wall Base Trim(Azek or Sim.) 21 2x4 PT Sill Plate I 22 2x6 PT Wood Sill Plate j 1 1 1 ❑ 13 - i I 33 I 23 Wood Beam/Joist Structure,Refer to Structural 1_ F.F.Le el 01 — II - I 24 1/2 Plywood Sheathing _ I r 01-01, 67 % �i' 24 II " YW g 25 2x4 Wood Framing 26 2x6 Wood Framing 22 24 'i' 67 � I ' I 27 Air Control Membrane-Walt Zip System w/Seams 1 I 19 47 27 30 -` 1 9 1 1 i Taped 66 1 1 30 } l :' 28 Sliding Glass Door System,Refer to Schedule 1 j I I I 20 1 1 l 32 } 36 29 Window System,Refer to Schedule 1 1 I 1 18 1 1 02 32 Y -' 30 Vertical Wood Battens 1 I 1 1 i{ 17 31 Horizontal Wood Battens 33 32 Fiber Cement Shingles Attached to Vertical I I I I "' 33 17 Battens 1 I 1 33 Cavity Insulation,Mineral Wool Batt,R-19 I I I I 1 1 I I 34 Wood Column Structure,Refer to Structural 1 10 Section-Typical Window Sill-Floor 5 Section-Typical Window Sill-Casement 2 Section-Typical Exterior Wall at Grade 35 Connection Plate w/Concealed Fasteners 1 1 I I I 3"=1'-0" 3"=1'-0" 3"=1'-0" 36 Ceiling Finish,Refer to Finish Schedule I I I Ext. 15 Int. Ext. Int. 1/2" 51/2" /4" 37 1/2"x 1/2"Reveal Reglet - 38 Wood Furring Strips 1 I 1 13 15 14 29 39 2x12 Wood Framing F.F.Le 101 _ — f 33 17 40 3/4"Plywood Sheathing 1 t I I 0 -0 41 Concrete Column Footing,Refer to Structural " 24 4 eat 2 Roof Insulation Above Sheathing,EPS Foam 1 I ► 67 _1 i., 6? , _ 22 / _ Board,Sloped to Drains 1 I I 19 - 1 I 47 — 30 f" 43 Roofing Membrane I I 1 1 24 32 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 I 18 ; ; ji 67 I 22 45 Stone Paving,Refer to landscape 27 14 15 46 Roller Shade F.F.Level 01 47 Gasket OR Sealant I 1 1 1 1 1 32 I - N 0 -0 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier - _--_ - - - -- - -- - ' - Between Foundation Wall and Untreated Wood I I 17 } 22 1 49 Sound Attenuation Insulation 33 19 --i 1 - - T.O.Conc. I 1 I I _ 1 I - -1 7 - 50 Overlap At Membrane Transition Q� 47 1 51 PT Plywood Parapet Cap 1 I II I 1 1 52 Roofing Membrane Cap 1 1 11 1 1 23 49 53 Continuous Formed Metal Cleat I I I I I I I 48 1 1 54 Formed Metal Coping 1 r I I 9 Plan-Window Outside Corner 4 Plan-Typical Exterior Wall 20 _ 1 1 1 I 55 1/2"Cementitious Backer Board 1 I 3"=1'-0" 6" R.O. 3"=1'-0" 1 � � � 56 Steel Beam Structure,Refer to Structural 57 Steel Column Structure,Refer to Struct 1 1 1 , I - 66 Elevated Wood Decking 1 I _ r I I I I • / / 1 1 I I 67 Wood Trim 1 I r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / / I I 1 1 I 1 y\\\\\\ O 70 Painted Wall;Refer to Finish Schedule I _ � J L _ 71 Tile Wall;Refer to Finish Schedule 04 06- 1 - - - 72 Tile Floor-Refer to Finish Schedule 08 73 Concrete Floor,Refer to Finish Schedule - - - - - - / 21 74 Painted Ceiling,Refer to Finish Shedule I 1 1 I r _ _ 1 / /\\/ 09 1 1 75 Base 1,Refer to Finish Schedule I\ \ I I �! �% t / // 76 Base 2,Refer to Finish Schedule 1 M, 33 \/\ 77 Wood Wall,Refer to Finish Schedule 1 i O \ 1 I O II -- - /�/�/` 78 Wallpaper,Refer to Finish Schedule 79 Stone Fireplace Surround and Hearth 1 1 ( 1 - 80 Thinset Mortar on Waterproofing Membrane I � �} _ - 1 Section-Typical Footing 81 Mahogany Pergola,Open to Above 3" 1'-0" \X \X \� \\ 06 82 1/2"Plywood 1 / / / / / \ � I 1 1 I 1 i � i I I' _ 33 �/\\/\\/\\/\\O 02 83 Thinset Mortar on Waterproofing Membrane I ' •< f j "` /\/\/\/\� 04 08 1 84 Stone with Undermount Sink - - - - - - - - - 09 1 13 10 85 Stone Countertop F.F.Basement 86 Wood Stair,Tread and Riser Ext. I I Int. Ext. , / \\ \' - - - - 1 Int. 12 '9 -11„ 87 Handrail -- -- - - - --_-- _' _ //\\�O�O/10�00 88 Mirror 89 Glass Partition .11 IT I 1 90 Masonry Gas Fireplace _i 8 Section-Typical Window Jamb /\\/�O O 00� 03 ��2- 91 Custom Vanity 3"=1'-0" I /\\/ 92 Custom Millwork,See Millwork Sheets Ext. 11/2" Int. , ///JO\ `-' 93 Towel Ra ck ack 06 O O O g O 94 Painted Wood Trim,See Detail A610 05 96 Skylight 09 Seal&Signature: 33 o 0 0 0 0 0 1 -- 01 04 67 iI 1 � 67 � �I��I _ - :; __� � - � � � r _ �00�0 II - 27 1 26 %\\� ED /3 II _ A - - -- - -- - --------- - 30 'I - 30 1 j' //\/ 07 ����R OEpps'�i� I \ o 4 - o 0 0 0 0 / / _ -v a /\\//\\//\\//\\//\\//\\//\\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//� 'am 24 1 ;I 33 17 7 3/4" \//\//\//\//\//\//\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\/j\\//\\//\\//\\//\\ "34 5 OF NEW GDP 1220 Ninth Street Exterior Details 3"=1'-0" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11.201 212.634.9384 A420 3 Pergola Roof/Beam Details 2 Section-Pergola/Exterior Wall/Sliding Door(W-08) Revisions 3"=1'-0" 3"=1'-0" 8" No. Issue Date 54 52 51 01 For Pricing 12/02/2022 _ — — — — — — — — — — — — — — — — — — — — — — — — Top of Parapet 2 �J 02 Building Permit Submission 03/17/2023 53 I -_— —_-- _ 53 Slope Notes 1/4"per 01 CIP Concrete Footing,Refer to Structural Foot 43 24 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium { 05 Geotextile Fabric l 06 Drainage Mat With Filter Fabric 32 24 07 Foundation Drainage System 08 Below Grade Insulation,XPS 53 09 Below Grade Waterproofing Membrane 8" r { - 42 10 Slab-on-grade,Refer to Structural I 26 40 Top of Parapet 1 11 Stab-on-grade Perimeter Waterstop 54 Slope 5% 54 52 51 19 " ,_ ! 11'-0" 12 Compressible Joint Filler 23 (Beyond) 43 — 54 _ _ _ _ _ - — — — — - - - - 13 Sealant 43 43 GUTTER I - T.O.Structure 11'-0" 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 23 23 � i - 53 � - ---- - --------- - 53 — — —/—" _ = '" - 16 _ Slope % I j 16 Wood Blocking _ 1/4"per 35 I , p I I 17 Interior Finish,Refer to Finish Schedule 18 Galy.Steel Furring Strip Foot 43 24 I I 23 I 23 44 I I _ - I - ____---_.__. - 19 SS Flashing&Drip Edge _ 20 Exterior Wall Base Trim(AZek or Sim.) 35 23 23 I �' 23 I I 21 2x4 PT Sill Plate { I I 22 2x6 PT Wood Sill Plate ' ( ! 24 23 Wood Beam/Joist Structure,Refer to Structural ' ( 53 I ' 24 1/2"Plywood Sheathing I I i i;� ill 42 I I 25 2x4 Wood Framing 26 40 I I I 26 2x6 Wood Framing I I I 27 Air Control Membrane-Wall Zip System w/Seams - - - - - - - - - - li - - -- - - - - = � _ _ _ � I � C �! Taped 28 Sliding Glass Door System,Refer to Schedule 5„ , l �J I 7" I 36 29 Window System,Refer to Schedule 34 34 I I I 23 I 30 Vertical Wood Battens II I 31 Horizontal Wood Battens I 32 32 Fiber Cement Shingles Attached to Vertical Battens - 33 Cavity Insulation,Mineral Wool Batt,R-19 34 Wood Column Structure,Refer to Structural 35 Connection Plate w/Concealed Fasteners 4 Pergola Column Base Details 33 36 Ceiling Finish,Refer to Finish Schedule 3"-1'-•0" 24 37 1/2"x 1/2"Reveal Reglet (Below) 17 38 Wood Furring Strips 27 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 30 41 Concrete Column Footing,Refer to Structural 32 �' 42 Roof Insulation Above Sheathing,EPS Foam (Above) (Above) 38 Board,Sloped to Drains 43 Roofing Membrane 44 Roof Joist Cavity Insulation,Sprayfoam,R-24.5 I 45 Stone Paving,Refer to Landscape I 46 Roller Shade 19 47 Gasket OR Sealant \ / 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier �) Between Foundation Wall and Untreated Wood .� _ 49 Sound Attenuation Insulation .' 67 50 Overlap At Membrane Transition 28 51 PT Plywood Parapet Cap - - 52 Roofing Membrane Cap Ext. Int. 53 Continuous Formed Metal Cleat 54 Formed Metal Coping 55 1/2"Cementitious Backer Board 56 Steel Beam Structure,Refer to Structural 34 5 Section-Patio Stair 57 Steel Column Structure,Refer to Struct 1 Section-Sliding Door Sill(W-08) - - - - - - - - - - - - - - - - - 3"=T-0" 3"=T-0" 66 Elevated Wood Decking - - - - - - - - - - - - - - - - 67 Wood Trim ' Ext. Int. 70 Painted Wall;Refer to Finish Schedule I 35 ( ) 28 71 Tile Wall;Refer to Finish Schedule 72 Tile Floor-Refer to Finish Schedule 73 Concrete Floor,Refer to Finish Schedule ❑ 13 15 14 74 Painted Ceiling,Refer to Finish Shedule 66 66 F.F.Level 01 0'-0" 75 Base 1,Refer to Finish Schedule 76 Base 2,Refer to Finish Schedule / 77 Wood Wall,Refer to Finish Schedule / I I 78 Wallpaper,Refer to Finish Schedule - I ;_i. i 22 45 I I 1" 47 79 Stone Fireplace Surround and Hearth 19 80 Thinset Mortar on Waterproofing Membrane 1 50 � " ! � i 81 Mahogany Pergola,Open to Above I i 23 82 1/2"Plywood - 7 _ 83 Thinset Mortar on Waterproofing Membrane 1 I I 48 84 Stone with Undermount Sink 85 Stone Countertop o O )O OO I I O O O 1 I 86 Wood Stair,Tread and Riser 41 //� � I87 Handrail CC) )OO O 04 O 88 Mirror 0 0 { ' I I o 0 23 23 19 89 Glass Partition 90 Masonry Gas Fireplace 91 Custom Vanity 05 �/ �',',� �',',� 20 _ 92 Custom Millwork,See Millwork Sheets / / / �/' C 21 23 93 Towel Rack \\ 94 Painted Wood Trim,See Detail A610 /\//\//\//\� 47 96 Skylight /\/\/ Seal&Signature: OOo�o 0/ • ,\/\/ /\/ o 0 0 0 0 0 0 0 0 0 0 0 /\/\/\/\ QU iceO�O�O�O �O�C %\\/i\\/i\\ D Aije • / // o o � o 0 0 0 C\ �C7u)��O '�0� �� \ \ \ \ \ \ \ // // // // // // // // , :c \\ \\�\\ \\ \\ \ �� .� OF t�CN► GDP 1220 Ninth Street Exterior Details 3"=T-0" 20 Jay Street,Suite 906 Greenport,NY 03.20.2023 Brooklyn,NY 11201 212.634.9384 A421 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 WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ARCHITECTURAL PLANS FOR THICKNESS. 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK BUILDING 1. STEEL DECK SHALL BE DESIGNED, FABRICATED, AND ERECTED IN 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 CODE 2020. ALL WORK SHALL CONFORM TO LATEST N.Y.S. BUILDING CODE AND ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE STEEL DECK ALL RULES AND REGULATIONS. ARCHITECT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR .INSTITUTE v: � ARCHITECT OR ENGINEER. MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE E, Di La nd ro GRAIN, 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. Andrews 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS,PERMITS, 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 20.6.1 2. COMPOSITE FORMED STEEL FLOOR DECK TO BE 2" DEEP, 20 GAGE (UNCOATED � '�_ � E n g i n e e r i n g YORK STATE BUILDING CODE 2020. 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 MPO), GALVANIZED (G60 COATING), UNITED STEEL DECK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1i4" WIDE TYPE LOK-FLOOR, COMPOSITE FLOOR DECK AS MANUFACTURED BY CANAM 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND 3/4" STEEL CORPORATION,OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. 158 County Rd. 39, Suite 10 A. FORMED WALL 2 BACKFILL SIDE. FRONT SIDE BEAD ALONG THE MEMBER LENGTH. N.Y.11968 PRESSURES SPECIFIED IN SECTION 1609. Southampton, 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING B. FOOTING 3" 3. FORMED STEEL ROOF DECK TO BE 1-1/2" DEEP 20 GAGE (UNCOATED STEEL Office: (631)259-3959 DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. C. SLABS ON GRADE 3/a" TOP 3"BOTTOM 5. AT DESIGNATED SHEAR WALLS HORIZONTAL EDGES OF WALL SHEATHING THICKNESS = 0.0358 ), GALVANIZED (G60 COATING)., WIDE RIB, UNITED STEEL 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING D. STRUCTURAL SLABS 3/<" SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE Info@DiLandroAndrews.com LOADS: 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING BACKING FOR SPECIFIED PANEL EDGE NAILING. DECK "B" DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, 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, ROOF SUMPS, CLOSURES AT REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE PENETRATIONS AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE OF New SNOW: INSPECTION OF HIS WORK. STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING STRUCTURAL LUMBER AND PARALLEL STRAND INSTALLATION ARE REQUIRED. �� �y0 OCCUPANCY CATEGORY TI SOCIETY STANDARD D1.4-79; BARS SHALL CONFORM TO ASTM A7o6. LUMBER NOTES: �P NENRy q� GROUND SNOW LOAD,Pg 20 PSF ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING O O CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED � EXPOSURE FACTOR,Ce 1.0 CONCRETE NOTES 1. LAMINATED VENEER LUMBER (LVL) SHALL BE "MICRO-LAM" AS STEEL WITH 5/8" DIAMETER PUDDLE WELDS AT 12" ON 0. 10 CENTER, UNLESS M 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. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED GEORGIA PACIFIC CORPORATION OR "GANG-LAM" AS MANUFACTURED BY THE #10 SELF TAPPING SCREWS OR WELDED WITH 1 1/2" LONG WELDS AT A FLAT ROOF SNOW LOAD,Pf 20.0 PSF BELOW,UNLESS OTHERWISE NOTED: . DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION LOUISIANA PACIFIC CORPORATION. PARALLEL STRAND LUMBER (PSL) SHALL MAXIMUM SPACING OF Y-O" ON CENTER, UNLESS OTHERWISE NOTED. IN LIEU p �8721 FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH 9 P� 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 �FESS10N USAGE 28 DAY MAX AGG. STRUCTURAL LUMBER (LSL) SHALL BE "TIMBERSTRAND" AS MANUFACTURED CAPACITY AS THE SPECIFIED PUDDLE WELDS,MAY BE USED.FASTENERS SHALL WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE STRENGTH(PSI) SIZE REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS BY WEYERHAEUSER. BE MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL. SHOP DRAWINGS 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 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" 2.0E LVL 2.0E PSL 1.55E LSL INTERNAL PRESSURE COEFFICIENT 0.18 12. PROVIDE#4 AT 12" CENTERS MINIMUM, EACH WAY TOP, IN ALL HOUSEKEEPING 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 FC(PARALLEL TO GRAIN)= 251O 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-O"OF BUILDING WALL CORNERS): SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE DRAWINGS OR NOT UNLESS OTHERWISE NOTED. 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 31O 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 C150.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 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN BEL BELOW RJ ROOF JOIST Q 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 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. STRUCTURAL STEEL BRG BEARING SIM SIMILAR D RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR B. FOUNDATION CONCRETE -3"TO 6" BS BOTH SIDES SOG SLAB ON GRADE SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE C. ALL OTHER CONCRETE -3" TO 5" 4. WOOD SILLS TO BE(1)2" x 6" A.C.Q. LUMBER WITH 1/2" 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-O" O.C. AND F-0" AWAY FROM CORNERS UNLESS ACCORDANCE WITH THE LATEST AISC "ALLOWABLE STRENGTH DESIGN (ASD) C CAMBER SS STAINLESS STEEL 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 PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 301. CANT CANTILEVER STIF STIFFENER 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 (n 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 ._.l 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 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 H STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. G. SHEAR CONNECTORS: 3/4" 0 ASTM A-108 DN DOWN UON UNLESS OTHERWISE NOTED F- 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 �. AND VERIFICATION. FRAME CONNECTIONS. FLG FLANGE d. 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 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 5'-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 W THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS DOUBLE KING STUD AND A DOUBLE SILL PLATE. GR GRADE W 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 CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL 14. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD HGR HANGER !-- 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 0 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 U) O 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 = W 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 LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. PLACED AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE JST JOIST ~ z 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 W REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE STIFFENERS. KSF KIP PER SQUARE FOOT U C) W 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 N 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 0 n DRAWINGS. ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING LLH LONG LEG HORIZONTAL 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 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 JOISTS,RAFTERS AND STUDS: 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. OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY. ALL WELDING MC MOMENT CONNECTION Revisions WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP 8 IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL MIN MINIMUM 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 FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK,HE SHALL ASSUME ALL CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. FB(BASE))= 0 PSI AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. NWC NORMAL WEIGHT CONCRETE 1 11/22/22 FOR PERMIT RESPONSIBILITY AND LIABILITY THEREFROM. FV(BASE)= 10 PSI OC ON CENTER 2 --/--/-- ---- E(BASE)= 1,600,000 PSI 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED P/C PRECAST 3 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REINFORCING STEEL 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL PAF POWDER ACTUATED FASTENER 4 CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL 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 IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. PL PLATE 5 14-4-- 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 9. SUBMIT SHOP DRAWINGS ERECTION PLANS WORK PROCEDURES AND PLWD PLYWOOD 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 (LE. POSITIVE 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 : 10/26/2022 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-O"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 S �000 MATERIALS AND/OR. LABOR REQUIRED TO COMPLETE THE WORK, AS UNLESS OTHERWISE NOTED. 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL NOTED;KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. INDICATED. CONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5-0 «CENTERS MAXIMUM, GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; 10-99 FOR ALL SLABS ABOVE GRADE. PLYWOOD SHALL BE USED ON FLOORS. TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., INC.OR APPROVED EQUAL.(DRY FILM THICKNESS 2.9 TO 3.5 MILS) Sheet# 46'-102" -- - LEGEND ��` _� DiLandro .1 .�_ . Andrews +--� Engineering -TOP OF WALL INDICATES FOUNDATION WAL 158 County Rd. 39, Suite 10 L. 4000 Southampton, N.Y.11968 I EL. =-0'-24" I PSI COMPRESSIVE STRENGTH MIN. office: (631) 259-3959 -200 I 4 TOP OF SHELF I Info@DiLandroAndrews.com I S I EL. _- V-2 " ® - INDICATES FOUNDATION WALL SHELF, I 0 I SEE DETAILS FOR SIZE IProfessional Seal I 10'-8° 7'-22' 7'-22' 10'-02" I INDICATES TOP OF SLAB ELEVATION I �— [_9 6 ] —� I FROM DATUM ELEVATION �, oF NEwy I 0) M I I` `. ( �� NENRI- e o 9� o [-9' 6"] I L J N [_9, 6'j I N [-x'-xX"] - INDICATES BOTTOM OF FOOTING `a m cc I F-3.0 T '' 0 I I [-9' 6"] F —� 4 EL. FROM DATUM I ,1 T F 2.0 I O I O S-200 FpA P9720� s��oo (— � I C � - INDICATES CONTINUOUS/ISOLATED 9�FES SIONP I C? F-2.0 L J I FOOTING, 4000 PSI COMPRESSIVE I g, F-3.0 I STRENGTH MIN. I - NEW 5"SLAB ON GRADE REINFORCED I „ W14x4-W2.OxW2.0 WWF �� INDICATES 12 SONOTUBE w/ BF 28 ��- I ( Q 1 _ I TOP OF WALL [ � / BIG FOOT FOOTING, 4000 PSI I .F. ] COMPRESSIVE STRENGTH MIN. [-109 TOP OF SHELF u: o o u: iv TOP OF WALL o I ] EL. _- V-2 a" °', vi cn r EL. _- 1'-2$' I I NOTES: [-12'-0"] 1. SLAB ON GRADE INDICATES CONCRETE SLAB W/WWF I 4X4 W-2.OxW-2.0, OVER 10MIL VAPOR BARRIER 16-10 25'-11" I 4'-12" IT I I 60 I , --- 11'-102 11'-102" I I I [-1 -0"] l _ ( Q o� � N 1 / I I 0 � I I O z I L 2.0 _ I r I to I I (V z " ICq co I I 6 8 Q ._. 4 _ � Cl0 0 0 Co 0 4 o 5-200 S-200 I I I S-200 0 � �'" CDao co io io co 17 NEW 5"x12"WIDE SLAB ON GRADE O Q REINFORCED VV/4x4- .OxW2.0 WWF / I F I BELOW STAIR LANDINC 4 z S-200 ( O — — I I _ _ TOP OF WALL -� O I I I �. I J [ 12 0 ] H ITOP OF WALL F- .0 I I EL. _- 1'-8" I EL. _-0'-2 " TOP OF WALL I I I TOP OF SHELF EL. _-0'-2 a' I I I — EL. _-V-2 a" TOP OF SHELF [-12'-0"] HAUNCHED SLAB BELOW WALL ABOVE I I EL. _- V-21' I O Tit-OF WALL 1" L�F- .o I I [-12'-0"] d' 5 I I ( I S-200 I 9 I I0 I I O I —1-0� � NEW 5"SLAB ON GRADE REINFORCED S200 I I I I W/4x4-W2.OxW2.0 WWF O L J L_ J F- .o I I I I F-3.0 F-3.0 ^( I I "-1'-0" r o I TO � 0'-2 OF WALL I �.. iv I - , W " 6'-22" 13'-0" 7'-0" �; I E i . I I I T0 SHELF W �'OF ELF z StM. r4 r- ( S-200 I I EL. _-1'-8" I1 _g2 I S-200 I I I O TOP OF WALL I I I = D_ NEW 5"SLAB ON GRADE REINFORCED 4 _ , ( T OF,W LL 8 S-200 I �— I W/4x4-W2.0xW2.0 WWF -2 EL. --0-2 I ELJ=S 00 -0'-2 I z I TOP OF SHELF I I ., ( H W 0 0 o TOP OF SELF U W u EL. _- V-2 " o u- oo co . m ifl U_ v I J I N O- I I r-IMN N O ' Revisions o 27-42 I I I 1„ 26'-0" No. Date Description 4 NEW 5"x12"WIDE SLAB ON GRADE 1 11/22/22 FOR PERMIT S-200 I I _ REINFORCED W/4x4-M.OxW2.0 WWF 3 ` Cl) BELOW STAIR LANDING --- O I I I IO 4 --/--/-- -_-- ITOP OF WALL I NEW 5"x12"WIDE SLAB ON GRADE I EL.--0'-2 4" I Designed By : ;.. NM I REINFORCED W/ .OXVV2.0 WWF TOP OF SHELF Drawn By : NM Checked By : AA BELOW STAIR LANDING -0 I L EL. _- 1'-2�" [-12' "] I I Date : 10/26/2022 19'-42' Scale: AS NOTED FOUNDATION PLAN I O 1 ( O 1 Q SCALE: 1/4"= V-0" Sheet# -- :. -- — DiLandro FF 4 - _ + _ �� {� Andrews NOTES: "°- � { Engineering o - °� 1. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND(3)-2X POST FOR 2x4 WALLS. 158 County Rd. 39, Suite 10 ax /184-A Southampton, N.Y.11968 ;/ > 2. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A Office: (631)259-3959 lzoo 16-02 a\o SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. Info@DiLandroAndrews.com n J r ;a 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND } M ` "o J I I BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. Professional Seal 00 N ^ i- v 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. i' x 5. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. .<<GOF NEwy N M _( /4x_U 7/8-WL --s1 �P NEN R y .9 — — � 0 '48�91' o N I `� 0 Q G oo m cc 2 1 3/ /8 LVL 3300, 3/4x l 7/8 LVL o 3300 1B 84 Q —*D 0 J 43 1 3/4x 11 7/8 LVL (3) 1 3/4x 11 7/8 LVIE- E �'O9p J A Q Q J FESSION 00 �' ' , S1Crawlspace m 75 9 co co x x FRAMING LEGEND 00 v v N a r (2) 1 3/4x 11 7/8 LVL (2) 1 3/4x 11 7/8 LVL X BEAMS / HEADERS Mcar N .¢ n T MOMENT CONNECTION VALUE i-- (FT-KIPS) J' A BEAM MATERIAL J 2x10 LEDGE FASTENED\,• BEAM SIZE J AT 12"O.C. /(2)LEDGER m I LOK FASTEN ERS a r, w asN m� ® (2) 1 3/4x 11 7/8 LVL M 3700 2B-01 C13 4- BEAM END REACTION 1 LBS-WOOD —� MOMENT 1 11 7/8 TA 560 11 7/8 TJI 560 (KIPS-STEEL) CONNECTION ) AT 1 "o.c. g AT 1 "o.c. \ COLUMN BEAM NUMBER OVER BEAM z M PT $ 2x10 PT Q AT 1 ox. AT 1 "o.c. ,J X . r -1 __ 0 JOIST/ RAFTERS (1 N m� SPAN DIRECTION O � o M m RAFTER PITCH EXTENTS OF O DIRECTION c FRAMING J 1 N N" LL 2x10 LEDGER FASTENED / 3 1 3/4x 11 7/8 LVL I zeo 2 2500 1B-07 AT 12"O.C.W/O LEDGER tfi +t +; 2 1 3/4x 11 7/8 LVL 3700 `- LOK FASTENERS 3100 16-10 g I j JOIST/RAFTER W L I HD(ABOVE) % JKAI TYPE. &SPACING LO I I LL �. OPEN COLUMN / POST ~ 001 :Basement I ram' ' x F— " u `Zi -. r' f- co_ co , I I -INDICATES STEEL COLUMN BELOW l © � _—- -INDICATES STEEL COLUMN ABOVE/BELOW 2 �I4x..J:1..�18-LV - / x 1 '. C U I I �,`�\G - INDICATES STEEL COLUMN ABOVE +g+ O 7, P I I GJ U r �/ INDICATES COLUMN BELOW INDICATES COLUMN ABOVE/BELOW d"' t (4) 1 3/4x 11 7/8 Lam " 37 �1 G (2) 1 3/4x 11 7/8 LVL Gd ❑ - INDICATES COLUMN ABOVE 16-1z 18-13 e� L I ( I I ALL WOOD POSTS TO BE(2)-2X MINIMUM r- 00 11 7/8 TJI 560 G ALL STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.Q.N. W �- AT 1 °o.c. < I I W z i J u' WALL °° � o �04 Craw' Spacc 'x m (n r� ~' -I O r v ^ a INDICATES LOAD BEARING WALL BELOW cr) N I I C - INDICATES LOAD BEARING WALL ABOVE z 0 - W INDICATES SHEAR WALL < ~ o W II W N � - _ - - _ HEADER SCHEDULE - - \, 4 N H-1 -INDICATES HEADER TO BE(2)- 1 3/4x7 1/4"LVL 4F Revisions [>_ w 2x10 LEDGER FASTENED H-2 -INDICATES HEADER TO BE(2)- 1 3/4x9 1/4"LVL No. Date Description - (V AT 12"O.C. E (S LEDGER H-3 - INDICATES HEADER TO BE(2)- 1 3/4xl 1 7/8"LVL 1 p 2x10 LEDGER FASTENED 2x PT 11 7/8 TJI 560 "o N LOK FASTENERS ( ) 11/22/22 FOR PERMIT AT 12"O.C. W(2) LEDGER AT 1 O.C. AT 1 "o.c. 00xLOK FASTENERS I � `" a 3 --/--/-- ---- 2x8 PT 4 2x8 PT 1 Designed By : NM Drawn By : NM -� Checked By : AA - - - ---- ---- ----- ----- Date : 10/26/2022 Scale: AS NOTED FIRST FLOOR FRAMING PLAN SCALE: 1/4"= 1'-0" S � 10 1 Sheet# HD SW-1 (CONTINUOUS ABOVE/BELOW OPENING) HD 14�1-T�1 L�-'-f�2)113/4x-11�14 t ®1 Lc"a 11 C�I'O �— 2 1 3/4x 11 1/4 LVL ,— — (2)1-3/4x-11 4/4 LVL , 2 -1-3/4x 11�/4 LVL NOTES: - Andrews rq 2600 RB 12 :. r u a.;,cT•a _ ��r — ': 4fb a a �.i • 1 IVA" Engineering &SW X INDICATES SHEARWALL SEE DETAIL SHEET S-300 FOR SCHEDULE. r i m a r y S h o w e 12 P r m a r y ! oil et ; „ — l HD '; PROVIDE�'THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO 158 County Rd. 39, Suite 10 ` BE 10d NAILS AT 6"o.c. SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH =_= i 18;Guest Bed 3 ----- 1 ^ 6 Guest Bed 2 .; Southampton, N.Y.11968 -- SHEARWALL AND INSTALLED PER TYPICAL DETAILS. Office: (631)259-3959 Info@DiLandroAndrews.com ll {' 2. HD -INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN. SEE DETAIL N SHEET S-300 FOR SCHEDULE. N a6 Professional Seal ,• 3. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND(3)-2X POST FOR 2x4 WALLS. N � ! a 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A O - NEtV 1 7_5'P r i m a r y Cl � s e t SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. �� r0 1 3/4x 11 1/4 LVL 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS ANDja O _ BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. HD 2)11�4x 11 1/4 LVL j' 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. '1(2) 1 314x(f'111/4 LVL 2000 i l R = (2) 1 3/4x i/4 LVL 2 ,� Fp 0972u l z000 Ram ,z000 _ 7. FLOOR SHEATHING TO BE 3/4 CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. A94FESS10NP� n U HD n o FRAMING LEGEND N= > li I—yam N — �P 71 'Primary Bed ,' a n 3 115 Corridor 6'-5" BEAMS / HEADERS HD HD 1� 5 SW-1 2 1 3/4x 11 /4 LVL (2) 1 3/4x 11 1/4 LVL HD MOMENT CONNECTION VALUE N '! 850— ( ) 48 RB-04 '• �(2)1-3/4z 11 J9 �}LVL f11 (FT-KIPS) 842a. N 425 51/4x 7 PSL 1400 8' A AL RB 14 5 BEAM SIZE N 101 Li ping Room 100 Ent y_ _ (2) 1 3/4x 11 7/8 LVL Ch ®3700 28-01 �I j , > BEAM END REACTION (LBS-WOOD) MOMENT 51/4x 7 PSL 1400 (KIPS-STEEL) CONNECTION Z 425 RB-14 COLUMN r N x BEAM NUMBER OVER BEAM /_J J M 0- 1� J e- iZ X a 242 JOIST/ RAFTERS O M AT 1 o.c. I j SPAN DIRECTION O x In 28 242 6 J AT 1 "o.c. AT 110 O.C. RAFTER PITCH EXTENTS OF LL I DIRECTION —f 6 FRAMING 0 51/4x 7 PSL laoo k N.� 425 RB-14 o y $ HD N v v - 1-1/4-LVL 1/4-LV in TER (2) 13/4x 11 1/4 L _ RB_os---` �� O — ----- TYPE.JOISTPAC SPACING W U o. HD HD 5' J Uj M _ COLUMN / POST ~ x Ch N M I V l , Iv u N ! -INDICATES STEEL COLUMN BELOW o x 102 Din i� Room N �� _ ch ' o a ,5 a G 425 5 1/4x 7 PSL 1400 j I _ HD N -INDICATES STEEL COLUMN ABOVE/BELOW 8-14. - 2 3=3/4x 11-1/4 LVL � 3 1 3/4x 11 1/4 LVLw/ 2 1/2"x11"STEEL PLATES 3600 _------- Q JAG -INDICATES STEEL COLUMN ABOVE — I r 0 -INDICATES COLUMN BELOW I — w r 2 ' 314x 11 1 4 LVL 11 O O I �_Q u I� e n t ® -INDICATES COLUMN ABOVE/BELOW J l M 3112x7PSL, ;r of (��COrridor ❑ -INDICATES COLUMN ABOVE ' 1 O 3 D P.n w ALL WOOD POSTS TO BE(2) 2X MINIMUM r-- r --- r in x j N o � x HD ALL STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. W }- - -- *-_--_-_; - . --- > v _ - W z M `�-===_=- ----1051PdhtN � m 2 2 2 2 N 9000 AT 1 O.C. AT 1 O.C. , v N.6 110 Batn 1 U WALL �— r 0 .1 N n 202 z a O I AT 1 o.c. : 1 17 Storage 3 1/2x 7 PSL IL - �—i__— _.. o, _ �_— HD ® -INDICATES LOAD BEARING WALL BELOW I '• Ref ! U r C -INDICATES LOAD BEARING WALL ABOVE ~ z . 100�Pwdr Rm� 109 moues Bed 1 W ---- —- INDICATESSHEAR WALL V W 5 1/4x5 1/4 PSL ;r HD �, HD 11 Gar ��e M 0 N rrann o ------- 1 3/4x 11 1%4 L 2 a 3/4xa-1�L LVL j HEADER SCHEDULE r V- --- N- 3 1 3/4x 11 1/4 LVL w/ 2 1/2"xl 1"STEEL PLATES 6400 ' ' -__, — __----_--= a 400 -- --------II-_ B-10 ----- --- SW-1 (CO TI UOUS OVE/ EL' WOPE�ITNG)- v ���� ------- co --- --- ; _j H-1 -INDICATES HEADER TO BE(2)-1 3/4x7 1/4" LVL `Z` a ------- a- Revisions � ! ti S2 H-2 -INDICATES HEADER TO BE(2)- 1 3/4x9 1/4"LVL x x No. Date Description N ' H-3 -INDICATES HEADER TO BE 2 1 3/4x11 7/8"LVL 1 ch ci co ( )- 11/22/22 FOR PERMIT C N 0 c ---- o --/--/-- 51/4x 7 PSL 140o ems- ¢ wI 5 1/4x 7 PSL 1ao0 4 1_ 425 RB-14 .xr Q 425 RB-14 I 5 -- g J v � a J 1� J M / J N co il cor- L KIt ;hen N co x � x M rn Designed By : NM N r------ 11 ---7r------7 N Drawn B N M .a 2 8 __.a_---z.'' ' __—___P �_ Um-�_' 2 8 .' zt- r> AT 1 �o.c. ------ - AT 1 "o.c. �, y ' Checked By : AA 00 8 HD ;_ HD o 8 51/4x 7 PSL 1400 -�-.�.--�--�-s7oo ... z000_----,-----__-- _,.`�' 5 1/4x 7 PSL laoo 425 RB 14 L � � 14 (3)� ,�'4�4_U4 _ 425 RB-14 g J Rg111 iu SW-1 I;; ;'RB-11a „•, J Date : 10/26/2022 fn J ni n J (n n "' a a AS NOTED � a �;! '�' �; "' '; ti Scale: x m r- x N x - _ • _ x N M eN- N - B Area - `- (sea le' el M Q —Ce) M ROOF FRAMING PLAN e I e va t i c 51/4x 7 PSL $ 1A00 5 1/4x 91/2 PSL 1350 IP• 5 1/4x 7 PSL laoo SCALE: 1/4"= 1'-0" ®425 46 14 -®1350 —RB.47 — -425 - RB44 S � l 02 Sheet# DIAMOND SAW CUT. IN AREAS WHERE 6" 6" LSTOP REINF. SHORT OF TYP. LAP TYP. LAP _ SLAB IS LEFT EXPOSED, (I.E. LEFT JOINT AT EACH SIDE FIRST POUR SECOND POUR 56 BAR 0 SEE NOTE 1 SEE NOTE 1 UNCOVERED), FILL W/SPECIFIED 6" 6" (TYP-) 10 JOINT FILLER IN ACCORDANCE W/ T" PREMOLDED TONGUE STOP REINF. SHORT OF MANUFACTURER'S INSTRUCTIONS _ AND GROOVE JOINT JOINT AT EACH SIDE h�o� e CORNER BAR SIZE AND 1 Di La nd ro % SPACING TO MATCH And rOWS HORfZ. REINF. I Engineering m 0" OPENING Typ 158 County Rd. 39, Suite 10 _ _ m a Southampton, N.Y.11968 �_� - I -I i� _ to Office: (631)259-3959 Info@DiLandroAndrews.com NOTE: CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING SEE SLAB PLAN FOR CONTROL THE SAW CUT IS TO BE PERFORMED OPERATIONS ARE TO BE INTERRUPTED. CONSTRUCTION JOINTS JOINT LOCATIONS NOTED"CJ" UP TO 12 HOURS AFTER THE CONC. MAY ONLY BE USED AT LOCATION SPECIFIED FOR CONTROL AT CORNERS Professional Seal IS POURED, REFER TO ACI 301. JOINTS, SEE SLAB PLAN AND DETAIL. AT INTERSECTIONS �OF NEw TYPICAL CONTROL JOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL DIAGONAL BARS Second Pour First Pour� � Y (2)-BARS @ EACH FACE OF (2)#5 BARS AT EACH TYP LAP ,�P NENRy 019 C� WALL/T&B OF SLAB. FOR FACE OF WALL/T&B OF SEE NOTE 1 PROVIDE 1"V GROOVE ON EXPOSED SEE NOTE 3,4 AND 7 O_ WRAP W.W.F.AROUND CONT.#4 SIZE, SEE NOTE 1 (TYP.) SLAB FACE OF WALL AT JOINT. SEE NOTE 7 O VAPOR RETARDER, CONSTRUCTION JOINT, 6" 6" z NOSING BAR, EDGE W/4" RADIUS TOOL LAP EDGES 24"AND TAPE, SEE PLAN FOR o. 1'-0" OMIT AT EXTERIOR SLABS REINFORCEMENT w CENTER 2x4 KEY ON WALL - Cc SEE PLAN FOR CHANGE NOTES: SHRINKAGE CRACK FO 09720-I t<�� MIN IN ELEVATION 1.AT WALLS,ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL A9�FESSIONP� REINFORCING.AT SLABS USE#5 BARS. 2. DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER,A SIMILAR DETAIL MAY BE USED AT Ilk CIRCULAR OPENINGS 12"AND LARGER. - 1 3. COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. MIN z TYPICAL SLABMALL PENETRATION DETAIL PIER, IF REQUIRED PROVIDE CONT. CHAIR AT REFER TO GEO TECH. I 2 CONSTRUCTION JOINT CONTROL JOINT T-0"O.C. MAX TO MAINTAIN REPORT OR 6"MIN. S-200 REINF.AT EL. SHOWN SCALE: N.T.S. NOTE: GRANULAR SUB-BASE NATURAL"CUT"GRADE OR 1. ALL BAR SPLICES SHALL BE CLASS"B"LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM COMPACTED SUB-GRADE 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR.WALLS SHALL NOT BE POURED IN CONTINUOUS LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. TYPICAL SLAB ON GRADE DETAIL-RESIDENTIAL STEPPED SLAB DETAIL 3. PROVIDE CONSTRUCTION/CONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAN. 4. AT CONTROL JOINT, PROVIDE BEVEL JOINT 7'/10 INTO WALL SURFACE BOTH SIDES. STOP ALTERNATING 1 TYPICAL SLAB ON GRADE DETAIL HORIZONTAL REINFORCING BARS 6"SHORT OF CONTROL JOINT. FLOOR FRAMING, SEE PLAN FLOOR FRAMING, SEE PLAN • a S-200 SCALE: N.T.S. 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. Cl, 6. VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY. • J co Z Q 7. PROVIDE CAULKING AT JOINT IF REQUIRED. SEE SPECIFICATIONS. • o �- 2X BLOCKING AT 16 o.c.AND CONNECT P.T. PLATE TO FOUNDATION 3 CONCRETE WALL CONSTRUCTION DETAIL z AT ALL POST LOCATIONS WALL W/�Oxl2"LONG ANCHOR BOLTS S-200 TYP 0'-4' TYP. AT T-0"o.c. SCALE: 3/4"= 1'-0" _ z0 (2)-#5 CONT.TOP AND BOTTOM Q H 0 w z a0 #5 BARS @12"o.c. HORIZONTAL AND VERTICAL LU O #5 DOWEL AT WALL SPACING w/0'-10"HOOK, T-0"LAP SPLICE 2"H"MIN. r- FIELD HORIZ. &VERT.WALL H L. O LAP 48 BAR DIAMETERS WITH VERTICAL BARS TYP.AT WALL 1- CENTER TOP OF WALL SECTION, 2x4 KEY AND FTG. 2'-0" ' LINE / REINFORCEMENT R EMEN JOISTS PARALLEL TO WALL BOT. FORIZ.WALL z SLAB ON GRADE, ; REINFORCEMENT COLUMN/PIER/OR GRADE SEE PLAN FOR REINFORCEMENT BEAM TO BE CENTERED ON q FOOTING x x x x I I COLUMN/PIER/OR GRADE BEAM o j ... ... W W 1" C 1I- Z _j I I I PIER/COLUMN PREFORMED EXPANSION MATERIAL 0 p REINFORCEMENT IF REQ'D (3)-#5 CONT. BOTTOM OF FOOTING _ _ #5 HORIZONTAL AT 18"o.c. �- c� cn 0'-6" 0'-10" 0'-6" FOOTING REINF. c� I BOTM OF FOOTING Z w I I FOOTING TOP SEE PLAN 2 2 SOIL BEARING ~_ w I I REINFORCEMENT IF REQ'D, 1 ROCK BEARING W "- �I TOP REINF. IF REQ'D. O SEE SCHEDULE z w T� SEE FDN.WALL/FOOTING w 4 FOUNDATION WALL AT SHELF DETAIL Lu Co SECTIONS o- —o— o I—p—L o 0 o S-200 SCALE: 3/4"= 1'-0" v NOTE: 0 0 A - co A� III A- is W • PLACE LOWER FOOTING FIRST 0^ Z J = L.L � ? Z STEPPED FOOTING DETAIL w � FTG. BOTTOM REINF., 00 7 � v SEE SCHEDULE S-200 SCALE: 3/4"= 1'-0" W N M Of BOTTOM OF FTG. EL., r rrnn O_ V NOTES: SEE PLAN SLAB ON GRADE,SEE PLAN FOR REINFORCEMENT 1. SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS x x x x x x x Revisions d�_g1' PREMOLDED EXPANSION JOINT HAUNCH AND WOOD STUD ISOLATED FOOTING SCHEDULE o BEARING WALL, SEE PLAN No. Date Description SLAB ON GRADE, SEE PLAN 1 11/22/22 FOR PERMIT BEARING CAPACITY OF SOIL= 2000 PSF FOR REINFORCEMENT ALLOWABLE SIZE REINFORCEMENT ® ® 2 4-4- '___ CALLOUT THICKNESS ADDITONAL INFO. 0.177"0 SHANK GALV. P.A.F.'S AXIAL LOAD LENGTH WIDTH LENGTHWISE WIDTHWAYS CO z x x x x x W/1 is"EMBED.AT T-0"O.C. 3 F-2.0 8.0 KIPS 2'-0" 2'-0" 1'-0" (3)-#5 (3)-#5 90d HOOK @ END w O 4 __/__/_ F-3.0 18.0 KIPS 3'-0" 3'-0" 1'-0" " 0 #5 DOWEL AT 18"o.c. W/ P.T. SILL R 5 __/__/__ (3)-#5 (3)-#5 90d HOOK @END z w ,_ , F-4.0 32.0 KIPS 4'-0" 4'-0" 1'-6" (6)-#5 (6)-#5 90d HOOK @END g ~0 0 10' HOOK 0,_4„ CONNECT P. . PLATE TO W CONT.#5 HORIZONTAL ® • FOUNDATION SHELF W/ F-5.5 60.5 KIPS 5'-6" 5'-6" 1'-6" (8)-#5 (8)-#5 90d HOOK @ END ' °' (2)-TOP AND BOTTOM F.- '0x12"LONG ANCHOR CO z Designed By : NM 1 . 2x4 KEY 00 BOLTS AT 3'-0"o.c. NOTE: -i— �` #5 DOWEL AT 18" - o Drawn By : NM O.C.o.c. 1) ALLOWABLE AXIAL LOADS ASSUME COLUMN IS CONCENTRIC ON FOOTING-FOR OFFSET FOOTINGS FURTHER 5 HORIZONTAL @ z w M 0' Checked By : AA 18"o.c. � � -10"HOOK II `- CALCULATIONS,ARE REQUIRED. b0-1-11 o w CONT.#5 HORIZONTAL I I I I L� _ 2) MINIMUM BASEPLATE SIZE IS TO BE 1-0 x1-0 x3/4 . 'o 3)#5 BAR CONT. , (2)-TOP AND BOTTOM IT _IDate : 1 0 2x4 KEY BOTTOM OF FOOTING 0-6.. 0'-10, 0-6' Date-1— : 10/26/2022 EL. = SEE PLAN 1'-10" 0 5 HORIZONTAL @ 2'_0' Scale: AS NOTED E5 TYPICAL ISOLATED FOOTING DETAIL CD 18 (2)-#5 CONT. BOT. S-20o SCALE: N.T.S. SLAB OVER WALL FOUNDATION DETAIL 3)#5 BAR CONT. 6 BOTTOM OF FOOTING 0'-6" 0'-101, 0'-6"EL. = SEE PLAN 1'-10" TYPICAL HAUNCH SLAB DETAIL S �200 SCALE: 3/4 - 1 0 9 S-200 SCALE: 3/4"= 1'-0" 8 SLAB ON SHELF FOUNDATION DETAIL S-200 SCALE: 3/4"= 1'-0" Sheet# CONNECT ROOF BEAM TO TOP OF POST W/ Z (2)-SIMPSON MTS16 TWIST STRAPS _`�"—ROOF BEAM, SEE PLAN g FOR SIZE AND LOCATION w // ALTERNATE SIDES OF POST W FASTENER SCHEDULE FOR STRUCTURAL MEMBERS Di Land ro WOOD POST, SEE PLAN DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACING OF FASTENERS Andrews FOR SIZE CONNECT TOPS OF —I Engineering CONNECT ROOF POST TO AND LOCATION RAFTERS ON _ iv A ROOF FRAMING POST/STUD BLOCKING BELOW W/CS16 OPPOSITE SIDE OF C? 0 1/2"0 A307 THRU-BOLT RAFTER TO TOP PLATE,TOE NAILED 3 8d PER RAFTER W/WASHERS CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST So County R, N.Y. Suite 10 COIL RAP RIDGE W/SIMPSON '- 0'-6" 1,010 ' " Southampton, N.Y.11968 LSTA30 STRAP MULTIPLE MEMBERS, CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAPOffice: (631)259-3959 O SEE PLAN FOR SIZE& CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED (5)16d EACH LAPROOF RAFTER AND ROOF QUANTITY COLLAR TIE TO RAFTER,FACE NAILED Info@DiLandroAndrews.com Z (3)8d PER TIESHEATHING. SEE PLAN FOR BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END SIZE AND THICKNESS, RIM BOARD TO RAFTER,END NAILED (2)16d EACH END RIDGE BEAM, SEE RESPECTIVELY,AND ARCH. PLAN FOR SIZE I DWGS. FOR PITCH ROOF RAFTERS TO RIDGE Professional Seal A 1/2"0 A307 THRU-BOLT W/ TOE NAIL 4 16d PER RAFTER I' iv WASHERS @ 16"O.C.W/ BLOCKING TO MATCH o (2)@ EACH END FACE NAIL (3)16d PER RAFTER OF NEW WOOD POST ABOVE WALL FRAMING .�E NENRy y�.p CONNECT CRIPPLE TO TOP PLATE TO TOP PLATE,FACE NAILED 2 16d PER FOOT HEADER WITH SIMPSON TOP PLATES LAPS AT CORNERS AND INTERSECTIONS 4 16d EACH SIDE O 2x BLOCKING FACE NAILED 24"O.C. PATS30 TWIST STRAP BETWEEN RAFTERS MULTI-MEMBER CONNECTION DETAIL STUD T STUD, C NAILED 16d 16" LON E S ~ °'� W TOP OR SOLE PLATE TO STUD,END NAILED 2 16d/ 3 16d PER 2x4/PER 2x6 Z 4 BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED 2 16d PER FOOT CONNECT HEADER/BEAM ,�21j $-3OO STUD TO SOLE PLATE TOE NAILED 2 8d OR 2 16d PER FOOT �Op �972�� a TO POSTMACK AND KING �J CONNECT RAFTERS TO TOP SCALE: N.T.S. DOUBLE TOP PLATES END NAILED (2)16d 12"O.C. R0FESSIONP� STUD W/SIMPSON OF WALL W/SIMPSON TS12 STRONG TWIST STRAPS DJO JOINTS, ACE NAIL IN LAPPED AREA OUBLE TOP PLATES,MINIMUM CHES OFFSET OF END (8)16d 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 LVL GIRDER APPLICATION FACEMOUNT HANGER FOR a 8d 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 8d EACH END BLOCKING TO JOIST,TOE NAILED 2 8d EACH END LVL GIRDER SEE PLAN TJI JOIST SEE PLAN BLOCKING TO SILL OR TOP PLATE TOE NAILED 16d EACH BLOCK j LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST SEE PLANS FOR HEADER JOIST ON LEDGER TO BEAM(TOE NAILED) 3 8d PER JOIST SIZE AND LOCATION BAND JOIST TO JOIST END NAILED (3)16d PER JOIST BAND JOIST TO SILL OR TOP PLATE OE NAILED) 2)16d PER FOOT SEE PLAN FOR 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"= 1'-0" S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= V-0" S-300 SCALE: N.T.S. WALL SHEATHING PANEL, SEE WALL SHEATHING PANEL, SEE SIMPSON HOLD SHEAR WALL END POST, SIMPSON HOLD DOWNS SCHEDULE SCHEDULE DOWNS AT ALL SEE SCHEDULE (f) SHEAR WALL AT ALL SHEAR WALL END END POSTS, SEE POSTS, SEE SCHEDULE J SHEATHING PANEL EDGE SHEATHING PANEL EDGE NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN SCHEDULE ANCHOR HOLD DOWN Q "A". SEE SCHEDULE "A". SEE SCHEDULE SHEAR WALL END POST, ° TO THE TOP FLANGE W SEE SCHEDULE OF STEEL BEAM W/ ° W THREADED ROD Q CONT.TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE SIMPSON A34 FRAMING ANGLE �nn MATCH FLOOR JOIST DEPTH CONT.TIMBERSTRAND TO I V MATCH FLOOR JOIST DEPTH THREADED ROD I I z CONNECTING II SEE PLAN FOR JOIST SIZE AND SEE PLAN FOR JOIST SIZE AND HOLD DOWNS I I NAIL BOTTOM AND SHEATHING SPACING I I TO BLOCKING PER NAILING NAIL BOTTOM AND SHEATHING SPACING THROUGH FLOOR I I Q PATTERN"B"SEE SCHEDULE TO BLOCKING PER NAILING SEE SCHEDULE — J SHEATHING PANEL EDGE PATTERN"B"SEE SCHEDULE SHEATHING PANEL EDGE LL NAILING PER NAILING PATTERN f— �'1 "7FA"SEE SCHEDULE NAILING PER NAILING PATTERN "N' SEE SCHEDULE I ° STEEL BEAM, SEE PLAN SECTION A SECTION B SIMPSON HOLD DOWNS AT ALL SHEAR WALL END POST, SHEAR WALL END POSTS, SEE SHEAR WALL END POST, SCHEDULE SEE SCHEDULE SEE SCHEDULE SIMPSON HOLD DOWNS AT SIMPSON HOLD DOWNS AT AT FLOOR LEVELS AT STEEL BEAMS 2x BOT.AND FLOOR SHEATHING. ALL SHEAR WALL END 2x BOT.AND FLOOR SHEATHING. ALL SHEAR WALL END NAIL AND SHEATHING TO LVL NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE POSTS, SEE SCHEDULE ° ^ PATTERN"B"ON SCHEDULE BLOCKING PER NAILING ° BLOCKING PER NAILING d- !1 PATTERN"B"ON SCHEDULE (2)-2x TOP (2)-2x TOP SOLID LVL SOLID LVL r BLOCKING LVL BLOCKING BLOCKING r LVL BLOCKING BETWEEN I-JOISTS BETWEEN I-JOISTS THREADED ROD CONNECTING HOLD THREADED ROD CONNECTING HOLD W z DOWNS THROUGH FLOOR, SEE elm DOWNS THROUGH FLOOR, SEE W _ SCHEDULE SCHEDULE SIMPSON HOLD DOWNS SHEAR WALL END POST,SIMPSON A34 FRAMING I— SIMPSON A34 FRAMING SHEAR WALL END POST, AT ALL SHEARWALL END SEE SCHEDULE ANCHOR, PROVIDE(2)- ANCHOR, PROVIDE(2)- SEE SCHEDULE POSTS, SEE SCHEDULE U)ANCHORS PER LVL BLOCKING O SIMPSON HOLD DOWNS AT ALL SHEAR ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR ° ° A WALL END POSTS, SEE SCHEDULE LVL BEAM SEE PLAN ANCHOR HOLD DOWN WITH SIMPSON HOLD = a— WALL END POSTS, SEE SCHEDULE (3)-PLY MIN. THREADED ROD THROUGH DOWNS AT z ° MIDDLE PLY OF LVL BEAM 2x BLOCKING,TYP.AT ALL SHEATHING PANEL EDGE 2x BLOCKING,TYP.AT ALL SHEATHING PANEL EDGE ° ALL SHEARWALL W PANEL EDGES NAILING, PER PATTERN PANEL EDGES NAILING, PER PATTERN END POSTS, SEE U 0 W 'WON SCHEDULE "A"ON SCHEDULE SCHEDULE W (V WALL SHEATHING SHEAR WALL END POST, - WALL SHEATHING 0 SB ANCHOR BOLT BY r V SHEAR WALL END POST,SEE SCHEDULE PANEL, SEE SCHEDULE SEE SCHEDULE PANEL, SEE SCHEDULE SIMPSON STRONG TIE OR n- P.T. SILL, SEE NOTE 4 APPROVED EQUAL SIMPSON HOLD DOWNS SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 AT ALL SHEAR WALL END P. SCHEDULE AT HOLD DOWNS AT AT ALL SHEAR WALL END ON SCHEDULE o FOUNDATION ° POSTS, SEE SCHEDULE 1/4"x 5"x�STEEJL Revisions POSTS, SEE SCHEDULE TOP OF FDN.WALL OR PLATE RECESSED LEVEL, SEE SCHEDULE TOP OF FDN. WALL OR CH SLAB AND DETAIL 2/S-301 No. Date Description HAUN HAUNCH SLAB INTO LVL BEAM 1 11/22/22 FOR PERMIT DRILLED IN AND ADHESIVE DRILLED IN AND ADHESIVE ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. 2 ANCHORED ROD Alf HOLD DOWNS ANCHORAGE OF P.T.FOUNDATION WALL AT LVL BEAMS AT FOUNDATION LEVEL 3 --/--/-- ---- AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. FOUNDATION WALL­"' ALL WALL OR HAUNCH 4 L WALL OR HAUNCH OR HAUNCH SLAB OR HAUNCH SLAB SLAB, SEE SCHEDULE SLAB, SEE SCHEDULE - TYPICAL SHEAR WALL DETAIL PERPENDICULAR TO JOISTS TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS TYPICAL HOLDOWN CONNECTION DETAILS DesgnedBY:: 6 NM " 7 8 S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= 1'-0" Drawn By : NM Checked By : AA NOTES: SHEATHING PANEL NAILING PATTERN "A" NAILING PATTERN "B" SIMPSON HOLDOWN 1. HOEDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR Date : 10/26/2022 ANCHORAGE OF P.T. SILL THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: MARK LOCATION TO TOP OF FOUNDATION WALL/ SHEATHING PANEL 2x BOT. AND FLOOR ANCHOR TO CAST IN PLACE END POST SCREWS A. AT SECOND FLOOR SHEAR WALLS, PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE Scale: AS NOTED THICKNESS BOTH SIDES OF WALL HAUNCH SLAB EDGES TO VERT. SHEATHING TO LVL MODEL FOUNDATION/ ANCHOR /SOLID WOOD SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD STUDS TO HORIZ. 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 2 Y?Jx12" LONG ANCHOR (14) SDS j x 22 USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. SWA FRAMING PLAN 1/2 N BOLTS AT 4'-0"o.c. 10d AT 6 O.C. 16d AT 6 O.C. HDU2-SDS2.5 SB 5/8x24 18 (2)_2x SW-2 REFER TO 1/2" N 2"!?1x12" LONG ANCHOR 10d AT 4"O.C. 16d AT 4"O.C. HDU5-SDS2.5 SB 5/8x24 18" (14)SDS 4 x 22 SHEAR WALL SCHEDULE AND NOTES S �300 FRAMING PLAN BOLTS AT 4 0 o c. (2)-2x 9 S-300 SCALE: N.T.S. Sheet# SB ANCHOR BOLT BY Di La nd ro SIMPSON STRONG TIE OR �E Andrews SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE APPROVED EQUALi- E n g i n e e r i n g HURRICANE STRAP HURRICANE STRAP RIDGE STRAP MODEL#CS 16(TYP.) MODEL#H8(TYP.) MODEL#LSTA30 U-13"MIN. EDGE DISTANCE 158 Count Rd. 39, Suite 10 (16"O.C. MAX SPACING) (16"O.C. MAX SPACING) 4 y zz Southampton, N.Y.11968 Office: (631)259-3959 ao #5 BAR CONT. a Info@DiLandroAndrews.com A F. FOUNDATION WALL e FOUNDATION WALL MIN EMBEDMENT, SEE SHEAR M OR STEM WALL OR STEM WALL Professional Seal WALL SCHEDULE ON S-300 ° g - 4" 16" 16" SEE PLANS SEE PLANS 0'-14"MIN. EDGE DISTANCE d T iN "P" OF NEW 0'-6"MIN FOR SB5/8x24 a. N FOR STEEL FOR STEEL .<<G y 0'-8"MIN FOR SB7/8x24 "a a ae W o SEE NOTE 3 <( PLATE SIZE PLATE SIZE �P NENRY O,p� ATTACH FLOOR TO FLOOR ATTACH EACH RAFTER TO PLATE ATTACH EACH RAFTER TO RIDGE 0'-4IZL 4"MIN. (SB5/8 AND 7/$) ° STEEL PLATE STEEL PLATE O� 5"MIN.(SB1) _�. TO BE FLUSH TO BE FLUSH �_ °s m a� SECTION PLAN-CORNER 31 WITH WOOD WITH WOOD w FRAMING FRAMING CORNER NON-CORNER CORNER Fp D9720� SIMPSON STRONG-TIE SIMPSON STRONG-TIE INSTALLATION INSTALLATION INSTALLATION A9�FESSIONP� HURRICANE STRAP HURRICANE STRAP 01-21" SECTION A-A SECTION A-A MODEL#SSP(TYP.) MODEL#HETA40 (TYP.) (INSTALL WITH ARROW (BOLT MAYBE INSTALLED (INSTALL WITH ARROW �N 2 Q 2-LVL 3-LVL MODEL#DSP FOR DOUBLE STUD (16"O.C. MAX SPACING) ON TOP OF BOLT AT 45°TO 135°AS SHOWN) ON TOP OF BOLT ° (16-O.C. MAX SPACING) ORIENTED AS SHOWN) ORIENTED AS SHOWN) (2) ROWS OF 5/8"0 BOLTS W/ WASHERS STAGGERED AT 16"O.C. NOTES: 45° 135°/JD°/45° 135° 1. USE 1 3/4"x LVL AS PER PLANS. . W/(4) BOLTS AT SUPPORTS,TYP. ANCHOR BOLT, 2. COUNTER SUNK BOLTS SHALL NOT BE PERMITTED. • :y., » ::; • : q TYP. 3. WHERE CONCENTRATED LOAD EXISTS"P"AND BEAR .. ••• • 24 h v s h �E. ' ' •� • : : ' ' �, ° °` ON FLITCH BEAM, LOCATE (3) 5/8"0 BOLTS STAGGERED • AS SHOWN. OUTER EDGE OF CONCRETE,TYP. ATTACH FLOOR TO FOUNDATION PLAN-ANCHOR BOLT PLACEMENT 1 TYPICAL EXTERIOR WALL STRAPPING DETAILS 2 SB ANCHOR BOLT AT FOUNDATION WALL 3 TYPICAL FLITCH PLATE DETAIL S-301 SCALE: 3/4"= 1'-0" S-301 SCALE: 3/4"= V-0" .J — POST, SEE FRAMING PLAN Q W SIMPSON CPT66Z 0 POST BASE (2)-1/2"0 ANCHOR BOLTS V ADHESIVELY EMBEDDED 5"W( z SIMPSON SET XP EPDXY C_ Z 12"0 SONOTUBE G O W Q LL Lu ~O (3)-#5 DOWELS AT a W/0'-8"HOOK O U_ BF28"BIG FOOT z FOOTING" 0 ih d. 4 SONOTUBE FOOTING DETAIL S-301 SCALE: 3/4"= 1'-0" ~ }- LLI z W U O �.. W N W W 04 a Revisions No. Date Description 1 11/22/22 FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- 4 --/--/-- ---- 5 --/--/-- ---- Designed By : NM Drawn By : NM Checked By : AA Date : 10/26/2022 Scale: AS NOTED S �301 Sheet# _j JOIST DETAILS Plate nail-16d(0.135"x 3Yz") Load bearing or braced/shear wall /57N1X"round holes may be cut above(must stack over wall below) anywhere in web outside of Plate nail, 16d 0.135"x 3Y") Plate Hall,16d(0.135 x 3Y") � at 12' on-center Load bearing or braced/shear wall above Y ( When sheathing thickness exceeds/ , Blocking panel:1y"TJ®Rim Board, must stack over wall below when resent ALLOWABLE HOLES - TJI® Joists hatched zone if they are at 16"on-center at 16' on-center 9 2x_stud wall at Floor panel nail- ® ( present) located 3"away horizontal) Blocking panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Y")at 6"on-center 1y4 or lY TimberStrand LSL or No load bearing Y y ® Web stiffener TJI®'oist. wall above Min.distance from Table A Min.distance from Table B (edge-to-edge) 1Ye'TJ Rim Board, 1Ya"or Plate nail-16d 0.135"x�" , Blocking panel: from a larger hole. � 1y"TimberStrand®LSL or required on both ) Web stiffeners required on 2x4 minimum Web stiffeners 1Ya"Blocking Rim Board, DO NOT 66 ®• sides at A2W ONLY at 16"on-center TJI joist Sheathing both sides at A3.4W ONLY squash blocks required each side 1Y4"or 1y"TimberStrand®LSL cut or notch flange. Floor panel nail- i D i La n d ro °� And rews 8d(0.131"x 2Y2")at 6"on-center* boundary nails, at 133W ONLY or TJI®joist ' • 8d(0.131"x 24") 1y"or 1 y" -� 1°� ",tl� at 4"on-center TimberStrand® Y6" Web stiffeners 6" O � •' 0 g" E n g i n e e r i n g Rim-to-joist Web Stiffeners required I nail each side at A3_W LSL rim board. B1 tstifieners required on bothToe nail, Toe nail, Toe nail-10d(0.131" sides of both joist 6" Li 2 x D1 D, Closely grouped round L 2 x L Dz1Y"TJ®Rim Board, When sheathin t holes are ermitted if 6 6 158 County Rd. 39, Suite 10 10d(0.131"x 3") 10d(0.131 x 3") gx 3")at 6' on-center ends at B4W ONLY ho field eut minimu p minimum No Held cut Do not cutat 6"on-center at 6"on-center (A3.1/A3.1 W onlyJ ® thickness exceeds$", m� required 1Ya"or 1)z"TimberStrand LSL. trim sheathing tongue End of joists at DO Nor holes in (applies to all holes the group perimeter holes In holes larger Southampton, N.Y.11968 on both sides at B1 W ut holes in cantilever except knockouts) meets requirements for hatched than A2"!n Office: (631) 259-3959 TJI®rim joist at rim board centerline reinforcement. zones q Web stiffener Toe nail-10d(0.131"x 3") round or square holes. zones cantilever and B2W ONLY of support Info@DiLandroAndrews.com required on both Must have 1%"minimum at 6"on-center* Install proper blocking to Blocking panels may be required Table A - End Support * sides at Al W 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 edge of hole to inside face of nearest end support Al A1W rim joist perA3 detail. walls above or below-see detail B1 below-see detail B1 B4 B4WJOISr • ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 819 0000 00 00 Till, *For additional installations specifications see Rim Board A3.4 A3.4 * DEPTH X„ ,•• X„ ,„ Professional Seal *For additional Installation specifications see Rim Board Details and Installation In A3W A3.1 eA3.2 eA3.3 P OO Nail through 2x_cantilever,wood backer andr' 3" a' s s r s/ 1r 13" r 3" a" s 6 7" s� 1r' 13~O O Details and Installation in Weyerhaeuser Guide 110 r-o" r-6" r-0" T-0" 5'-0" r-0" r-6" r-6^ T-6" 4'-6" Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. Y 1Y"TJ®Rim Board or 1Y4"or 1}�"TimberStrand® Blocking TJI®joist web with 2 rows 10d(0.148"x 3") eY„ 210 1'-0" t•-s" 2•-6• 3'-0" 5'-6" 1'-0^ T-0" z'-6" 4'-0" 5--g- for Floor and Roof Framing,TJ-9001. LSL. Nail with 10d(0.131"x 3")nails,one each at panel nails at 6' on-center,clinched. 230 1'-6" 2'-0" 2'-6" T-6" 5'-6~ 1'-0" T-0•' T-0" 4'-6' 6-0" OF New top and bottom flange.Nail to blocking panel with Use 16d(0.135"x 3y")nails with 3Y"TJI® 3so r-6" 2'-0" 3'-01' 4'-0" 6'-0" r-6" r-6" 3'-6~ 5'-W s-6" �P ENRY Q connections equivalent to floor panel schedule. joist flange widths. 5so 1'-s" 2'-s" 3'-s^ 5'-0" 7'-0" 2-0~ 3-0" a'-o~ 5'-6^ s-o" 6'-0"length of TJI®joist 8"diameter maximum hole for 11Y8"- ® o 110 1'-0. r-0" r-s" 7-0" 2'-6" T-0" 5•-6" r-0~ 1'-s" r-0" 7-6" 4'-6" 5'-0" -0" 1Ys"TJ Rim Board 1Ya"or 1Yz' TimberStrand reinforcement and filler 16"deep blocking panels;6"diameter 210 1'-0" 1'-s~ 2'-0^ 2'-0" 3'-0~ 3'-6•' s'-o" 1'-0" 1•-6" 2•-6" 3'-0" 5'-0" 5•-s^ 6'-6" 4'-0"length of 7 „_ LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11%" 230 r-0" r-6" 2'-0" 2'-6" T-0" T-6^ s•-6" r-0" 2'-0" r-6" 3'-6" 5'-s" s-6" r-o" � 9 8"diameter maximum hole for 11/ block. Use 4'-0"length maximum for blocking panels 9y" j W 3q°reinforcement ® , one each at top and bottom flange. 360 T-6" 2'-0" T-0^ T-6" 4'-6" 5'-0" 7'-0" 1'-6" 2'-6" 3'-6" 4'-6" 6'-6" 6'-6" T-8" 16'deep blocking panels;6' diameter with 9Yz'and 11/' TJI eep or shorter than 12' long. with one 8d(0.131' x 2Yz') 8"diameter maximum hole for on one side at E2, Attach reinforcement to joist nail at each corner 560 r-6" r-6" 3••0" 4'-0^ 5'-6" 6•-0" s'-0" 2'-6" T-6" 4'-6» 5•-6» 7'-0' 7'-6" 8'-0" � maximum for blocking panels 9Yz' joists. Do not cut flanges. 1 F1 applies to - � Web stiffeners 11/"-16"deep blocking panels; both sides at E3 with one 8d(0.131"x 2y") 110 r-0" r-0" r-0" r-0" r-6" 2'-0" T-0^ 5'-6" r-0" r-0" r-6" r-0" 3'-6" 4%0" 6'-0» 8--g- Load or shorter than 12"long. Horizontal blocking uniformly 210 r-0" r-0~ r-0" 1-6° z-0" 2'-6" 3'-6" 6'-0~ r-o" r-0^ - - 2'-6" . - a'-6~ s'-6^ s'-6" FQ U9720� Load from above required on both 6"diameter maximum for 1Ya"TJ®Rim Board 1Y4"or 1Y2" nail at each corner panels between each loaded joists 14' 230 1'-0" 1'-0" 1'-0" 1'-6" Z-6" 2-6" 4'-0" 7'-m t'-0" 1•-0' 2'-0" 3'-0" 4•-0" 5'-0~ 7'-0" 9'-0" Do not cut flanges. p sides at E1 ONLY blocking panels 9Y2"deep or TimberStrand®LSL. Nail with joist.Nail to top plate with y �FESSI�N shorter than 12"long. " only. 36o r-o» r-o" r-6^ z-s» 3'-s" a'-o•' S'-s" e'-a' r•o° r-s~ 2'-s^ a•.o^ s'-o» 6'-s^ a'-o^ s'-s" 10d(0.131"x 3")nails,one 12"length of Y4" connections equivalent to Wood a v� 560 r-o" r-0" 2'-0" T-0" 4'-6" 5'-0" 6-6" 9'-0" r-6" T-0~ 4'-0" 5'-0• T-0- 7'-6" 9'-0" 10'-0" Ys Do not cut flanges. 1Ye"TJ®Rim Board or 1Ya"or 1Y" each at to and bottom flange. ��� et \.jl 110 r-o" r-o" r-o^ r-0" r-0" r-0" r-0" T-0" 5%0" 1%0" 1•.0" r-o„ r-6" T-0^ 3'-0" 5'-6" 7'-6" 10'-0" ® P g reinforcement on floor panel schedule. backer a 1: TimberStrand LSL. Nail with 10d s �` e s° 210 r-o" r-o" r-o" r-o^ r-o^ r-6" r-6" 3'-s" s-o" r-o° 1-0° r-o" 2'-0~ 3'-0" 3-s^ s'-s^ s'-o^ 1r-0~ one side at E5, 12' length Of/" l��e t lA� O`da 16" 230 1'-0" 1•-0" 1'-0" 1'-0„ T-6" 1'-6" T-0" 4'-0- T-0" 1'-0" 1'-0'• 1'-o" 2'-0" 3'-6" 4'-0" T-0" 9'-0" 11'-0" (0.131"x 3")nails,one each at Attach reinforcement to both sides at E6 g 3 \�Z \eye ��\ j top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side oa����g<° 1���\° 5so 1=0^ 1'-0^ 1'-0^ 1=0" 2'-s" 3-0� 5.o~ 7'-s" 10 0" 1=0" z o^ 3=0^ All-6- s=s T-o" 1� 0° . 10d(0.148"x 3")nails at 6" blocking between at ET both sides at E8 F1 \e 2x4 minimum Attach reinforcement " on-center,clinched. Use 2 each joist a" 6" T' s' 10•• 12" 14'/;• 16%Q' 4•' s 7" e" 10" 12" 14/• 16Y4" -A Less than 5" squash blocks I to joist flange with 2 rows with 9y"and 1178" Less than 5" E7 E8 18„ 360 r-o' 1'-0" 1'-0" 2'-0~ 4'-0' S-s~ 9'-6" 1'-0" 3'-0" 4'-6" ® p" 8d(0.131"x 2y")nails at 6" a��� TJI®joists. sso r-o" r-o° r-o' r-0" 4'-6" T-o" 10'.6" z'-0^ A"TJ Rim Board or 2'. ��` on-center.When reinforcing � E5 E6 j Gap*: WEB STIFFENER ATTACHMENT 360 r-o" 1'-0" r-0^ r-o» z'-o~ a'-o~ CS Use 2x4 minimum squash blocks to 1Y4"or%"TimberStrand®LSLS Face grain a+�� g S- zo" R` both sides,stagger nails. Ys"minimum sso r-o~ r-o" r-o" 1'-0~ r-o" a•-s" s'-s° 1r-o° r-o° 3'-s° s-o" T-o" 1a-s" 13'-0' 1a•-s~ 15'-s~ transfer load around TJI Joist Nail with 10d(0.131 x 3") horizontal E4 Not for use with 31112"TJI® joist flange widths 1„ 23/"maximum ® E1 E1 nails,one each at top and E3 g (%"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 TJI0joist blocking with end JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathing pp y Web stiffener both sides. DEPTH g adhesive to all blocks installed at Y3 joist-span 2" 3» 4" 5•' 6)�" 7" 8%" 11" 13" 2" 3" 4" 5" 6)�" 7" 8?�" 11" 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 tto r-o" 2'-6» 3'-s" 4'-6" 7'-s" r-s^ 2'-6^ 3'-s° 5'-s^ s'-s" be a minimum of 60% Hanger Backer Block:Install tight Maximum Ya"overhang two 8d 0.113"x 2 Attach per the table. ( Yz") Tight fit (gap at bottom flange) yy�.. 210 z-o" r-s~ a'-s° 5'-0" e'-o^ r-a' 3'-0^ a'-o^ s•-6° T-s" of joist depth Nails shall be driven from to top flange(tight to bottom permitted at beam. Treated 2x_ nails or 230 2'-6" T-0^ 4'-0" 5'-6" s'-s" 2%0" T-6" 4'.6" 6'-6" 7'-6- alternating with face mount hangers). a� Nailing Requirements 360 T-0" a'-o" 5'-6~ 6•-6" 9'-0" T-0" a'-6" alternating sides.Clinch nails ledger �aQ 2y"screws, Depth Minimum Web N Clinch nails when possible. ••, 0�5 1• ical TJI Joist Series in. Stiffener Size Type Number Nails sso 3'-6" 5'-0" s'-o" r-s~ 10•-0» a•-o^ 5•-s~ s'-s" a'-o" 9•-0" LL when possible. See fastener typical (in.) yP 110 r-0" r-o" r-6" 2•-6" 4'-0^ 4'-s" a'-s" r-0- r-s" r-s" 4'-0" T-0^ T-0" 9-s" 1Ys"TJ®Rim Board or 1Y" �c End Intermediate table below.Maintain �Q 5 „ 210 To- 1'-0" 2'-0- T-0" 4'-6" 5'-0" 9'-0" 1'-0" 2'-0" 3'-0" 4'-6" B'-0" 6'-0" 10'-0" W or 1y"TimberStrand® LSL. 110 All /s x 25/6'"In • 2"distance(minimum)from 3 „ 5 I�i 8d 11%� 230 1'-0" Z-0" 2'-6" 3'-6" 6-0" 5'-6" 10•-0" 1•-0" r-6" T-6" 5'-0" 8'-6" 9'-0" 10•-6„ Top mount `: I edge of ledger to fastener. ` 210 All Y4 x 218' „ 360 2'-0" T-0" 4'-o" 5'-6" 7'-0" T-6" 11'-0'• 2'-0" T-6" 5'-0" T-0" 9'-6" 9'-6" 11•-0" hanger � :,• Option#2: 230&360 All %"x 2 Is'r1> (0.113"x 2Y ) 3 3 560 r-6" 3'-0„ 4'-6" 5'-6" 8'-0" 8'-6" 17-0" T-0^ a'-6" 6'-0^ a'-0" 10'-6~ 1r-0" 1r-o" Z) / Fastener Allowable Load(2)(lbs/bolt) 2x_strapping installed atY3 16d 110 r-0" r-o" r-0" r-o~ 2'-0" r-6" 4'-6" e'-6" r-0• r-0" r-o" 2'-6" s-0^ 6'-0" 9•-0" 12'-0" Z W Face mount Backer block Y2"Through bolt joist-span locations using two 560 All 2x4(2) 210 t'-o" 1'-0" 1'-0" 1'-0" z'-6" 3'-0" 6-6" 9'-6^ 1'-0" 1'-0" 2'-0" 3'-6" 6'-0" 7'-0" 10'-0" 13'-0" hanger both sides of web Rim Board Material Y2'lag bolt Y2"Through bolt with Air Space 2Yz"screws per joist,typical (0.135"x 3Yz") 14" 230 1'-0" 1'-0" 1'-0- 2'•0'• T-6» 4'-0" s'-0. 10'-6» 1'-0" 1'-0" z•-6" 4'-0" 6'-6" 7%6" 11%0" 13'-6" Q with single TJI®joist %"TJ"Rim Board(3) 480 695 18' 4 4 360 r-0" r-0" 7-0" T-6" 6-6" 6'-0" e'-6" 12'-6- r-0" r-0" 4'-0" 5'-6" 9•-0" 10'-0" 17-0" 14•-0" Web stiffeners required if sides of 1 a"TimberStrand LSL 610 725 615(4) Option#3: 560D 20" 2x4(2' 16d 5 5 660 1'-0" 1'-0" r-6" 3•-6" 5•-6" 6'-6" 9'-6" IT-6" r-0" T.0" 5•-0" T-0" 10'-0" 1r-0" 13%6" 15'-0" With top mount hangers,backer block required only 1 , TimberStrand®LSL 675 725 Directly applied ceiling 22"(3) (0.135"x 3}r2") 6 11 110 1'-0•' 1'-0" 1'-0" 1•-0" 1•-0" 1•-0" 2'-s" 5'-0" s'-6" 1'-0~ 1'-0~ 1'-0" 1'-0" 3'-6" 4-6" e'-6" 11•-6" 16-0" 1/ H1 hanger do not laterally support at H2 H3 24"(3' 6 13 210 r-0" r-0" r-0" r-0^ r-o" r-o• T-6" 6'-0" 19-0" r-o" r-0' r-o" r-6^ 4'-6" 6-6" 10'-0" 12'-6~ 16'-0" O least%"of TJI®joist top flange for downward loads exceeding 250 Ibis or for uplift O (1)Corrosion-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" 6•-6•' 11'-0" 1'-0" 1•-0" 1'-0" 2'-6" 5•-0~ 6'-0" 101-6" 13'-s" 1s'-6" LL W conditions.For nailingrequirements see page 5 TJ- (2)Allowable load determined in accordance with ASTM D7672. O O (1)PS1 or PS2 sheathing,face rain vertical q P g O the bracing options above is required g 360 r-o" r-o^ r-o" r-o^ 3'-0^ a'-o" 6'-6» 10'-0" 13'-6" r-o^ r-o•' r-o~ a'-o" r-s" s'-s» 13'-0^ 1a'-6" n'-o•' '-- 9001,Weyerhaeuser installation Guide for Floor and (3)1Ys"TJ®Rim Board is allowed with joist depths<_16"only. g p q (2)Construction grade Or better sso 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 7'-0" 11'-0" 15'-0" 1'-0^ 1'-0" 3'-6" 5'-6" 9'-0" 19-0" 14'-6" 16'-0" 19'-0" W Roof Framing, TJ-9001. (4)Maximum y"shimmed air space. 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 4" 6" 7" 8" 10" 12" 143/a" 1 s'Y,.. 4" 8" 7" 8" 10" 12" 14%." 1 s'/.•• BEAMDETAILS FASTENING of FLOOR PANELS 360 t'-0" 1'-0" 1'-6" T-0" -0" 9'-0" ta' 1'-0" 4'-0" s'-s» 9'-0" 14'-6~ 16'-6" 19'•0'• O Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 1a 560 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 15'-6" 1'-0" 6'-0" 8'-6" 11'-6" 16'-6" 18'-0" 19'-6" TJI (1u2) Rim Board IY4" TJI®Joists 110 210 230 or 360 360 560 560D 20„ 360 r-o" r-0^ r-o" r-0" T-0" 6•-0" 1P-0" 15'-0~ r-0" r-6" 4'-0" T-0^ 1r-6" 16'-6" 19•-0" 20'-6" >_ BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1Ys"TJ® TimberStrand®LSL TimberStrand®LSL Microllam® Parallam® t 560 1'-0" 1'-o" 1'-0.. 1•-0" 1'-6" 5'-6" 11'-6" 16-6" 1'-0" T-0" 6'-0" 8'-6" 14'-0" 17'-6' BEARING AT WALL and 230 560 Rim Board 1Y4' 1Yz" or wider LVL PSL Depth 9Y2•--1i% 14"-16" 9Yz"-11/s 14"-16" 9Yz"-11 ,- 14"-16" 18"-20" 11r/s'• 14"-16" 18'•-20" 22"-24" Rectangular holes based on measurement of longest side. OR WINDOW HEADER CONNECTION CONCRETE WALL • Leave Y"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. J ' ® 8d(0.113"x 2Y"),8d(0.131"x 2Yz'") 4" 3" 6" 4" 3" 3" 4" 4" Filler Block(1) 2x6+3/" 2x8+3/" 2x6+y" 2x8+y' 2x12+yZ' Two Two Two Four%;'x 15" • Tables are based on uniform load tables in current design literature. �JJ 1y"TJ Rim Board or Strap per code if top plate 1Ya"or 1 y"TimberStrand® is not continuous over 10d(0.148"x 3"),12d(0.148"x 3Y4") 4"(3) 4"(3► 6" 4" 3" 3" 5„ 4' (Detail H2) 2x6 2x8 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing 9 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located Q .I LSL or blockingfor lateral header 16d 0.162"x 3Yz") 6" 6" 16"(4) 6151 6»(5) 6"(s) al 2x6+8" 2xl0+%" 2x6+Y" 2xl0+Yz" at the center of the joist span provided that no other holes occur in the joist. U ( 8"( 6" Cantilever Fitter 2x6 2x10 Not j p p j support 1 Stagger nails when using 4"on-centers spacing and maintain YF joist and panel edge distance.One row of fasteners is (Detail E4) 4'-0"long 6'-0"long sheathing sheathing sheathing sheathing applicable Not applicable ^ L ( ) 99 g p g p g permitted 4'-0"long 6'-0"Ion 4'-0"long 6'-0"long ALLOWABLE HOLES - Headers and Beams uj L.L I� Strap per code if to . • panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for P P P blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. Backer Block(t1 plate is not continuous .' (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least%_'and staggered. (Detail F1 Y8'or Y4" Y"or r W or 1"Net 2x6 2x8 2x12 Two%"x 15" 1,55E TimberStrand® LSL Headers and Beams J Q over colum n (3)With 10d(0.148"x 1Ys")nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) sheathing 2 x diameter of the ~ Top mount (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1Y;'(to minimize splitting). Nail Size Filler (0.131"x 3") ((0.131 1 IV x 3 ") largest hole(minimum) ~ hanger ••' S Backer (0.131 x 3") ( )Can be reduced to 4"on-center if nail penetration Into the narrow edge is no more than 1Ya"(to minimize splitting). }3 depth Protect untreated 32 50 Allowed hole zone Column Face mount (6)Can be reduced to 3Yz"on-center if nail penetration into the narrow edge is no more than 1Ya"(to minimize splitting). Filler hanger 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 15 contact with recommendations listed above. Quantity(2) Backer - ----- -- ----- 15 15 - L1 L2 L3 See current Weyerhaeuser L4 concrete ■Maximum nail spacing for TJI®joists is 18"on-center. 0 L O ®. (1)If necessary,increase filler and backer block height for face mount hangers and maintain gap at top of joist;see detail W.Filler and backer block ------ __ 0 ------• ■14 ga.staples may be substituted for 8d(0.113"x 2Y')nails if minimum penetration of V into the TJI joist or rim board is achieved. dimensions should accomodate re 0 0 0 0 0 1.55 E TimberStrand®LSL O literature for framing connectors O required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). ■To minimize splitting,maintain edge distance and row spacing of Z14 x nail diameter or%",whichever is greater. (2)Clinch nails when possible. Header or Beam Maximum Round ■Nailing rows must be offset at least Yz"and staggered. Depth Hole Size ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. 9Y4"-9Yz" 3" Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at 8,. 8., 11Y4"-11 X" 3 Fastener Installation Requirements O cantilever and end bearings by blocking 14%16' 4%" Piece #of Fastener TJI®joist floor framing does El panels, hangers,or direct attachment to General Notes See illustration for allowed hole zone Width Plies Typer" 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 sides,stagger fasteners on the second uniform and/or concentrated loads anywhere along the member. BEARING AT loci nails 3' 3r2' gg mid-span blocking • Round holes only 12" side so they fall halfway between r COLUMN 2 12d-16d nails 3 Y" 20) One side fasteners on the first side. • No holes in headers or beams in plank orientation. Screws 3 s"or 3Y" 2 24" H2 Other Trus Joist® Headers and Beams loci nails 3" 3(2j Al 12" Both sides Rim board joint ® LI.! 12d-16d nails 3Ya 2(2' DO NOT bevel cut joist Microllam LVL B z 3 3 3 beyond Inside face of wall. E2 between joists DO NOT overhang seat cuts 1.3E TimberStrand® and Parallam®PSL W _ 3/"or 3Y" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Ya depth Screws 2 24" Load must be applied evenly across 3. L.L 5" One side entire beam width.Otherwise,use face of support member. largest hole(minimum) - DO NOT cut notch or drill I_ Verify column capacity loci nails' 3" 3(2' connections for side-loaded beams. • '•• holes in headers or beams (J, and beam bearing 12" One side L5 length.See current 4 12d-16d nails('' 3 Y," 2(2) (per ply) d __-1 except as indicated in L--- - 1 0 o illustrations and tables. = O Weyerhaeuser literature. 5"or 6" Both sides o 0 o L �- Screws 3 2 24" Multiple pieces can be nailed or bolted together to ® es I-' z 6/' One side L6 form a header or beam of the required size, up to a TJI rim joist Microllam® LVL and other Trus Joist®Beams 5"or 6" Both sides maximum width of 7" 1Y"TJ®Rim Board or Parallam®PSL Header or Beam Maximum Round )--- LIJ Screws 3 2 24 L3 1Y4"or 1 y"TimberStrand®LSL. allowed hole zone Depth Hole Size Q W 3Y2' 2 6 1, One Side A2 middleY3 span 4%" V � N n/ Y2"bolts 8" 2 24" - 5Y2" 1Y4" N �L.L 0. d 1.3E Timber5trand® LSL allowed hole zone d r COLUMN DETAILS (1)10d nails are 128"diameter;12d-16d nails are 0.148"- 162"diameter,screws are SDS,SDW, USP ws,or TrussL01C® B1 L1 7Y4 20" 2" 0 V (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone 11 (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 • No holes in headers or beams in plank orientation. No. Date Description I e (Load bearing wall above) 1Ya"TJ Rim Board or 1Y"or 1 Y"TimberStrand®LSL. Joist may be shifted up to 3"if Use B1 or B2 at 1 i One 10d(0.128"x e floor panel edge is supported O B4 intermediate bearings WARNING 11/22/22 FOR PERMIT One 8d(0.113"x 2y") nail into each flange 2 and span rating is not exceeded. With load bearing Or nail each side.Drive Do not cut joist flanges. g Joists are unstable until braced laterally 3 P1 nails at an angle at Plumbing Drop braced/shear above all Bracing Includes: -- - O least 1Y"from end. 4 --/--/-- - End of joists • Blocking • Sheathing • Strut Lines •• O / 9 Board • Rim Joist 5 4-4-- - -- • Hangers • Rim at centerline �--� 3Yz"minimum of support COLUMN BASE 3 intermediate bearing Also see detail B2 pp 1/ minimum end bearing 9 single-family applications 5Ya"may be required Designed By : NM for maximum H1 Shear transfer.Connections equivalent capacity o to floor panel nailing schedule aP fs Drawn By : NM Rim to TJI@)Joist o ° DO NOT walk on joists DO NOT walk on joists DO NOT stack buildin Checked B AA :;; }, :'�"•:' 1Ys-'TJ®Rim Board, 0 TJI®560 rim joist:Toe o until braced. that are lying flat, materials on unsheathed y • 1y"or 1 y"TimberStrand LSL. Additional joist is required if O :4• . / WARNING NOTES: ® nail with 10d(0.128"x 3') o \ . • � INJURY MAY RESULT. joists.Stack only over or TJI 110 rim joist: floor panel edge is unsupported L4 P2 One 10d(0.131"x 3")nail into nails,one each side of or ifs an rating is exceeded. t beams or walls. TJI®joist flange TJI®560 p 9 Exterior Deck DO NOT use sawn each flange •• o 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 : 10/26/2022 INSTALLATION TIPS o board or blocking, ®. ELEVATED One 16d(0.135"x 3y")nail Into •;. . • .�.` Sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. AS NOTED each flange. 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 ;1--1( ® •Subfloor adhesive will improve floor performance,but o after installation. accomplished b a 1%"minimum bearing With depths>16',use TJI 360 rim joist. may not be required. p y temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 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(1x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light constriction loads-such as a worker or •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-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. of a TJ It joist(with web stiffeners)is not a substitute concrete 1Y"knockouts O H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. extended to a braced end wall. 1Y6"TJ®Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. 1Y4"or 1 y"TimberStrand®LSL. 12"on-center two 8d(0.113"x ZYz")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this S �302 "`- •When joists are doubled at non-load bearing parallel• i 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 .com/inform. P3 p plumbing or HVAC. ® TM flush with inside face non-shrink See framing Ian If applicable)or SUSTAINABLE Drive nails at an 9 P ( pp ) of wall or beam FORESTRYgrout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). p n Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyv..rhaeuser Weyerhaeuser NR. ©2020 Weyerhaeuser NR Company. All rights reserved. Sheet# minimum from end end and intermediate bearing lengths. �, _A1111111waw■lam■ September 2020 Reorder TJ-4015 This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framin TJ-9001 and the Deep Depth Trus Joist TJI Joist Installation Guide D-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 3Ya")nails. Ridge Connection Connect rafter to valley with 16d(0.131"x 3Ya'") nails per table below. Dormer Framing TimberStrand®LSL or Toenail with four 16d 0.131"x 3Ya" nails TimberStrand®LSL rafter 1 x or 2x_ceiling joists Four 16d(0.131"x 3Ya")nails i ® ( ) Attach blockingto lateral bracing at 48 Microllam LVL ridge board each side, or four 16d 0.131"x 3Y" nails at each end of strap/cleat Di La nd ro \ through ridge into rafter ) rafter with two 16d on-center or as specifiedAt (0.131"x 34")nails Toenail hip/valley to t �- �� Andrews ® Sheathing or other lateral Hi member or post with three Header joist see plan E n g i n e e r i n g Toenail header to rafter with four 16d (0.131"x 3Y4") TimberStrand bracing as required P 16d(0.131"x 3Ya") nails from each side or use a hanger for reactions valley beam 158 Count Rd. 39, Suite 10 LSL rafter nails per side exceeding500 lbs. See FramingConnectors tables Y Lateral blocking per in Weyerhaeuser Roof System Guide, TJ-9005 for Southampton, N.Y.11968 code or for lateral o Sloped bearing surface hanger capacities. y Office: (631)259-3959 wind requirements TimberStrand LSL g P ceiling joist Attach post to bearing wall or Beam or ceiling joist Info@DiLandroAndrews.com beam with three 16d(0.131 x g A23 or A3 clips each side. 2x TimberStrand®LSL plate 2 times joist spacing, 3Ya'") nails per side sized to support post Addresses lateral load only, minimum ( y, (connection design may be Professional Seal not intended for wind uplift.)" required, contact your 3"maximum rafter Weyerhaeuser representative) Structural sheathing Rafter-to-Valley Connection Additional connections may be required seat cut overhang Attach late to rim with g r40)_\_\EN NEW P Rafter Roof Snow LoadY to resist wind forces in high wind zones Rafter R 1. �16d(0.131"x 3Ya'")nails On-Center 30 LL+ 15 DL 50 LL+ 15 DL 80 LL+ 15 DL at 12"on-center S acin SpanP 9 Number of 16d(0.131 x 3 Y4) nails required ?�Minimum Ridge Board Depth 6' S 5 5 m rs Rafter Pitch *Angle Clips 16 1 ' 5 5 8 \' LU Rafter 4:12 to 9:12 10:12 to l l:12 12:12 Hanger Nailing Size Clip 18, 6 9 12 See plan for member F 0 ' Ridge Board Sizes Type Top Plate Rafter/Ceiling Joist Rafter Connection for Thrust: 24' 8 12 9 720( oA90FESS10NP� 2x6 2x8 2x10 2x10 Simpson A23 10d x 1Y" 10d x 1Y2' •For lap connection nail quantity requirements, see Rafter Span and Heel Ceilingoutlookers 6' 5 5 7 2x8 2x10 2x12 2xl2 Strong Tie® Connection Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. at hip end 12' 6 8 11 2xl0 14" 14" 14" LISP Structural -If fewer than 8 nails are required, use only one A23 or A3 clip, each side. 24"2x12 14" 16" 16" 22 Connectors® A3 10d x 1Y" 10d x 1Y2' -If 8-15 nails required, use two A23 or A3 clips, each side. 24, 12 13 Open, see plan R R "Contact your Weyerhaeuser representative 24 26 for additional connection information. 1 Trimmer joist see plan Heel Connection (Lap) Valley-to-Hip Connection TimberStrand®LSL rafter HipNalley Low End Sloped hanger Hip/Ridge/Valley/ Post Detail (sloped/skewed if roof Hip member or pitches are unequal).0) W Sheathing or other lateral valley beam Hip member U) 3"Maximum rafter bracing as required TimberStrand®LSL or seat cut overhang Microllam®LVL ridge board Notch TimberStrande LSL Hip/valley \ hip/valley to sit on post depth(d) Depth of hip/valley (minimum of 75%of original at seat cut(y). z W member depth must remain). See table below Ridge board.Toenail :5Q Toenail hip to ridge with five ridge-to-hip with four G 16d (0.131"x 34")nails. 16d(0.131"x 3Ya") Q TimberStrand®LSL Connect rafter to nails R W W Attach blocking to rafter with ceiling joist valley using 16d 27 U_ >- two 16d(0.131"x 3Ya")nails� •.' (0.131"x 3Ya'")nails(2) W 16d (0.131"x A")nails for heel/lap connection" Attach hip/valley member to plate O LL Lateral blocking per code or Post or bearing wall with three 16d(0.131"x A")nails Valley beam. Connect to hip for lateral wind requirements Toenail ceiling joist to top plate per side member with sloped hanger. 0 m Toenail rafter to top plate with with two 16d(0.131"x A") nails Hip/Valley Depth Contact your Weyerhaeuser representative for sizing of a hip three 16d(0.131"x 34")nails Minimum Percentage of Original Hip/Valley Depth R /0 uired or valley with a point load. -� (J J TimberStrand®LSL rafter Member Type TimberStrand®LSL Microllam®LVL < J * Hip Member 30% 50% (t)See Framing Connectors in Weyerhaeuser Roof System Guide, _ R For heel/lap connection nailing see Rafter Span and Heel Connection R R Valley Beam 60% 90% RTJ-9005 for hanger capacities. V 21 Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. 23 Hip member or valley beam 25 Calculate percentage as y/d x 100 28 See Rafter-to-Valley Connection table in Detail R26 above. '- Q _J W E-- 0 F- ® ROOF DETAILS General Notes Ate. Unless otherwise noted,all details are 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-%"or 1Y" 2x4 one side. Use 2x6 if 24"joists and when the sides of the hanger TimberStrand LSL rim board Beveled web stiffeners required on 2x4 one side. Use 2x4 both joist spacing is greater than do not latterally support at least W of the both sides.Cut to match roof slope. INTERMEDIATE BEARING r sides if joist spacing is p 24"on-center. TJI®joist top flange.Also see framing plan. Blocking panels Or shear blocking may be Two rows 8d p,A � greater than 24"on-center. Web Stiffener required on specified for joist stability at intermediate supports A 113"x 2Y")nails Shear blocking,- both sides at R3W ONLY at 8"on-center 11)4' d 1Y"TJ®Rim Board, Web stiffeners Twist strap and backer block required at 7 10d(0.128"x 3") 1Y;'or 1Y' Tim'berStrand required on both R7S with slopes greater than 3:12.See nails at 8" r LSL or TJI®joist. Variable slope seat Birdsmouth cut sides at R7W ONLY P g connector must not Nailing Requirements at Bearing in on-center r Web Stiffener required on TJI®joist flange overhang inside and Roof Weyerhaeuser rFraminInstallation t 11 tion Guide for Floor �- both sides at R1W ONLY must bear fully on face of plate. Beveled 2x4 block W plate. � a W z Beveled 2x4 block with 0 N Y adjacent span maximum `L Beveled bearing A beveled web stiffener on `L `�`v LL Beveled bearing late A a Beveled web stiffeners g p ai plate required when `L v opposite side of web required when slope 2x4 block for soffit support slope exceeds Y:12 �a��d` on both sides LL. exceeds Y4:12 R3 R3W R5 R7 R7 tR7 8 BIRDSMOUTH CUT allowed at low end of joist onlyO BIRDSMOUTH CUT allowed at low end of joist only W R7S is allowed only with joist depths< 16" BIRDSMOUTH CUT allowed at low end of joist only CL f `y adjacent span an maximum J R1 R1W oO W W 0 W � N � Filler block:Attach per the table below. 0N Clinch nails when possible. Backer block:Install tight to bottom flange(tight to top flange with top mount hangers).Attach per table below. a- LSTA18 strap nails at H6S Revisions with slopes greater than 3:12 No. Date Description 1 11/22/22 FOR PERMIT Strap nails: 2 Leave 2%"minimum end SHEAR BLOCKING and VENTILATION HOLES(Roof Only) distance Y Y Y 3 ---- 2x4 one side.Use 2x4 both LSTA24(Simpson Strong-Tie or USP 4 --/--/-- ---- ® - . Double joist LSTA18(Simpson Strong-Tie or USP Structural Connectors strap with twelve Field trim to match joist depth at outer edge sides if joist spacing is ) P Variable slope joist hanger. Beveled J p g Ys may be required 5 --/--/-- Two rows 8d(0.113"x 2Y") Structural Connectors®)strap with 10d 0.148 x 1Y")nails required at H5S with of wall or locate on wall to match joist depth.. --� nails at 8"on-center p o� greater than 24"on-center. ( q web stiffeners required on both sides. ® j P Y when L exceeds L twelve 10d(0.148"x 1Y2')nails slopes greater than 3:12 Use 1 Ya"TJ Rim Board with depths�16". I I)S. Y joist spacing Additional blocking .. . -T Additional blocking TJI®Flange Block Nail L may r t required for may be required TJI Depth, D Width Type Size Quantity Allowed hole zone Designed B shear transfer y q y Beveled web 9 Y : NM for shear transfer. Filler 10d(0.128"x 3") 10 Y Y Y Blocking stiffener each Drawn By : NM Filler I Strap nails: 9Yi'<D506" less than 3Yz' Backer 10d(0.128"x 3") 10 /as required side of TJI®joist Beveled 2x4 block. I Leave 2%"minimum Strap nails: Filler 16d(0.135"x 3Yz") 10-each side Y web Checked By : AA Second beveled web end distance Leave 2%"minimum Backer 10d(0.128"x 3") 10 Y2 2x_overhang.Notch TJI Joist flange must stiffener required on end distance Filler 10d(0.128"x 3") 15 around TJI®joist top bear fully on plate. opposite side at R10W only. Double beveled bearing late less than 3Yz" PP Y 9 P Backer 10d(0.128"x 3") 15 1 Maximum allowable V-cut End wall flange. Birdsmouth cut must not when slope exceeds Y4:12 Variable slope joist hanger. 16"<D<_20" Beveled web stiffener Filer 16d(0.135"x 3Y") 15-each side overhang inside face of ai- Beveled bearing plate required 3Y" For TJI®joists with slopes of 10:12 to 12:12,the vertical depth of plate. Date : 1 O/26/2022 when slope exceeds Y4:12 required each side. Backer IOd(0.128"x 3") 15 shear blocking at bearing will require 1Y8"TJ®Rim Board or 1Y"or P Web Stiffener required on g g q Scale: AS NOTED R10 R10 R14 R14 both sides at R14W ONLY H5 H5 20"<D_5 24" 3Yz" Filer 16d(0.135"x 3Yz") 25-each side SB %"TimberStrand®LSL that is one size deeper than the TJI®joist. Op gC BIRDSMOUTH CUT allowed S HSS is allowed only with joist depths< 16" Backer 10d(0.128"x 3") 15 DO NOT use 1Y' TJ Rim Board with 18"-24"TJI6 joists or in at low end of joist Only H6S is allowed only with joist depths< 16" vertilation-hole applications. SS For filler and backer block sizes see Weyerhaeuser TJI® Joist Specirrer's Guide,TJ-4000 Weyerhae3.1,Lser 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 �303 to cause cancer. For more information on Proposition 65,visit wy.comAnform. SUSTAINABLE FESTIZY R A Weyerhaeuser,Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of Weyerhaeuser NR. 0 2014 Weyerhaeuser NR Company. All rights reserved. Sheet# Certified Sourcing wwwafi October 2017 Reorder TJ-4014 STEEL COL., SEE PLAN CONNECT FLANGES 3„ ., DiLandro 0'-3" TO PLATES W/(4)-3/4 0 (2)-3/4"0 F1554 GRADE 36 g x12 xBEAM GAUGE A325 SLIP CRITICAL FULL PEN BOLT NAILER TO'BM.W/�'0 0 0-11 a ANCHOR BOLTS W. 12" STEEL PLATE 0'-1�" BOLTS TYP. THRU-BOLTS AT 2'-0"O.C. + ^ _�� -- Andrews 1/4 I I 2 STAGGERED ACROSS BM.WEB I----� E n g i n e e r i n g EMBEDMENT AND 3"HOOK s (2)-ROWS�'0 THRU BOLTS AT 16" CENTER O 0 _ a THICK BASE PLATE ON O.C., STAGGERED AT 8"O.C. 2X NAILER(S) 158 County Rd. 39, Suite 10 LINE a'THICK LEVELING PLATE -4, TO MATCH BASE PLATE w = 5/16 TY I ( I I 0 Southampton, 9-395968 DIMENSION ON o a O O IOn of@DiLand oAndrews.com EXTERIOR FACE OF 1 a NON SHRINK GROUT w w FOUNDATION WAIL m o FOUNDATION WALL, SEE CENTER PLAN AND DETAILS FOR BEAM #OF 4'A325 S.C. MOMENT 0 LIf�JE REINFORCEMENT SIZE BOLTS T&B FLANGE CAPACITY(kip*ft) I I I I Professional Seal W8 4 16 PLAN ELEVATION W10 4 20 I I PLATED SINGLE I I PLATE SINGLE OF NEw 6 31 I I CONNECTION W/ I I CONNECTION W/j" �P NENRY TYPE 1 BASEPLATE 4 25 THICK PLATE THICK PLATE �� O W12 6 37 I I $xFLANGE I I ~ $ m oc STEEL COL., SEE PLAN WIDTHx6 'PLATE 8 50 FULL PEN STEEL BEAM, SEE PLAN FOR SIZE. (4)-3/4"0 F1554 GRADE 36 4 28 I I I I PROVIDE LVL BLOCKING RIPPED TO F� pg720'( FIT SNUG BETWEEN BEAM FLANGES A o I 1/4 ANCHOR BOLTS W. 9" W14 6 43 9�FESSIONP O O I I EMBEDMENT AND 3"HOOK 8 57 I I I CENTER a THICK BASE PLATE ON 3„ TYPICAL STEEL BEAM PAD OUT AND NAILER LIIJE 3 o �"THICK LEVELING PLATE O O TO MATCH BASE PLATE Z S-400 SCALE: 1-1/2"= 1'-0"DIMENSION ON 2 � '-4" 0'-4" 1 a'NON SHRINK GROUT w CL w BOLTED MOMENT CONNECTION WELDED MOMENT CONNECTION o m p FOOTING, SEE PLAN AND DETAILS FOR CEN ER REINFORCEMENT LINE PLAN ELEVATION 2 TYPICAL BEAM TO COLUMN MOMENT CONNECTION TYPE 2 BASEPLATE STEEL COL., SEE PLAN STEEL COLUMN, SEE PLAN 0'-5"' 3 7L04 (2)-3/4"0 F1554 GRADE 36 0-24 IN ANCHOR BOLTS W. 12" EMBEDMENT AND 3"HOOK 1!4 CENTER �� 0 _ a THICK BASE PLATE LINE o T'THICK LEVELING PLA (2)-1/4"ANGLES O (2)-HOLES . SIDE - TO MATCH BASE PLA I I (2)-t 9WITH(2)„HOLES FOR 0'-1�" DIMENSION O THRU-BOLTS (3)-3/4"0 A325 BOLTS I I M`� 0-8�' 2 1 a'NON SHRINK GRO 0 4 FOUNDATION WALL, SEE "PLAN AND DETAILS FOR (2)a 0 A 325 BOLTS AT W8'S O REINFORCEMENT o CEN ER ,,� I I VO- NLI JEPLAN ELEVATION (3)-3/4"0 A325 BOLTS -•-�SINGLE PLATECONNECTION W/�" R 9x3/8xBEAM Q TYPE 3 BASEPLATE I I THICK PLATE WIDTH+2" I— (2)BOLTS W/W8 W 0 TYPICAL STEEL BASE PLATE DETAILS \_ I I LVL BEAM W S-400 SCALE: 3/4"= 1'-0" I -�I t 3x3/8xBE:AM (- BOLTED DOUBLE ANGLE WIDTH+2" F- 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 S-400 5 MEMBER SCALE: 1-1/2"= 1'-0" S-400 SCALE: 1-1/2"= V-0" It r ZT gy- L3x3xl/4 TUBE POST W �.. WOOD FLOOR JOIST/ROOF WOOD FLOOR JOIST/ROOF W z RAFTER; SEE PLAN FOR RAFTER; SEE PLAN FOR SIZE&SPACING SIZE&SPACING TOP OF STEEL BEAM STEEL BEAM, SEE PLAN FOR SIZE BOTTOM OF STEEL BEAM O AND LOCATION � Q_ A A PROVIDE(2)-3/8"STIFFENERS o z STEEL BEAM -- (ONE EACH SIDE)AT ALL �� F- TYP.AT TOP GIRDER BEARING POCKETS 8 0 V 0 W PIPE:POST PROVIDE 1/2"SHIM WHEN BEARING, W CN AND BOTTOM 3/16 TYPICAL -) BLOCKING;AS REQUIRED AFTER BEAM IS INSTALLED SHEAR OR PARTITION WALLS ARE 0 (V �n FILL POCKET SOLID BOLT LAYOUT DETAIL A-A LOCATED ABOVE BEAM W r V WITH CONCRETE Q_ (2)-ROWS 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 FRAMING, PROVIDE FULL DEPTH WEB BLOCKING AT ANGLE LOCATION. BEARING PLATE SIZE 3"X t"X BEAM WIDTH+6" ¢ N Revisions W/(2)-5/8"0 A36 THRD. RODS X 8"LONG W/STD. HOOK _ _ _ _ — _ _ — _ _ _ _ _ _ `- No. Date Description T.O. JOIST L3x3xl/4 SOLID FULL DEPTH BLOCKING; 2"MAX SHRINK GROUT _ _ - 1 11/22/22 FOR PERMIT AS REQUIRED FOUNDATION WALL 2 _ T.O. STEEL 3 --- 4 --/--/-- ---- 5 --/--/-- ---- PIPE/TUBE POST ACV 1"TYP. __ Ton __ Designed By : NM Drawn By : NM WOOD FLOOR JOIST/ROOF RAFTER 1/4 N Checked By : AA (2)-1/2"0 A307 THRU-BOLTS, NICK <r TJI/LVL FLOOR JOISTS HN THREADS TO PREVENT BACK-OFF TYP. (OF 12"WALL) 4., �— 4"TYP. (OF 8"AND 10"WALLS) PSL OR ANTHONY POWER SIMPSON FACE MOUNTED HANGER Date : 10/26/2022 BEAM BLOCKING TYP. NOTE: (IUS @WOOD FLOOR FINISHES. Scale: AS NOTED M1U @ STONE/TILE FLOOR FINISHES) 3/16 @ 8"WALL DEPTH, PROVIDE FULL DEPTH POCKET AND FILL WITH GROUT UPON INSTALLATION OF BEAM A - A 7 BEAM POCKET DETAIL $ TYPICAL LVL/TJI TO STEEL MEMBER S �400 6 TYPICAL STEEL PIPE/TUBE POST BRACING AT WOOD FRAMED FLOOR LEVELS s-4o0 SCALE: 3/4"= V-0" S-400 SCALE: 3/4"= 1'-0" S-400 SCALE: 1-1/2"= V-0" Sheet# 2-575 AMENDMENT Revisions No. Issue Date 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 Notes 1220 Ninth Street Greenport, NY Permit Revision _ 04/08/2024 APR •P � i Seal&Signature: (�RE�ABC ��SP DePq �9T �34585 OQ� F�F NE`N y GDP 1220 Ninth Street Cover 70 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 AOOO NOTE-LEGEND AND SYMBOLS Project Info DRAWING SHEET INDEX Dwg No. Sheet Title 10/02/2023 04/05/2024 Revisions 00 GENERAL A000 Cover 0 0 No. Issue Date Project Address 1220 Ninth Street 01 Building SUPPLY AIR DIFFUSER rd:;: �9 _� Concrete-Cut =NEWYORK STATE ENERGY CONSERVATION A001 Drawings Index . g Permit Submission 03/17/2023 Greenport,NY 11944 02 Building Permit Revision 04/08/2024 CTION CODE COMPLIANCE STATEMENT A002 General Notes RETURN AIR Earth-Crushed Stone Zoning District R40 A003 Energy Conformance THE PROPOSED BUILDING REPRESENTED IN THIS q) Single Receptacle DOCUMENT IS CONSISTENT WITH THE BUILDING Notes Project Description New Single Family Residence and Pool PLANS,SPECIFICATIONS,AND OTHER 02 ARCHITECTURAL Earth-Gravel CALCULATIONS SUBMITTED WITH THIS PERMIT A052 Sky Plane Diagram P Duplex Receptacle APPLICATION.THE PROPOSED SYSTEMS HAVE Lot Area 71,004 sf BEEN DESIGNED TO MEET THE NEW YORK STATE A053 Site Plan and Zoning GFCI Earth-Disturbed Lot Dimensions 110'x 554.39' ENERGY CONSERVATION CODE REQUIREMENTS. A100 Basement Plan Duplex Receptacle-GFCI Total Coverage 7,455 sf SEE ATTACHED RES CHECK COMPLIANCE REPORT A101 Level 01 Plan Quad Receptacle Earth-Undisturbed ON SHEETA003 A102 Roof Plan A120 Level 01 Basement RCP WP/ = -,Weather Zoning Information A121 Level 01 RCP GFCI proof Receptacle -= ,-_ Finish-Concrete Allowable Pro osed Com lies Code Reference ran p P A130 Basement Power Plan 1 R Range Receptacle Finish-Grout Lot Area 71,004 sf - - 280 Attachment 3 A131 Level 01 Power Plan Buildable Area 49,454 sf - - 280-4 A200 Exterior Elevations ( DW Dishwasher Receptacle Lot Coverage 49,454*.2=9,891 sf 8,822 sf Complies 280 Attachment 3 A201 Garage Drawings Finish-Gypsum g p A210 Window Schedule ® Floor Mounted Receptacle-Double 100+(05*9, 5 A300 Building Sections 5, . ,572 sf 2'= 620 sf Complies 280-207 A301 Building Section Finish-Plaster Gross Floor Area 5 ® Floor Mounted Receptacle-Quad Basement - (2,589 sf) - A400 Wall Sections Insulation-Fireproofing First Floor - 2,620 sf - A401 Light Well Switch - ' ' A402 Exterior Basement Stair Principal Building Zoning Setbacks A410 Exterior Details D 2-Way Switch Insulation-Mineral Wool Front Yard&Primary Front Yard 50 ft 175.5 ft Complies 280 Attachment 3 A411 Exterior Details Secondary Front Yard 35 ft - - 280 Attachment 3 SS Smart Switch Insulation-Rigid Side Yard 15 ft 20 ft Complies 280 Attachment 3 A412 Exterior Details Both Side Yard 35 ft 50.3 ft Complies 280 Attachment 3 A413 Exterior Details D Dimmer Switch Masonry-Brick Rear Yard 50 ft 105.5 ft Complies 280 Attachment 3 02 Structural K Keypad Principal Building Height 35 ft 16.7 ft Complies 280 Attachment 3 S-000 General Structure Notes Masonry-Concrete Block S-100 Foundation Plan C Combo Switch Accessory Structure Zoning Setbacks S-101 First S 102 Second Floor Plan Plan Masonry-Stone Cut Side 20 ft 25 ft Complies 280-156 4 TV Connection Rear 20 ft 368 ft Complies 280-15B S-200 Foundation Details Metal-Steel S-201 Foundation Details Smoke Detector Accessory Structure Height S-300 Framing Details Proposed 22 ft 16.1 ft Complies 280-15A S-301 Framing Details Wood-Cut S-302 Typical Floor Framing — — — Membrane Waterproofing Wetland Boundary Setbacks S-303 ITypical Roof Framing Residence 100 ft 105.5 ft Complies 275-3D SIM Wood-Face Driveway 50 ft n/a Complies 275-3D S-400 Steel Details 1 Elevation/Section Sanitary Leaching Pool(cesspool) 100 ft n/a - 275-3D A101 Wood-Plywood Cut Septic Tank 75 ft n/a 275-3D Spot Elevation(Elevation/Section) Spot Elevation(Plan) T.0.SILL Elevation Marker 0'-0" 101 Room name Room Name,Number,Area 150 SF 101 Door Tag Project Team 1i Window Tag 1i Partition Tag DESIGNER: ARCHITECT. STRUCTURAL ENGINEER: GARNETT DEPASQUALE PROJECTS PETER DEPASQUALE ARCH,PLLC DILANDRO ANDREWS ENGINEERING,PLLC 01 Keynote 370 Lexington Ave#407 370 Lexington Ave#407 158 COUNTY ROAD 39 New York,NY 10017 New York,NY 10017 SUITE 10 SOUTHAMPTON,NY11968 FOOX Equipment Tag LANDSCAPE ARCHITECT: OWNER: PROJECT PLANT BEN BENNETT,CAROLYN BENNETT 56755 MAIN ROAD SOUTHOLD,NY11971 NOTE-ABBREVIATIONS Plot Plan AFF ABOVE FINISHED FLOOR HOR HORIZONTAL ADJ ADJUSTABLE I.D. INSIDE DIAMETER AI_T ALTERNATE MAX MAXIMUM A.V.B. AIR VAPOR BARRIER MIN MINIMUM BLKG BLOCKING NIC NOT IN CONTRACT BILDG BUILDING NTS NOT TO SCALE , _ — Usting Mulch Drive BID BOTTOM OF OC ON CENTER l CAB CABINET OPNG OPENING - - ' ccess C.J. CONTROLJOINT OH OVERHEAD - - ' ` Stair Proposed CL CLOSET OPP HND OPPOSITE HAND _ Garage Proposed N l CLG CEILING PNL PANEL _ . Tennis l t CLR CLEAR PTD PAINTED .Sas° GMU CONCRETE MASONRY UNIT PLYWD PLYWOOD _ Proposed 1 N\I CONIC CONCRETE PLAM PLASTIC LAMINATE _- - Residl Proposed l CONT CONTINUOUS REQ'D REQUIRED DIA DIAMETER RO ROUGH OPENING o i Ng�i Pod Shed J DIM DIMENSION SIM SIMILAR t _ _ DWG DRAWING SPEC SPECIFICATION - EQUIP EQUIPMENT SS STAINLESS STEEL EQ EQUAL STL STEEL - EA EACH THK THICKNESSF.O. FACE OF TO TOP OF FIN FINISH TYP TYPICAL FL FLOOR VIF VERIFY IN FIELD o GIL GLASS LION UNLESS OTHERWISE NOTED G'WB GYPSUM WALL BOARD WD WOOD m l - 15 10 w L— ` ' — ' Ng-�o " HIDWAR HARDWARE W/ WITH H'r HEIGHT W/O WITHOUT Seal&Signature: D ARC a�SQ S. DePgs yid, s 034555 QQ� F NE`Ny GDP 1220 Ninth Street Drawings Index As indicated 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212,634.9384 A001 General Notes Revisions No. Issue Date 01 Building Permit Submission 03/17/2023 1.THE A.I.A GENERAL CONDITIONS(A.I.A.DOC.A201)ARE HEREBY MADE AN ADMINISTRATIVE PART OF 29.WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS AND VARIOUS DISCIPLINES NOTIFY THE ARCHITECT OF DESIGN CRITERIA WOOD ROOF FRAMING 02 Building Permit Revision 04/08/2024 THESE DRAWINGS,AS IF HEREIN WRITTEN IN FULL. THESE DISCREPANCIES PRIOR TO CONSTRUCTION.CONSULT ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION IN REGIONS WHERE BASIC WIND SPEEDS EQUAL OR EXCEED 110 MILES PER HOUR ARE ALL WOOD ROOF FRAMING SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AF&PA WFCM WORK IN ANY AREA REQUIRING CLARIFICATION.IN CASE OF CONFLICT IN DOCUMENTS,SPECIFICATIONS OR DESIGNED IN ACCORDANCE WITH THE AMERICAN FORESTAND PAPER ASSOCIATION WOOD FRAME CONST 2001. 2.CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL,STATE,AND LOCAL CODES,ORDINANCES,RULES GENERAL REQUIREMENTS,THE MOST STRINGENT IS TO BE REQUIRED. MANUAL FOR ONE ANE TWO FAMILY DWELLING WFCM-2001(PERSPECTIVE DESIGN METHOD). Notes AND REGULATIONS INCLUDING THE CODES LISTED BELOW: FRAMING DETAILS 2020 RESIDENTIAL CODE OF NEW YORK STATE 30.EACH LEGEND REFERENCES THE PARTICULAR SHEET IT IS ON AND MAY NOT CORRESPOND TO OTHER SEISMIC PROVISIONS RAFTERS SHALL BE FRAMED TO RIDGE OR EACH OTHER WITH A GUSSET PLATE AS A TIE.DEPTH OF RIDGE, 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE SHEETS.SEE MASTER NOTE LIST IF LEGEND REFERENCE IS NOT FOUND ON SHEET. GLAZING IN THE FOLLOWING AREAS SHALL BE TEMPERED SAFETY GLAZING:GLASS IN SWINGING AND HIP AND VALLEY RAFTERS SHALL NOT BE LESS THAN THE CUT END OF THE ADJACENT RAFTER,AND WIDTH 2020 PLUMBING CODE OF NEW YORK STATE SLIDING DOORS AND FIXED SIDELIGHTS,TUB AND SHOWER ENCLOSURES,ADJACENT TO DOORS AS INDICATED ON DRAWINGS.SLOPES OF LESS THAN 3 ON 12 REQUIRE ADDITIONAL MEMBERS FOR 2020 MECHANICAL CODE OF NEW YORK STATE 31.THE GENERAL CONTRACTOR IS TO COORDINATE WITH THE OWNER FOR INSTALLATION OF THE OWNER'S WITHIN 24",AREAS OF GLASS GREATER THAN 9 SQUARE FEET AND LESS THAN 18"TO THE FLOOR. SUPPORT. 2020 FUEL GAS CODE OF NEW YORK STATE ALARM AND TELEPHONE SYSTEMS AND SHALL COOPERATE WITH OWNER'S INDEPENDENT CONTRACTORS. THE GENERAL CONTRACTOR SHALL PROVIDE ADVANCED NOTICE TO THE OWNER AS TO WHEN TO EMERGENCY ESCAPE AND RESCUE OPENINGS CEILING JOIST AND RAFTER CONNECTIONS 3.ALL ELECTRIC WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE RESIDENTIAL CODE OF NYS SCHEDULE INSTALLATION SO AS NOTTO DELAY COMPLETION OFTHE PROJECT. HABITABLE SPACE ANO EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER AND NAILED TO THE TOP WALL PLATE. AND THE APPROVED ELECTRICAL INSPECTOR.THE FINAL UL CERTIFICATE OFAPPROVAL MUST BE ESCAPE AND RESCUE OPENING MEETING THE FOLLOWING REQUIREMENTS: CEILING JOISTS SHALL BE CONTINUOUS OR SECURELY JOINED WHERE THEY MEET OVER INTERIOR PRESENTED TO THE OWNER PRIOR TO FINAL PAYMENT. 32.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OR THE WORK OF THE GENERAL 1.SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR PARTITIONS AND NAILED TO ADJACENT RAFTERS TO PROVIDE A CONTINUOUS TIE ACROSS THE BUILDING CONTRACTOR,OWNER OR ANY OTHER SUBCONTRACTORS NOR SHALL HE GUARANTEE THEIR 2.MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET.(GRADE FLOOR CLEAR OPENING 5.0 SQUARE WHEN SUCH A JOISTS ARE PARALLEL TO THE RAFTERS. WHERE CEILING JOISTS ARE NOT PARALLEL TO 4.THE HVAC SUBCONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE INSTALLATION OF ALL HVAC PERFORMANCE. FEET) RAFTERS,RAFTER TIES MUSH BE INSTALLED. RAFTER TIES SHALL BE A MINIMUM OF 2 X 4 NOMINAL (2 X 6 EQUIPMENT AS NOTED ON DRAWINGS.ALL WORK SHALL BE IN COMPLIANCE WITH NATIONAL 3.MINIMUM OPENING HEIGHT SHALL BE 24 INCHES. MINIMUM IF ACTING AS VAULTED CEILING).IF NO RAFTER TIES ARE TO BE PROVIDED,THE RIDGE FORMED ELECTRICAL CODE(NEC),NATIONAL ELECTRICAL MANUFACTURING ASSOCIATION(NEMA),NATIONAL 33.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY CHANGES TO THIS PROJECT MADE BY OWNER, 4.MINIMUM OPENING WIDTH SHALL BE 20 INCHES. BY THESE RAFTERS MUST BE SUPPORTED BY A WALL OR STRUCTURAL RIDE BEAM.LOCATION AND PLUMBING CODE,AMERICAN SOCIETY OF MECHANICAL ENGINEERS(ASME)AND AMERICAN SOCIETY OF GENERAL CONTRACTOR OR ANY SUBCONTRACTOR OR MATERIAL SUPPLIER UNLESS PROPERLY 5.EMERGENCYESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE WITHOUT ATTACHMENT OF ALL CONNECTIONS SHALL BE DESIGNED AND INSTALLED AS PER AF&PA WFCM 2001. HEATING,REFRIGERATING AND AIR CONDITIONING ENGINEERS(ASHRAE)SPECIFICATIONS,INCLUDING AUTHORIZED,IN WRITING,BY THE ARCHITECT. THE USE OF KEYS OR TOOLS. ALL EQUIPMENT,FIXTURES,MATERIALS,ETC.REQUIRED BY STATE AND LOCAL CODES. WINDOW CRITERIA 34.THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR STAIRWAY WIDTH PROVIDE WINDOWS CAPABLE OF COMPLYING WITH THE REQUIREMENTS OF: 5.ALL PLUMBING WORK SHALL CONFORM WITH INTERNATIONAL PLUMBING CODE REQUIREMENTS AND CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES OR FOR SAFETY STAIRWAYS SHALL NOT BE LESS THAN 36"CLEAR AT ALL POINTS ABOVE THE HANDRAIL 1.LOCAL WIND AND/OR HURRICANE LOAD STANDARDS ALL OTHER LOCAL CODES,ORDINANCES AND AGENCIES HAVING JURISDICTION AND TO THE PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK SINCE THESE ARE SOLELY THE GENERAL HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF THE STAIRWAY. 2.LOCAL ENERGY CODE STANDARDS OFTHE(LOCAL COUNTIES HEALTH DEPARTMENT. CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. THE ARCHITECT SHALL NOT 3.DESIGN PRESSURE INDICATED ON THE STRUCTURAL DRAWINGS WITH CONSIDERATION FOR THE BE RESPONSIBLE FOR THE GENERAL CONTRACTOR'S SCHEDULES OR FAILURE TO CARRY OUT THE WORK IN STAIRWAY TREADS AND RISERS SITE REQUIREMENTS,ORIENTATION AND LOCATION OF FENESTRATION WITHIN THE EXTERIOR WALLS. 6.WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE.THESE DRAWINGS ARE NOTTO BE SCALED. ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR MAXIMUM RISER HEIGHT SHALL BE 8 A INCHES AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES. WINDOW STRUCTURAL PERFORMANCE AND ENERGY PERFORMACE DOCUMENTATION SHALL BE PROVIDED CHARGE OF ACTS OR OMISSIONS OFTHE GENERAL CONTRACTOR,SUBCONTRACTORS OR THEIR AGENTS BY THE MANUFACTURER OR BY A QUALIFIED PROFESSIONAL ENGINEER ENGAGED BY THE CONTRACTOR. 7.LARGER SCALE DETAILS SHALL HAVE PRECENDENCE OVER SMALLER SCALE DRAWINGS.IT IS THE OR EMPLOYEES,OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. STAIR HANDRAILS PROVIDE LOW IRON GLASS FROM MANUFACTURER'S STANDARD RANGE. INTENTION OF THE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. WILL BE ALLOWED FOR MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK,AS INDICATED. 35.ANY DAMAGE TO ANY EXISTING PAVEMENTS(INCLUDING PUBLIC STREETS)OR STRUCTURES TO REMAIN HANDRAILS SHALL BE MOUNTED BETWEEN 34 AND 38 INCHES ABOVE STAIR TREAD NOSINGS. MUST BE REPAIRED TO THEIR ORIGINAL CONDITION OR REPLACED BY THE GENERAL CONTRACTOR AT NO 8.THE CONTRACTOR SHALL INVESTIGATE THE SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING EXTRA COST TO THE OWNER GUARDS REQUIRED CONDITIONS PRIOR TO THE START OF ANY CONSTRUCTION.ALL EXISTING CONDITIONS AND PORCHES,BALCONIES AND RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES ABOVE FLOOR OR DIMENSIONS SHALL 13E VERIFIED. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OFTHE 36.MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHTING COURSING,DIMENSIONS, GRADE SHALL HAVE GUARDS NOT LESS THAN 36 INCHES HIGH. SUPPORT RAILS FOR GUARDS SHALL BE ARCHITECT PRIOR TO COMMENCING WITH THE WORK. HEIGHT,ALIGNMENT,ETC.MOVE AND RELOCATE ANY PARTITIONS,WIRING,PLUMBING,AND DUCTWORK SPACED AT A MAXIMUM OF 4"APART. THAT MAY BE CONCEALED IN WALL OR CEILINGS BEING REVISED,TO PROVIDE A COMPLETE JOB IN ALL 9.CONTRACTOR SHALL VERIFY ALL DIMENSIONS&CONDITIONS ON THE JOB AND THE ARCHITECTS OFFICE RESPECTS. SMOKE ALARMS MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE HARD WIRED,INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE DRAWINGS.PROVIDED DIMENSIONS ARE SUBJECT TO ACTUAL FIELD CONDITIONS AND NO CREDITS OR 37.PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW AND EXISTING AREAS. OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS,AND ON EACH EXTRAS WILL BE ALLOWED FOR DISCREPANCIES UP TO 2'-0"IN ANY MEASUREMENT. INSTALL AND REMOVE(AFTER COMPLETION)ALL TEMPORARY SUPPORTS,HEADERS AND DUST SCREENS TO ADDITIONAL HABITABLE STORY OF THE DWELLING PER UL 217 AND NFPA 72. ADEQUATELY SUSTAIN ALL LOADS AND PROTECT EXISTING WORK FROM DAMAGES OF ANY KIND, 10.CONTRACTOR SHALLARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE INCLUDING DUST. CARBON MONOXIDE ALARMS OCCUPANCY CERTIFICATE. CARBON MONOXIDE ALARMS SHALL BE INSTALLED: 38.FLASH,CAULK AND SEALALL JUNCTIONS OF THE NEW AND EXISTING WALLS AND PENETRATIONS,TO FORM 1.WITHIN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA 11.THE WORK SHALL INCLUDE ALL MATERIALAND LABOR NECESSARY TO COMPLETE CONSTRUCTION AS A WATER TIGHTASSEMBLY.ALL FLASHING TO BE 16 OUNCE AND EXTEND AT LEAST 8"ABOVE INTERSECTING 2.ON ANY STORY OF A DWELLING UNIT WHERE FUEL-FIRED APPLIANCES AND EQUIPMENT,SOLID-FUEL SHOWN ON THE DRAWINGS.ALL CONTRACTORS AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR SURFACES UNLESS OTHERWISE NOTED. BURNING APPLIANCES AND EQUIPMENT,FIREPLACES OR ATTACHED GARAGES ARE LOCATED. PROPER PERFORMANCE OFTHEIR WORK,COORDINATION WITH OTHER TRADES,METHODS,SAFETY AND PROVIDE ADDITIONAL ALARMS AS REQUIRED TO ENSURE ALL SLEEPING AREAS ARE WITHIN 15,OF A CO SECURITY ON THE JOB SITE.THE ARCHITECTAND HIS AGENTS ARE NOT RESPONSIBLE OR LIABLE FOR 39.PROVIDE SMOKE AND HEAT DETECTORS AS REQUIRED BY CODE.COORDINATE INSTALLATION LOCATIONS DETECTOR. ALL ALARMS SHALL BE INTERCONNECTED TO ACTIVATE ALL ALARMS WHEN ONE IS ACTIVATED, THE ABOVE AND SHALL BE HELD HARMLESS AND INDEMNIFIED BY ALL THE CONTRACTORS FROM ANY WITH ARCHITECT. AND SHALL BE PROVIDED WITH BATTERY BACK-UP TO COMPLY WITH UL 2034. CLAIMS,LOSSES,SUITS OR LEGAL ACTIONS ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. 40.ALL WORK SHALL BE ACCURATELY FRAMED PLUMB,LEVEL AND TRUE,WELL SPIKED AND NAILED AND FLAME SPREAD FOR WALL AND CEILING FINISHES ANCHORED TOGETHER TO FORM A RIGID STRUCTURE AND TO INSURE EVEN SETTLEMENT AND SHRINKAGE WALL AND CEILING FINISHES SHALL HAVE A FLAMED-SPREAD CLASSIFICATION OF NOT GREATER THAN 12.ALL CONTRACTORS AND SUBCONTRACTORS SHALL CARRY GENERAL LIABILITY AND WORKER'S THROUGHOUT. 200. COMPENSATION INSURANCE AS REQUIRED BY NEW YORK STATE 41.ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS INSULATION 13.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DEMOLITION,EXCAVATION,CARTING,REFUSE AND/OR INSTRUCTIONS. INSULATION MATERIAL,INCLUDING FACINGS,SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE AND THE LEGAL DISPOSAL OF SAME AS REQUIRED TO ALLOW FOR NEW CONSTRUCTION AND REMOVAL 42.RESECURE AND PROPERLY SUPPORT ALL EXISTING FRAMING AND ALL OTHER CONSTRUCTION THAT MAY MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES,ROOF-CEILING ASSEMBLIES,WALL OF ALL DEBRIS FROM THE SITE. BE AFFECTED BY NEW CONSTRUCTION ASSEMBLIES,CRAWL SPACES AND ATTICS SHALL HAVE A FLAME-SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH 14.DISPOSE OF ALL(IF ANY)HAZARDOUS MATERIAL OR ASBESTOS IN AN APPROVED MANNER AS REQUIRED 43.PRIOR TO ORDERING WINDOWS,CONTRACTOR TO VERIFY ALL DOOR/WINDOW OPENINGS. ASTM E84. BY FEDERAL,STATE AND LOCALAGENCIES. 44.CONTRACTORS SHALL GUARANTEE FOR A PERIOD OF ONE 0)YEAR FROM THE DATE OF FINAL COMPLETION, PROTECTION AGAINST DECAY 15.ALL EXTERIOR GLAZING SHALL BE DOUBLE GLAZED AND COMPLY WITH NEW YORK STATE ENERGY CODE AND ACCEPTANCE BY THE OWNER,ALL WORK PERFORMED UNDER THEIR RESPECTIVE CONTRACTS. AREAS SUBJECTTO DECAY DAMAGE REQUIRE THE USE OF AN APPROVED SPECIES AND GRADE OF LUMBER, REQUIREMENTS. PRESSURE PRESERVATIVELY TREATED IN ACCORDANCE WITH AWPA UI.THESE AREAS INCLUDE ALL WOOD 45.CONTRACTORS AT TIME OF COMPLETION OF WORK,WHERE APPLICABLE OBTAIN FIRE UNDERWRITERS SILLS OR PLATES THAT REST ON THE CONCRETE,SILLS AND SLEEPERS ON A CONCRETE SLAB,ENDS OF 16.CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK CERTIFICATE FOR ELECTRICAL WORK AND BUILDING DEPARTMENT ACCEPTANCE AS MAY BE REQUIRED BY WOOD GIRDERS ENTERING EXTERIOR FOUNDATION WALLS. ALL WOOD IN CONTACT WITH THE GROUND DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTION AND MISALIGNMENT THEIR RESPECTIVE TRADES. SHALL BE PRESSURE TREATED. ACCORDING TO APPLICABLE CODES,STANDARDS AND GOOD PRACTICE. 46.CONTRACTOR TO EXPEDITE THE WORK AND ESTABLISH WITH THE OWNER A COMPLETION DATE. COLUMN PROTECTION 17.CONTRACTOR SHALL PROVIDE FOR ALL PROPER BRACING,SHEETPILING,SHORING,DEWATERING,ETC, WOOD COLUMNS IN CONTACT WITH OR EMBEDDED IN CONCRETE SHALL BE PRESSURE TREATED.STEEL AND THE PROTECTION AND SUPPORT OF THE EXISTING AND ADJACENT STRUCTURES AND TREES THAT 47.ALL WORK LISTED ON THE CONSTRUCTION NOTE SHEETS AND SHOWN OR IMPLIED ON ALL DRAWINGS COLUMNS'SURFACES SHALL BE PAINTED WITH A SHOP COAT OF RUST-INHIBITIVE PAINT. ARE TO REMAIN,PROVIDE FOR ALL UNDERPINNING AS REQUIRED DUE TO FIELD AND PROJECT SHALL BE SUPPLIED BY THE CONTRACTOR WHOSE BUILDING TRADE STATUS STANDARDLY REQUIRES CONDITIONS. SAME. COLUMN STRUCTURAL REQUIREMENTS COLUMNS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT AT THE BOTTOM END. WOOD 18.NOTIFY ALL CORPORATIONS,ADJACENT PROPERTY OWNERS,UTILITY COMPANIES,AND/OR LOCAL 48.THE OWNER WILL PAY FOR ALL ELECTRICAL CURRENT FOR TEMPORARY LIGHTING AND POWER.THE COLUMNS SHALL NOT BE LESS THAN 4"X4"AND STEEL COLUMNS SHALL NOT BE LESS THAN 3" AUTHORITIES OWNING CONDUIT,WIRES,PIPES,OR OTHER UTILITIES RUNNING TO OR ON THE PROPERTY CONTRACTOR SHALL FURNISH ALLTEMPORARY LIGHTS COMPLETE WITH ALL WIRING,LAMPS,AND SIMILAR STANDARD PIPE OR EQUAL OR IN THE AREAS AFFECTED BY THIS CONSTRUCTION AND/OR OTHERWISE REQUIRED BY THE TOWN OR EQUIPMENTAS REQUIRED FOR COMPLETION OF WORK. LOCAL AGENCIES HAVING JURISDICTION.CAP ALL ABANDONED UTILITY LINES IN ACCORDANCE WITH CRAWL SPACE ACCESS THE INSTRUCTIONS FROM UTILITY COMPANIES OR LOCAL AUTHORITIES HAVING JURISDICTION. 49.THE CONTRACTOR SHALL INSTALL A JOB TELEPHONE AND WIFI INTERNET AT THE JOB SITE AT HIS OWN ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MIN OF 18"X 24".OPENINGS THROUGH A PERIMETER EXPENSE. WALL SHALL BE A MIN OF 16"X24".WHEN ANY PORTION OF THE THROUGH WALL ACCESS IS BELOW 19.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ANY GRADE,ANY AREAWAY OF NOT LESS THAN 16"X 24"SHALL BE PROVIDED.THE BOTTOM OF THE AREAWAY EXISTING DRYWELLS,,CESSPOOLS,SEPTIC TANKS,AND UTILITIES,UNDERGROUND PIPING OR 50.ALL FINISH SURFACE PRODUCTS AND MATERIAL SPECIFICATIONS ARE TO BE VERIFIED WITH THE ARCHITECT SHALL BE BELOW THE THRESHOLD OF THE ACCESS OPENING.THROUGH WALL ACCESS OPENINGS SHALL STRUCTURES THAT MAY INTERFERE WITH NEW WORK OR DEMOLITION AND TO PROTECT SAME FROM VIA SAMPLES AND MOCK-UPS PRIOR TO ORDERING. NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE. ANY DAMAGE.THE REPAIR OF ANY DAMAGE DUE TO NEW CONSTRUCTION OR DEMOLITIONS IS THE RESPONSIBILITY OF THE CONTRACTOR. 51.THE CONTRACTOR SHALL SUBMIT ACCURATE SHOP DRAWINGS IN ELECTRONIC PDF FORMAT OF THE WOOD FLOOR FRAMING-DESIGN AND CONSTRUCTION-NYC CHAPTER 23 FOLLOWING PORTIONS OF WORK TO THE ARCHITECT FOR APPROVAL INCLUDING ALL ASSOCIATED ALL LOAD-BEARING FLOORS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AF&PA 20.THE INSTALLATION OF ALL MATERIAL AND PRODUCT SHALL MEET ALL LOCAL FIRE DEPARTMENTS WARRANTIES,ACCESSORIES AND PRODUCT DATA: WFCM 2001. REQUIREMENTS AND REGULATIONS,PROOF OF WHICH SHALL BE FURNISHED TO THE FIRE MARSHALL a.WINDOWS PRIOR TO THE INSTALLATION OF SUCH MATERIALS AND PRODUCTS. b.DOORS BRIDGING c.CABINETS AND ARCHITECTURAL WOOD WORK JOISTS EXCEEDING A NORMAL 2 X 12 SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING,DIAGONAL 21.CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA FREE FROM ACCUMULATION OF ALL WASTE d.STONE BRIDGING(WOOD OR METAL),OR A CONTINUOUS 1"X3"STRIP NAILED ACROSS THE BOTTOM OF JOISTS NOT MATERIALS OR RUBBISH CAUSED BY OPERATIONS.AT COMPLETION,THE ENTIRE PREMISES,INSIDE AND e.ARCHITECTURAL METALS AND GLASS EXCEEDING 8'-O"OC. OUT,SHALL BE CLEA14ED OF ALL DEBRIS AND EXCESS MATERIALS,TO THE SATISFACTION OF THE f.CONCRETE AND REBAR OWNER,INCLUDING LABELS AND PROTECTIVE COATINGS ON ALL MATERIALS. g.POOL AND SPA DRILLING AND NOTCHING h.PHOTOVOLTAICS NOTCHES IN SOLID JOISTS AND BEAMS SHALL NOT EXCEED 1/6 MEMBER DEPTH,SHALL NOT BE LONGER 22.REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS,SIGNED BY ALL I.LIGHTING CONTROL SYSTEM THAN 1/3 OF MEMBER DEPTH,AND SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF THE SPAN.NOTCHES AT SUB-CONTRACTORS AND MATERIAL SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR. j.HVAC THE ENDS OF THE MEMBER SHALL NOT EXCEED A THE MEMBER DEPTH.THE DIAMETER OF HOLES BORED 23.PERMIT FEES FOR ANY AND ALL GOVERNING AGENCIES ARE THE OWNER'S RESPONSIBILITY. THE k.GEOTHERMAL INTO MEMBER SHALL NOT EXCEED 1/3 OF MEMBER DEPTH,SHALL NOT BE CLOSER THAN 2"TO TOP OR ARCHITECTS TAKE NO RESPONSIBILITY FOR DELAYS OF GOVERNMENT AGENCIES. I.WATERPROOFING BOTTOM OF MEMBER,OR TO ANY OTHER HOLE IN THE MEMBER. m.PLUMBING 24.CONTRACTOR SHALL MAKE NO SUBSTITUTIONS OR DEVIATIONS FROM THESE CONSTRUCTION n.OPERABLE ROOF HATCH WOOD WALL FRAMING DRAWINGS WITHOUT SPECIFIC APPROVAL FROM THE ARCHITECTS PRIOR TO START OF WORK.ANY o.ELECTRICAL INCLUDING A.V.,SECURITY,TEUDATA,AND BUILDING MANAGEMENT SYSTEM ALL WOOD WALL FRAMING SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AF&PA WFCM CHANGES MADE BY THE CONTRACTOR(STRUCTURAL MEMBERS,WINDOW CHANGES,ETC)RESULTING IN 52.THE CONTRACTOR SHALL SUBMIT CUTAND SPECIFICATIONS SHEETS AND SCHEDULES OFTHE FOLLOWING 2001. CODE VIOLATIONS OR CAUSING THE FAILURE OF ANY BUILDING DEPARTMENT INSPECTION WILL RESULT ITEMS TO THE ARCHITECT FOR APPROVAL' IN THE CONTRACTOR:REPLACING THE COMPLETED NON-COMPLIANT WORK TO MEET THE REQUIRED a.PLUMBING FIXTURES AND FITTINGS STUD SIZE AND SPACING SPECIFICATIONS AT CONTRACTOR'S COST.ARCHITECTS WILL NOT BE RESPONSIBLE FOR CONTRACTOR b.ELECTRICAL OUTLETS,SWITCHES,AND CONTROLS ALL STUDS SUPPORTING 1 FLOOR AND A ROOF TO BE 2 X 4 STUDS 16"OC.ALL STUDS DEVIATIONS FROM THE APPROVED PLANS. c.HVAC EQUIPMENTAND CONTROLS SUPPORTING 2 FLOORS AND A ROOF TO BE 2 X 6 STUDS 16"OC. d.EXTERIOR WINDOW AND DOOR HARDWARE 25.DETAILS SHOWN ARE INTENDED TO DESCRIBE SCOPE AND PROFILE.WHERE DETAILS HAVE NOT BEEN e.ELECTRICAL EQUIPMENT TOP PLATE PROVIDED,THE WORK IS TO BE SIMILAR IN CHARACTER TO THOSE AREAS DETAILED.WHERE SPECIFIC f.ANCHORING DEVICES WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING DIMENSIONS,DETAILS,OR DESIGN INTENT CANNOT BE DETERMINED,CONSULT ARCHITECT PRIOR TO g.MORTAR AND GROUT AT CORNERS AND INTERSECTIONS WITH BEARING PARTITIONS.END JOINTS SHALL BE OFFSETAT PROCEEDING WITH THE WORK. h.PEDESTAL SYSTEMS LEAST 24"TOP PLATE TO HAVE WIDTH EQUALTO STUD WIDTH. I.ROOFING SYSTEMS 26.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A CURRENT WORK SCHEDULE ATTHE JOB SITE 53.THE CONTRACTOR SHALL SUBMIT SAMPLES OF THE FOLLOWING ITEMS TO THE ARCHITECT FOR APPROVAL- DRILLING AND NOTCHING-STUDS a.PLUMBING FIXTURES AND FITTINGS ANY EXTERIOR OR BEARING STUD MAY NOT BE CUT OR NOTCHED TO A DEPTH GREATER THAN 25%OF ITS 27.UNLESS SUPERCEDED BY A SEPARATE CONSTRUCTION ADMINISTRATION AGREEMENT BETWEEN THE b.GLASS,EACH TYPE WIDTH.(NON-BEARING STUDS 40%WIDTH MA)).ANY STUD MAYBE BORED OR DRILLED PROVIDING THE OWNER AND THE ARCHITECT,THE INFORMATION SHOWN ON THESE DRAWINGS CONSTITUTES THE c.STONE,EACH TYPE AND RANGE DIAMETER IS NO GREATER THAN 40%OF STUD WIDTH,AND THE EDGE IS NO CLOSE THAN 5/8"TO THE EXTENT OF ARCHITECTURAL SERVICES RENDERED TO THE CLIENT.THE ARCHITECT HAS NO FURTHER d.WOOD,EACH TYPE AND RANGE EDGE OF THE STUD,AND IS NOT LOCATED IN THE SECTION AS A CUT OR NOTCH. CONTRACTUAL OBLIGATION TO THE CLIENT BEYOND PREPARATION OF THE CONSTRUCTION DRAWINGS e.SHADE MATERIAL,EACH TYPE DRILLING AND NOTCHING-TOP PLATE REQUIRED TO OBTAIN A BUILDING PERMIT IN ACCORDANCE WITH ALL APPLIANCE CODES.IN ALL CASES, WHEN CUTTING OR NOTCHING OF THE PLATE BY MORE THAN 50%OF ITS WIDTH IS REQUIRED PROVIDE A THE ARCHITECT DISCLAIMS ANY AND ALL RESPONSIBILITY IFTHE BUILDING IS CONSTRUCTED WITH GALVANIZED METALTIE OF NOT LESS THAN 0.054"THICK X 1 V2"WIDE FASTENED ACROSS AND TO THE TOP DIMENSIONS,SIZES OR MATERIALS THAT DEVIATE FROM THESE DRAWINGS PLATE AT EACH SIDE OFTHE OPENING WITH(4)16d NAILS EACH SIDE MIN. 28.THE WORK IN THESE DRAWINGS IS INTENDED TO SHOW SCOPE OF PENETRATIONS,SLAB AND WALL FIREBLOCKING REQUIRED OPENINGS REQUIRED TO ACCOMMODATE MECHANICAL,ELECTRICAL,AND PLUMBING TRADES. FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICALAND HOWEVER,THE CONTRACTOR SHALL COORDINATE ALL PENETRATIONS,SLAB AND WALL OPENINGS HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A TOP STORY REQUIRED BY THESE TRADES BEFORE PROCEEDING WITH THE WORK. AND THE ROOF SPACE. Seal&Signature: D A DeAgq, � t 034505 oQ� F OF IN GDP 1220 Ninth Street General Notes 12"=1'-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 A002 Revisions Section Section REScheck-WebPlans Verified Field Verified Generated by REScheck-Web Software71 REScheck Software Version # Foundation Inspection I cc m lie:� Comments/Assam floss # Framing rRou Rough-in InspectionPlans Verified FieldalueVerified i No. Issue Date p i Value Value p F 9 9 ' Value Vaiue I Complies? Comments/Assumptrons Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other . . &Re .ID &Re .ID calculations submitted with Che permit application.The proposed building has been designetl to meet the 2018 IECC requirements in I n 5 e Ct o n C h e C k I St 402.1.1 Conditioned basement wall R- R- ❑com lies see the frwem Assemblies Compliance Ce f"tif i e a to REScheck Version:ed with the pe and to comply with the mandatory requirements listed a the REScheck Inspection Checklist. ■- - _ p 402.1.1, Door U-factor. U- U-_ ❑Complies See the Envelope AssembliesYJ 01 Building Permit Submission 03/17/2023 [F04]1 insulation R-value.Where interior ❑Does Not table for values. 402.3.4 table for values. f IEnergy Code: 2018 IECC to insulation is used,verification R- R- ❑Not Observable IFRl]t ❑Does Not g 2 Building Permit Revision 04/08/2024 may need to occur during Y ❑Not Observable Name-Title Signature Date Requirements:0.0%were addressed directly in the REScheck software Insulation Inspection.Not ❑Not Applicable ❑Not Applicable Text in the'Comments/Assum floss'column is provided b the user in the REScheck Requirements screen.For each required m warm-humid locations 402.1.1, Glazing U-factor(area-weighted u-_ U-_ ❑Complies see the Envelope Assemblies P P Y q in Climate Zone 3. 402.3.1, average). ❑D�Not table for values. Project 1220 Ninth Street requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception 303.2 Conditioned basement wall ❑Complies 402.3.3, is being claimed.Where compliance is itemized in a separate table,a reference to that table is provides. [FOS)' insulation installed per OD.,Not 402.5 ❑Not observable Notes Energy Code: 2018 IECC manufacturer's instructions. [FR2]1 ❑Not Applicable Section t' ❑Nat Observable Location: Gr Single-family New York Plans Yerifled I field Verified , H Construction Type: Sin le-famil # Pre-Inspection/Plan Review value ' value Complies. Comments/Assumptions ❑No[Applicable YP 9 Y &Req.ID 402.2.9 Conditioned basement wall _R _R ❑Complies See the Envelope Assemblies 303.1.3 U-factors of fenestration products ❑Complies Project Type: New Construction 103.1. Construction drawings and ❑Complies (F061i insulation depth of burial or ❑Does Not table for values. [FR411 are determined in accordance ❑Does Not Conditioned Floor Area: 2,409 ft2 103.2 documentation demonstrate ❑Does Not distance from top of wall. V with the NFRC test procedure or Glazing Area 42% (PR111 energy code compliance for the ❑Not Observable ❑Not Observable taken from the default table. 41 building envelope.Thermal ❑Not Observable ❑Not Applicable ❑Not Applicable Climate Zone: 4 (5572 HDD) envelo nt resented on ❑Not Applicable -"-- -""- dOZ.4.1.1 Air barrier and thermal barrier Pe P 303.2.1 A protective covering is installed ❑complies , ❑Complies Permit Date: construction documents. [F011]z to protect exposed exterior ❑Does Not (FR23] installed per manufacturer's ❑Does Not Permit Number. 103.1, Construction drawings and ❑Complies insulation and extends a y instructions. 9 t+ ❑No[Observable ❑Not Observable 103.2. documentation demonstrate ❑Does Not minimum of 6 in.below grade. All Electric false 403.7 energy code compliance for ❑Not Applicable ❑No[Applicable Is Renewable false (PR311 lighting and mechanical systems. ❑Not Observable 403.9 Snow-and ice-metting system ❑Complies 402.4.3 Fenestration that is not site built - ❑Complies Has Charger false a Systems serving multiple ❑Not Applicable tFO1211 controls installed. (FR20] is listed and labeled as meeting ❑Does Not Has Battery: false dwelling units must demonstrate V ❑Does Not 1+ AAMA/WDMA/CSA 101/1.5.2/A440 Has Heat Pump: false compliance with the IECC ❑Not Observable or has infiltration rates per NFRC ❑Not Observable Commercial Provisions. ❑Not Applicable 400 that do not exceed code ❑Not Applicable 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies Additional Comments/Assumptions: limits. - 403.7 sized per ACCA Manual S based Btu/hr Btulhr ❑Does Not 402.4.5 IC-rated recessed lighting fixtures ❑Complies [PR211 on loads calculated per ACCA Cooling: Cooling: []Not Observable (FRl6)1 sealed eldtoindicate housing/interiorfinish ❑Does Not Construction Site: Owner/Agent: Designer/Contractor: „ Manual]or other methods Btu/hr Btu/hr and labeled 5 indicate s2.0 cfm 1220 Ninth Street approved by the code official. ❑Not Applicable leakage at 75 Pa. ❑Not AObservable ppp ic bbee ❑Not I Greenport,NY 403.3.1 Supply and return ducts in attics ❑Complies - ' Additional Comments/Assumptions: (FR1211 Insulated ❑Does Not Inches in diameter and}_ ❑Not Observable R-6 where<3 inches.Supply and retumducts In other portions of ❑Not Applicable compliance' 4.5%Better Than Code Maximum UA" 717 Your UA 685 Maximum SHGC: 0.40 Your SHGC:0.30 the building insulated an R-6 for diameter he 3 inches and R 4.2 The x Better or worse Than Code index gy use boos t1o9e to to a tin ce the house n bead on code tradegn Nies. It DOES NOT pmvlde an ettima'R Or Mlfgy use Or Cott relative[0 i minimum-COde irome" or_<_ inches m diameter. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path m REScheck.Each slab-on-grade (FR1311 Ducts,air handlers and filter assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. ❑Complies (FR131' boxes are sealed with ❑Does Not to joints/seams compliant with ntemational Mechanical Code or ❑Not Observable international Residential Code,as ❑Not Applicable Envelope AssE�mbli applicable. -� --�� 403.3.5 Building cavities are not used as ❑Complies . t t I� _ .: jy'. .. i. '. + , (FR351 ducts or plenums. ❑Does Not !,. ❑Not Observable Not Applicable Ceiling:Cathedral Ceiling 2,409 24.5 0.0 0.041 0.026 99 63 403.4 HVAC piping conveying fluids R- R- ❑Complies Wall:Wood Frame,16'o.c. 2,980 27.0 0.0 0.051 0.060 89 104 (FR1712 above 105 vF or chilled fluids ❑Does Not below 55 vF are insulated to a R- Door:Solid Door(under 50%glazing) 26 0.640 0.320 17 8 3. ❑Not Observable ❑Not Applicable Glass Doors:Glass Door(over 50%glazing) 425 0.310 0.320 132 136 403.4.1 Protection of insulation on HVAC ❑Complies SHGC:0.27 1FR2411 piping. ❑Does Not Window 1:Wood Frame 791 0.290 0.320 229 253 V ❑Not Observable SHGC:0.32 ❑Not Applicable _ Basement Wail:Solid Concrete or Masonry grade:8 5' FR181 403.5.3 Hot water pipes are insulated Co R• R- ❑Complies Depth below grade:Wall height: 2,409 0.0 14.0 0.045 0.059 106 139 1 tR-3. ❑Does Not Insulation depth:9.0' to ❑Not Observable Window:Woad Frame 45 0.290 0.320 13 14 [-)Not Applicable SHGC:0.32 1 1High Impact(Tier 1) i 2 Medium Impact Crier 2) 1 3 Low fmpact(Tier 3) 1 111High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) LLLKgh Impact(Tier 1) 1 2 IMedium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title:1220 Ninth Street Report date: 04f04J24 Project Title:1220 Ninth Street Report date: 04/04/24 Project Title:1220 Ninth Street Report date: 04/04/24 Project Title:1220 Ninth Street Report date: 04/04/24 Project Title:1220 Ninth Street Report date: 04/04R4 Data filename: Page 1 of10 Data filename: Page 2 of10 Data filename: Page 3 of10 Data filename: Page 4 ofl0 Data filename: Page 5 of10 Section Section i Sectlon Section Plans Verified Field Verified Plans Verified Field Verified Plans Verified Field Verified Plans Verified Field Verified Section # Framing/Itough-In Inspection' I Complies? Comments/Assumptions # Insulation Inspection Complies? Comments/Assumptions # Final Inspection Provisions Value Value Complies) Comments/Assumptions # Final Inspection Provisions Complies? CommentstAssumptions Plans Verified Field VerHied s Value Value Value Value I Value Value # Final Inspection Provisions Complies. Comments/Assumptions &Raq.ID &Re to &Req.10. &Req.ID._ _ value Value 403.6 Automatic or gravity dampers are i❑Complies 303.1 All installed insulation is labeled ❑Corn lies 402.1.1, Ceiling insulation R-value. R- R. ❑Complies see the Emreope Assemblies &Req.ID P 4 403.6.1 All mechanical ventilation system ❑Complies fR19 1 Installed on all outdoor air [Jones Not [IN1312 or the installed R-values ❑Does Not 402.2.1, Wood WDod ❑Does Not table for values. 303.3 Manufacturer manuals for ❑Complies [ ] ❑ ❑ (FI2511 tans not part of tested and listed []Does Not [1,11613 mechanical and water heating ❑Does Not Intakes and exhausts. provided. 402.2.1. Steel Steel HVAC equipment meet efficacy ❑Not Observable to ❑Not Observable ❑ ❑ ❑Not Observable eq P qr ❑Not Applicable ❑Not Applicable 402 ❑Not Applicable and air flaw limits per Table ❑Not Observable systems have been provided. ❑Not Observable . [Fill, pp R403.6.1. ❑Not Applicable ❑Not Applicable Additional Comments/Assumptions: 402.1.1, Wall Insulation R-value.If this is a R-_ R-_ ❑Complies See the Envelope Assemblies _ _ _ __� 403.2 Hot water boilers supplying heat ❑Complies 402.2.5, mass wall with at least Y1 of the wood Wood ❑Does Not table for values. z Additional Comments/Assumptions: 402.2.E wall insulation on the wall ❑ ❑ 303.1.1.1. Ceiling insulation installed per ❑Complies [FI26] through one-or two-pipe heating ❑Does Not 11N311 exterior,the exterior insulation ❑Mass ❑Mass ❑Not Observable systems have outdoor setback 303.2 manufacturePs instructions. ❑Does Not ❑Not Observable 1, requirement applies(FRIO). ❑Steel ❑Steel ❑Not Applicable 1F1211 Blown insulation marked every control to lower boiler water 300 it-. ❑Not Observable ❑Not Applicable temperature based on outdoor ❑Not Applicable temperature. 303.2 Watl insulation is installed per ❑Complies 402.2 3 Vented attics with air permeable ❑Complies 4f03.5.1.1 Heated water circulation systems ❑Complies i F03 211,141� manufacturer's instructions. ❑Does Not (F1221 insulation include baffle adjacent ❑Does Not [ 2811 have a circulation pump.The ❑Does Not to soffit and gave vents that system return pipe is a dedicated ❑Not Observable return i ❑Not Observable ❑Not Observable extends over insulation. pipe or a cold water supply ❑Not Applicable ----[,]Not Applicable pipe.Gravity and thermos• ❑Not Applicable 402.2.4 Attic access hatch and door R-_ R.- ❑Complies syphon circulation systems are Additional Comments/Assumptions: IF1311 insulation aR-value of the ❑Does Not not present.Controls for adjacent assembly. circulating hot water system ❑Not Observable pumps start the pump with signal ❑Not Applicable for hot water demand within the 402A.1.2 Blower door test @ 50 Pa.<=5 ACH 50=_ ACH 50=_ ❑Complies occupancy.Controls (FI171' ash in Climate Zones 1-2,and ❑Does Not automatically turn off the pump when water is in circulation loop <=3 ach in Climate Zones 3-8. ❑Not Observable is at set-point temperature and ❑Not Applicable no demand for hot water exists. 4033.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies 403.5.1.2 Electric heat trace systems ❑Complies IF12711 determine air leakage with ft' R` ❑Does Not [F1291z comply with IEEE 515.1 or UL ❑Does Not either:Rough-in test:Total 515.Controls automatically leakage measured with a ❑Not Observable adjust the energy input to the ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable heat tracing to maintain the ❑Not Applicable w.g,across the system including desired water temperature in the the manufacturer's air handler piping, enclosure if installed at time of 403.5.2 Demand recirculation water ❑complies test.Postconstruction test:Total [F13012 systems have controls that ❑Does Not leakage measured with a manage operation of the pump , pressure differential of 0.1 Inch and limit the temperature of the ❑Not Observable w.g.across the entire system water entering the cold water ❑Not Applicable , including the manufacturer's air piping to<-1040F. handler enclosure_ _-_ 403.5.4 Drain water heat recovery units _. ❑Complies 403.3.4 Duct tightness test result of«4 cfm/100 cfm/100 ❑Complies IF13111 tested in accordance with CSA ❑Does Not [F1411 cfm110O ft2 across the system or ft2 Rz ❑Does Not 555.1.Potable water-side <=3 cfm/100 R2 without air pressure loss of drain water heat ❑Not Observable handler @ 25 Pa.For rough-in ❑Not Observable recovery units<3 psi for ❑Not Applicable tests.verification may need to ❑Not Applicable individual units connected to one occur during Framing Inspection_. or two showers.Potable water- 403.3.2.1 Air handler leakage designated ❑Complies side pressure loss of drain water IF12411 by manufacturer at<-2%of ❑Does Not heat recovery units<2 psi for design air flow. individual units connected to ❑Not Observable three or more showers. ❑Not Applicable 404.1 90%or more of permanent ❑Complies 4 .1.1 Programmable thermostats �- Complies [FI611 fixtures have high efficacy lamps. ❑Does Not 03 [F1911 installed for control of primary ❑Does Not ❑Not Observable heating and cooling systems and ❑Not Observable ❑Not Applicable Initially set by manufacturer to ---__--_._�.__-_-_� ___code specifications. ❑Not-Applicable- 404.1.1 Fuel gas lighting systems have ❑complies " - -- ---"- -- --"----"--� 403.1.2 Heat pump thermostat installed i v ❑Complies [F1231a no continuous pilot light. ❑Does Not [FIlOJ1 on heat pumps. ❑Does Not ❑Not Observable ❑Not Observable ❑Not Applicable _ ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies 403.5.1 Circulating service hot water ❑Complies [F1711 ❑Does Not [FI1111 systems have automatic of ❑Does Not ❑Not Observable accessible manual controls. ❑Not Observable I ❑Not Applicable ❑Not Applicable H m act lei Me um Impact ter 2 1 High ml ph act(Ter 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(ter 2) 3 Low impact(Tier 3) i 1 High impact(Tier 3I ;2 Medium Impact Cr er 2) 3 Low Impact(Tier 3) 1 Migh Impact(Ter 1) 1 Medium impact(Tier 2) 3 Low Impact(Ter 3) ___ Impact(Tier 3) C-'- --------- --- --�----- - - ---- ^---- -----`- --------- -- `' - --�--- ---- -----� ---- 9 P_ P 3 Low Project Title:1220 With Street Report date: 04/04/24 Project Title:1220 Ninth Street Report date: 04/04/24 Project Title:1220 Ninth Street Report date: 04/04/24 Project Title:1220 Ninth Street Report date: 04/04/24 Project Title:1220 Ninth Street Report date: 04/04/24 Data filename: Page 6 of10 Data filename: Page 7 of10 Data filename: Page 8 of10 Data filename: Page 9 of10 Data filename: Page 10 of10 Seal &Signature: tED ABC DePgs, (I s�9p 034585 �pQ F OF NEW GDP 1220 Ninth Street Energy Conformance 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 A003 Sky Plane Diagram East to West Section Revisions No. Issue Date 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 \ Notes / o3 p c 00 ELL i a 0. O >. a 129-8" 294'-21/2" 175'-9" Sky Plane Diagram North to South Section 1 4 Sky Plane Plan 1/64"=1'-0" Pr I East West \ Section 1 East West / pp Section 2% o P ed 1 tory / I A dr ure -I d (E++ ------------------- p T i O /--- Proposed 1 s i LL I r - I story I OLL LL L o O ---'''- Residence O 66-11" 48'-11" —e_ on Sky Plane Diagram North to South Section 2 0 s 00 0 ID O O o a 20'-0" 36'-2" Seal&Signature: D ARC 6�yQ.s, DePgs � Q � i 0345B6 FOF NEB GDP 1220 Ninth Street Sky Plane Diagram As indicated 370 Lexington Ave#4137 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 A052 1 Site Plan Revisions 1/16"=1'-0" _ \ ® No. Issue Date 01 Building Permit Submission 03/17/2023 ' 02 Building Permit Revision 04/08/2024 - !�� ( wv Notes � o , LL . FM Lot 1 — V 4t(8*tomatedTax Lot 9.1 ��-� _ _ _ _ _ _ _ Gate W , I Existing Mulch Drive to � y o\ Remain 9i b.0 \ I 4'Tall Deer/Pool Fence � e • +13.67 ee�1 Q .� co , Proposed I �� I z 1 - and getbac— 13' Garage >> Proposed S;deY I 'o, Tennis CourtCU \ 0 1 59 59 Zp FM Lot 2 U_ 2' 3' 4' 5' 6' T\ 8' 9 10, 11'1 \ \ Tax Lot 9.2 176- 1/2" I b `\ \ o / n t 0 \ \ \ i � , o o� 5' \ 59 \� I \ I Tidal Wetlands \ 16 to Boundary,As Delineated \ \ I \ , 0^ 10, 4 -9 (ASL) by EN-Consultants, \ 1 1 \ \ \p0' \ ?� 0�_0^ \ / ` 10-3-2022 \ \ I 1 � -c+ Ground ` \ \ \ 1 \ \ \ \ 1 \ o'_ ���• Floor \ _ - Proposed Pool coOutdoor Shower �^ a _ \ \ 1� _ — Pool ` ao _ — Equip I 59 +13.4 — — W W \\ \ _ — 26 Side Setback 6'Tall Self o �\ o' \ CoveredRoof 05 — 6° 4 CG Gate I , 3 - N �\ \ 1 I I Icy I - 5 56 N I N87o �5 �- \ \ `o°gip t0 AIM -� _ I'I I r I I I \ `.• F�' 3 2 Zoning Diagram Tax Lot 9.3 1/32 -1 0 1 1 I I I 1 1 1 Permeable Natural Gravel Drivewa \ Stairwell. �— � _ -� cc6 §o 'S�t rift re I Gar a Grade EL ( in Deck �r L 3. - i'. I Y Deck +13.4 Accessory M c Structure: i I a z p 1 Pickleball I :Court::.' efi1 me - '_- ' o- eYa Si cK� `, Proposed 1 Sto Masonry 3 Pool Section East/West -at {,Patio:- 3/16"=1' 0" 'prof -' b 20�S`d�' �� Residence I� :rx u i V o i N FF EL+14.75 t I LL `- Stone Pod Coping. Stone Pavers _"Thik _� S I O i tL Deck Proposed 'n 50'-0" c _ 1 m °� Lightwell Pool Gunnite Shell w/ N _ ACCeSSOry Marble Dust Finish X Compacted /\� 1 N O Deck _ Structure: j 50'-0" -Roof Structure: Shed Outdoor COD Overhang Deck Shower CD \ \ \/\\/\\/\\/\\/\\/\\/\\/\\/\\ li Stb2l& 1 Cr 25,SideYard Cn- _ Buildable Lot Coverage Area Boundary Proposed House Footprint: 2,515 sf Buildable Area: 49,454 sf 1 — — 1 Proposed Garage Footprint: 756 sf (See Survey Sheet 050) Seal&Signature: Roof Overhang 105 sf Pool to Coping: 869 sf 20%Lot Coverage ►- - - Masonry Patio: 510 sf Allowable by Code: 9,891 sf FiED A Pickleball Court: 1,920 sf �c���S DeP SCyj� Shed: 136 sf p Outdoor Shower: 42 sf Decks: 439 sf �: • Lightwell: 93 sf t_ i; Ar Stairwell: 70 sf Total Lot Coverage: 7,455 sf ��q�. �34585 ypQ� Site Plan Based on Survey By Scalice Dated 02/14/2023 F 03 NEB GDP 1220 Ninth Street Site Plan and Zoning As indicated 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 A053 212.634.9384 1 Basement-Floor Man Revisions 3/16"=1'-0" No. Issue Date 01 Building Permit Submission 03/17/2023 p C A 02 Building Permit Revision 04/08/2024 65'-8 3/ " Notes 21`-11/4" 31'-81/2" 01 CIP Concrete Footing,Refer to Structural i 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 01 05 Geotextile Fabric 30 I I 06 Drainage Mat With Filter Fabric _ _ _ _ _ _ _ _ _ _ _ _ I 07 Foundation Drainage System 08 Below Grade Insulation, j 4 09 Below Grade Waterproofing ofiS Membrane 40 - - 10 Slab-on-grade,Refer to Structural UF 11 Slab-on-grade Perimeter Waterstop jH I I I 12 Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor 'I I 007-1 W-35 � 15 Floor Finish,Refer to Finish Schedule 16 Wood 02 I - - - - - - - - - - - .J 17 In Blocking Interior Finish,Refer to Finish Schedule 30 i 1 18 Galv.Steel Furring Strip,w/Weep Holes 19 SS Flashing&Drip Edge i 20 Exterior Wall Base Trim(Azek or Sim.) 1 21 2x4 PT Sill Plate I i 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural 1 I I Sheathing 25 2x4 Wood Framing I 26 2x6 Wood Framing i 27 Weather Resistive Barrier 007 Storage N 01 1 I 28 Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule I Future Full-Height 01 30 Vertical Battens I Finished Area 31 Fiber Cement Trim Board 1 32 Fiber Cement Siding Panels I O 33 Cavity Insulation,Mineral Wool Batt,R-13 i 34 Wood Column Structure,Refer to Structural I Septic Line Above 35 Formed Metal Gutter,Painted Finish i I 36 Ceiling Finish,Refer to Finish Schedule Extent of Spray 37 1/2"x 1/2"Reveal Reglet Insulation and 38 Wood Furring Strips Furring 39 2x12 Wood Framing I i 20 40 3/4"Plywood Sheathing 1 50 41 Concrete Column Footing,Refer to Structural L----------------- 42 Roof Wood Framing,Refer to Structural 01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 43 Roofing Membrane ---- - - - 0 1-3 -�-05 -- -� - - -- -- - - - -- - - — - -- - ------- - --- ------- -- - -- 44 Roof Cavity Insulation,S ra foam,R-24 o 45 Decomposed granite,Refer to Landscape -- 01 04 N r - - - - - - - - - - - ( - - -- - --- -- - --- - ' -- - - I - ----- -- - ---- 46 Roller Shade — __— — i 47 Gasket OR Sealant I i i Septic Line Above I n 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier 0 -4 I n Between Foundation Wall and Untreated Wood - - -� - - - - - Potential Soffit I _ - _ - 22 0 66 Storage I 11 49 Sound Attenuation Insulation _ T -, I n 50 Overlap At Membrane Transition Basement n i i n I 51 Asphalt Shingle Roofing System�� I I Opt Den = _ = u I I n j 52 Ice and Water Shield 53 Continuous Formed Metal Cleat 01 ( -20 I I i 22 — 22 04 Guest Bed A i 01 ( 54 T&G Wood Cladding,Painted Finish 0) CI 55 I I i I i 15 LOO5est a a i i n ( 56 Rid a Cae Backer Board 008 Storage 9 P Shnus 957 Steel Column Structure,Refer to Struct 58 Spray-foam Insulation,R-14 U 15 n i i ii ' 59 Elevated Wood Decking 60 Wood Trim i 22 i i u 004-1 I 161 5/8"Thick GWB Panel Painted;Refer to Finish Schedule I I = = 62 Ti le Wall;Refer to Finish Schedule 63 03 ---- - ---- - ----- --- -- --- -- - --- ------- -- ----- -- - -- ------- - ------- -- - --- - -------- --- ----- - ----- -- ---- _ - _ _ : - - - - - - - -- - - - - - - Tile Floor-Refer to Finish Schedule *- 002 Guest Bed 2 - 02 - ----- - ---- - - ---- -- ------- - - -- - II - - -- - W 33 = _ - - --I - - - -- - -- - - - - oor,Refer to Finish Schedule � 64 Concrete Floor, 01 10T -ghtviiell 65 Painted Ceiling,Refer to Finish Shedul W-34 _ - _ 66 Base 1,Refer to Finish Schedule I I I I I 67 Base 2,Refer to Finish Schedule I 68 Exterior 3-Coat Stucco System 009 Storage 15 I O 69 Blackened Metal Fireplace Hearth 70 Thinset Mortar on Waterproofing Membrane 71 1/2"Plywood 01 I I ( r _ ( 2 72 Cast in Place Concrete Stair C° — - - - - - - - 40 73 Stone with Undermount Sink FC 74 Stone Countertop 3 est at 402-1 75 Wood Stair,Tread and Riser with Handrail I I 76 Metal Guardrail/Handrail 77 Medicine Cabinet 78 Shower Glass Partition and Door 79 Freestanding Gas Fireplace __ ---- - ------ - - — - - - - - - - - - 80 Custom Millwork,See Millwork Sheets 01 I 81 Painted Wood Trim,See Detail 07/A410 82 Painted Shelf,by Contractor 83 Gravel Ground Cover 64 Stone Curb 85 FIFE,Not in Contract 86 Mirror 87 Stone Coping 89 Downspout Seal&Signature: D ARC DePgsp Illy s�qp 034585 ypQ� F OF NEB GDP 1220 Ninth Street Basement Plan 3/16"=1'-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 A100 212.634.9384 1 Level 1-Floor Plan Revisions 3/16"=T-0" No. Issue Date 01 Building Permit Submission 03/17/2023 D C B A 02 Building Permit Revision 04/08/2024 Notes 12'-11" 21'-11/4" 31'-81i2" 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 01 02 04 Drainage Medium 30 a2oo 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric I I I 07 Foundation Drainage System 08 Below Grade Insulation,XPS r 3 09 Below Grade Waterproofing Membrane 40 10 Slab-on-grade,Refer to Structural 03 DNI I I 11 Slab-on-grade Perimeter Waterstop � W-01 _ _ 12 Compressible Joint Filler 06 --- - - - - ---- - - - - - - - -- ---- - ------- - --� --- - --- - - - - - - - - - -- 1 - --- -- 13 Sealant 14 Plyw ood S bfl oor - -21--- i 50 20 r 15 Floor Finish,Refer to Finish Schedule /0161 - - _ - 16 Wood Blocking i i Primary 04 17 Interior Finish,Refer to Finish Schedule 111-7 1 hoWer - 18 Galy.Steel Furring Strip,w/Weep Holes 112 Primary Bed I 19 SS Flashing&Drip Edge I W-02 IEF!E] TI04K�> I 20 Exterior Wall Base Trim(Azek or Sim.) 21 21 2x4 PT Sill Plate L 22 2x6 PT Wood Sill Plate 113 Prima th 23 Wood Beam/Joist Structure,Refer to Structural 59 ( ' W-26 24 1/2"Plywood Sheathing 25 2x4 Wood Framing �y ( 26 2x6 Wood Framing W-03 22 27 Weather Resistive Barrier 03 28 Glass Door System,Refer to Schedule i14 I 112-3 W-25 29 Window System,Refer to Schedule M 1 20 30 Vertical Battens ( 31 Fiber Cement Trim Board 32 Fiber Cement Siding Panels 03 20 = -25= _________ 33 Cavity Insulation,Mineral Wool Batt,R-13 I 112-1 - -- I 34 Wood Column Structure,Refer to Structural 25 59 35 Formed Metal Gutter,Painted Finish -2 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet _0�_7"-1 -1 i W-04 I 114 Den 101 ntr ce 01-1 40 -1'-7" LI 38 Wood Furring Strips _11_1" 39 2x12 Wood Framing (+13'-2"ASL) ( +13'-8"ASL 20 ( ) A20o 40 3/4"Plywood Sheathing 0,_0" 41 Concrete Column Footing,Refer to Structural 42 Roof Wood Framing,Refer to Structural 20 W-24 W-05 43 Roofing Membrane W-06 _ _ t9- - - - - - - - - - - - - - ------- - - ---- - 40 - 03 - - ----- - -- - -- - -- - 04 - -- - ---- -- - --- - - - -- 45 Decomposed segranite,ur pra f La,R- 0 50 ! 20 44 Roof Cavity Insulation,Sprayfoam R 24 5 -- - - i - - ------ -- --- -- ------ -- --- - -- ---- - - -- - --- -- --I - -- - -� -« - « - - - 20— - - - - - - - - - - - - - - - - ------ -- -- - -- Roller Shade Landscape ae -- - « « -« - _ - 1 46 J L___Jl-___JL___JL___JL.� 108 Hall 47 Gasket OR Sealant 507 W-07 - - - - - - - - - - - - - - - ', ; ( 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier 20 109-2 20 102 Dining Area �' 10 -1 0 Gue th � 04 Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation 20 I 50 Overlap At Membrane Transition 51 Asphalt Shingle Roofing System W-08 ;� 109-1 20 � 52 Ice and Water Shield a I 75 106 Mud�r, om 109 Guest Bed 53 Continuous Formed Metal Cleat a 103 Living Area i 22 107 Pwdr Rm _ 03 54 T&G Wood Cladding,Painted Finish 22 55 1/2"Cementitious Backer Board 22 2 ' �__= 22 I 56 Ridge Cap Shingles 11 0'I h 30 W-09 _ 57 Steel Column Structure,Refer to Struct 107-1 _ _ _ 58 Spray-foam Insulation,R-14 Lj 105-2 24 I 59 Elevated Wood Decking 4 60 Wood Trim 01-0" ! '� 105 Hall 2 40 61 5/8"Thick GWB Panel,Painted;Refer to Finish 10 24 - - - - - - - :__ 1.0__9_-_3=_= L20> ( Schedule 7 - - 105-1 62 Tile Wall;Refer to Finish Schedule T 24 Ref 20 •-� 63 Tile Floor-Refer to Finish Schedule *; ;_ W-20 W-21 W-22 03 - 64 Concrete Floor,Refer to Finish Schedule 65 Painted Ceiling,Refer to Finish Shedule W-11 W-12 45 _ _ 59 4 Kitchen ''-�=• =• `�•. •� -•-••� � 66 Base 1,Refer to Finish Schedule 10 67 Base 2,Refer to Finish Schedule _ 0 - 68 Exterior 3-Coat Stucco System 69 Blackened Metal Fireplace Hearth M i r aaaa�' _0._T' �` H W_1 70 Thinset Mortar on Waterproofing Membrane « o =gym= 71 1/2"Plywood -0'-1" 0'-0" -1'-T'(+13'-2"ASL) , 72 Cast in Place Concrete Stair _1'_T' 59 ;S aaaill I ( 1 73 Stone with Undermount Sink (+13'-2"ASL){� - - - 40 74 Stone Countertop i I -0'-1" -1'-1" 75 Wood Stair,Tread and Riser with Handrail 76 Metal Guardrail/Handrail W_14 r-----nr ----ter--- I ( 59 -1'-7"(+13'-2"ASL) 77 Medicine Cabinet i r r i 78 Shower Glass Partition and Door Li 79 Freestanding Gas Fireplace 01 ----- -- -- -- - - - - - - - - --- --- - - ---- --------- ---- - - - - --- - ---- - --- ---- -- - - -- - - ---- - -- 80 Custom Millwork,See Millwork Sheets L- ti- - - - - - - - - W-15 03 - - $�- W-16 I _ _ 81 Painted Wood Trim,See Detail 07/A410 82 Painted Shelf,by Contractor r 83 Gravel Ground Cover 84 Stone Curb r 85 FFE,Not in Contract I 86 Mirror 87 Stone Coping 89 Downspout Seal&Signature: 04 A2oo C'>�LO D P SOy�� s�q 03458S p4� TF OF NEB GDP 1220 Ninth Street Level 01 Plan 3/16"=T-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 Al 1 1 Roof Plan Revisions 3/16"=1'-0" No. Issue Date 01 Building Permit Submission 03/17/2023 D C O O 02 Building Permit Revision 04/08/2024 65'-8 3/4" Notes 17-11" 21'-11/4" 31'-8112" 01 CIP Concrete Footing,Refer to Structural i 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 01 02 04 Drainage Medium A2oo 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric I I 07 Foundation Drainage System 30 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural DNI I 11 Slab-on-grade Perimeter Waterstop 12 06 --- -- --- - - — -- --- - -------- -- ---�-----. _. -- ---- --- --- --- - ----- -- ------- -- - - - -- - — - - sable Joint Filler Compressible -- -- - -- - -- --- --- ------- - - -------- --- ------- - - -- 13 Sealant 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking 02 I 17 Interior Finish,Refer to Finish Schedule 30 ! 18 Galy.Steel Furring Strip,w/Weep Holes 19 SS Flashing&Drip Edge I I 20 Exterior Wall Base Trim(Azek or Sim.) 21 2x4 PT Sill Plate i 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing 25 2x4 Wood Framing 26 2x6 Wood Framing 27 Weather Resistive Barrier 00 28 Glass Door System,Refer to Schedule co ( 29 Window System,Refer to Schedule 30 Vertical Battens 31 Fiber Cement Trim Board 32 Fiber Cement Siding Panels 33 Cavity Insulation,Mineral Wool Batt,R-13 51 34 Wood Column Structure,Refer to Structural 35 Formed Metal Gutter,Painted Finish 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet 10'-5"LP 16'-81/2"HP 10'-5"LP 38 Wood Furring Strips 39 2x12 Wood Framing A2oo 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 03 42 Roof Wood Framing,Refer to Structural A200 I 10'-5"LP 43 Roofing Membrane O ° Roof Cavity Insulation,Sprayfoam,R-24.5 ---- -- ---------- 0 10'-5"LP 45 Decomposed granite,Refer to Landscape r r, 04 iv - - - - ---- - -- -- - - ----- -- - -- - ---- - - ----- - --- - -- - - — — - — -I - - - - - -- ---- 47 Roller Shade I I I 46 Gasket OR Sealant 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier - Between Foundation Wall and Untreated Wood 0 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition 51 Asphalt Shingle Roofing System 52 Ice and Water Shield I I 53 Continuous Formed Metal Cleat 16'-8 3/8"HP 16'-81/2"HP 16'-81/2"HP 54 T&G Wood Cladding,Painted Finish T 55 1/2"Cementitious Backer Board 01 56 Ridge Cap Shingles 57 Steel Column Structure,Refer to Struct o 58 Spray-foam Insulation,R-14 51 I 59 Elevated Wood Decking 51 M 60 Wood Trim I ~ 61 5/8"Thick GWB Panel,Painted;Refer to Finish CD Schedule 03 -- - -------- --- --- ------ -- --------- - ----- --- -- - - - - + - - - --- -- - - - -- - - - - 62 Tile Wall;Refer to Finish Wish Schedule S"LP i f - -- -- -- - 63 Tile Floor-Refer to Finish Schedule 10'-5"LP 64 Concrete Floor,Refer to Finish Schedule 02 - - - - - - - - -- - --- - - -- -- -- - - - - -- - -- - -- - ------- - - --- - --- -- - -- ----- -- ----- -- -- - --- -- - - --- - - - - -- - - c 65 Painted Ceiling,Refer to Finish Shedule r- 66 Basel,Refer to Finish Schedule 67 Base 2,Refer to Finish Schedule 68 Exterior 3-Coat Stucco System 10'-5"LP 16'-81/2"HP 10'-5"LP 69 Blackened Metal Fireplace Hearth i 7"/1'-0" 7"/1'-0" 70 Thinset Mortar on Waterproofing Membrane 71 1/2"Plywood 51 I 72 Cast in Place Concrete Stair `.0 73 Stone with Undermount Sink 74 Stone Countertop 75 Wood Stair,Tread and Riser with Handrail I I 76 Metal Guardrail/Handrail 77 Medicine Cabinet y4l 78 Shower Glass Partition and Door 79 Freestanding Gas Fireplace 01 - - --- -- ------ -- - -- -- - -- - -- - — -- - -- - - -- - - - - - - — - - - - - - - - 80 Custom Millwork,See Millwork Sheets 81 Painted Wood Trim,See Detail 07/A410 T 82 Painted Shelf,by Contractor LO 83 Gravel Ground Cover 84 Stone Curb 85 FFE,Not in Contract 86 Mirror 87 Stone Coping 89 Downspout Seal&Signature: 04 azoo 3. Depgs, i� �P o � 034585 F OF NE`N GDP 1220 Ninth Street Roof Plan 3/16"=1'-0" 370 Lexington Ave#407' Greenport,NY 04/08/2024 New York,NY 10017 A102 212.634.9384 01 Basement-RCP Revisions 3/16"=1'-0" No. Issue Date 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 01 ' kA30 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane -�- - j 10 Slab-on-grade,Refer to Structural $( 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule I ° V�r 16 Wood Blocking 41-'02 ° 301 , EQ ° EQ 17 Interior Finish,Refer to Finish Schedule 18 Galy.Steel Furring Strip,w/Weep Holes ! 19 SS Flashing&Drip Edge I FZ FZ I 20 Exterior Wall Base Trim(Azek or Sim.) 21 2x4 PT Sill Plate ° ( I 22 2x6 PT Wood Sill Plate ' I I 23 Wood Beam/Joist Structure,Refer to Structural ° 1 ° 24 1/2"Plywood Sheathing ° I I 25 2x4 Wood Framing t ° p ° 26 2x6 Wood Framing w ° I I 27 Weather Resistive Barrier ° ° FZ FZ 28 Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule 30 Vertical Battens 31 Fiber Cement Trim Board ° I I 32 Fiber Cement Siding Panels ° , ° I 33 Cavity Insulation,Mineral Wool Batt,R-13 ° I 34 Wood Column Structure,Refer to Structural �" ° I I 35 Formed Metal Gutter,Painted Finish ° FZ ' FZ ' 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet ° I 38 Wood Furring Strips ° I 39 2x12 Wood Framing ° 40 3/4"Plywood Sheathing ° 41 Concrete Column Footing,Refer to Structural v 0 I r------ --- 42 Roof Wood Framing,Refer to Structural w potential Mech I 43 Roofing Membrane ° ducting 44 Roof Cavity Insulation,Sprayfoam,R-24.5 p ° I 45 Decomposed granite,Refer to Landscape - - 46 Roller Shade _ --- -- --- w---— 47 Gasket OR Sealant o FZ FZ - - -- - --- _,� N 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier U- N I I _ I P tential Soffit — Between Foundation Wall and Untreated Wood - - - - - - - - - - - - ° - - - - - - - _ _ _ _. 49 Sound Attenuation Insulation - - - - - - - - - - - - - - - - - - - � - - - - - - - a Potential ° I w Potential Mech Ducting -'� 50 Overlap At Membrane Transition Mech Ducting ° w - Q-----EQ N ! p 9 9 Y ° I ° S e n -r,+ 8 N w 51 Asphalt Shingle Roofing System w w iu 0 52 Ice and Water Shield 53 Continuous Formed Metal Cleat s I 2'-4" C3 2'-2" o _..._._ 'Q FCO . � 54 T&G Wood Cladding,Painted Finish ° I -J G ,,,s, LL55 1/2"Cementitious Backer Board - q 01 + Ip 6 56 Ridge Cap Shingles O 57 Steel Column Structure,Refer to Struct FZ ° FZ ' EQ EQ LL 58 Spray-foam Insulation,R-14 ° 0 U- N e I ° LL' w 59 Elevated Wood Decking L�� O � 60 Wood Trim EQ EQ SD SDI 61 5/8"ThickGWB Panel,Painted;Refer to Finish ' a O Schedule - ---� -- _ - }' 62 Tile Wall;Refer to Finish Schedule n ._...5, ..—..,._... L i ° --J - 63 Tile Floor-Refer to Finish Schedule M i FS 64 Concrete Floor,Refer to Finish Schedule o ° ° w 65 Painted Ceiling,Refer to Finish Shedule ° I ° Q __ 66 Base 1,Refer to Finish Schedule w i 02'Gll ct 2 ° FCC 67 Base 2,Refer to Finish Schedule ° FZ I , 68 Exterior 3-Coat Stucco System ° i ° EQ EQ 69 Blackened Metal Fireplace Hearth FS O 70 Thinset Mortar on Waterproofing Membrane ° ;K) u' 71 1/2"Plywood ° I L 72 Cast in Place Concrete Stair 73 Stone with Undermount Sink EQ EQ O C) G: r,. E3�th 2 74 Stone Countertop w LU Q -1 OSD 75 Wood Stair,Tread and Riser with Handrail FD$ _° FDA FD 76 Metal Guardrail/Handrail E, i Q i 77 Medicine Cabinet FS i 78 Shower Glass Partition and Door 79 Freestanding Gas Fireplace --- - 80 Custom Millwork,See Millwork Sheets 81 Painted Wood Trim,See Detail 07/A410 FS Wall Sconce 82 Painted Shelf,by Contractor 0 83 Gravel Ground Cover O FC 84 Stone Curb Surface Mount Ceiling Fixture 85 FFE,Not in Contract O FD Recessed Downlight-Wet Area 86 Mirror 87 Stone Coping O FA-1 Recessed Downlight-Adjustable Accent 89 Downspout 0FA-2 Wall Washers 0 FA Recessed Downlight Seal&Signature: ®FE Recessed Area Light D ARC �5 S. DeAq& FZ Surface Mount Ceiling Fixture p FH Linear LED SP-1 Ceiling Speaker - S�SD 034585 Q� O Smoke Detector,CO2 Alarm qTF .�O . OF NEB GDP 1220 Ninth Street Level 01 Basement RCP As indicated 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 A120 1 Level 1-RCP Revisions 3/16"=1'-0" No. Issue Date 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 01 02 04 Drainage Medium 30 A2oo 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural 11 Slab-on-grade Perimeter Waterstop EQ EQ EQ 12 Compressible Joint Filler 13 Sealant -� 14 3/4"Plywood Subfloor Q 15 Floor Finish,Refer to Finish Schedule _ w t 16 Wood Blocking Roller Shade �" FI o 02 301� Wire for Future rn I 17 Interior Finish,Refer to Finish Schedule 9'-8" Motorized Shades 1 0 L i 18 Galy.Steel Furring Strip,w/Weep Holes It FS FA I 19 SS Flashing&Drip Edge I FS 20 Exterior Walt Base Trim(Azek or Sim.) EQr- - _ _ _ -EQ- - ;FS Q 21 2x4 PT Sill Plate 1O w 22 2x6 PT Wood Sill Plate r 23 Wood Beam/Joist Structure,Refer to Structural i .It i FCQ 1 I FA 24 1/2"Plywood Sheathing I i s i I - - - - r i 11 Frir?i "I F, ri FS Yw g O 25 2x4 Wood Framing i "' 26 2x6 Wood Framing g - �5- - - � �I FS ' ' 27 Weather Resistive Barrier I µ J FA 9'-8" ij- —Q T 28 Glass Door System,Refer to Schedule u I Q 29 Window System,Refer to Schedule _ 30 Vertical Battens FA 1 a 31 Fiber Cement Trim Board r --_ - - ---Ci .r.----- - SDO -_..____________ii ____ ______ _ _ EQ EQ ' Diu 32 Fiber Cement Siding Panels LU FS ; '' ow r..p.,, 33 Cavity Insulation,Mineral Wool Batt,R-13 34 Wood Column Structure,Refer to Structural C LU f EQ EQ LL 35 Formed Metal Gutter,Painted Finish 36 Ceiling Finish,Refer to Finish Schedule LU I 37 1/2"x 1/2"Reveal Reglet LT 38 Wood Furring Strips FCC - - - _ _ _ - _ T I 39 2x12 Wood Framing I 1G r'E ntra ncc 40 3/4"Plywood Sheathing -- = --" - U $9 -8" 41 Concrete Column Footing,Refer to Structural A2o0 + 9 -8'� I -- "- 42 Roof Wood Framing,Refer to Structural . 1--- ---- O 43 Roofing Membrane -- - N 44 Roof Cavity Insulation,Sprayfoam,R-24.5 EQ EQ EQ EQ EQ EQ EQ EQ s FS 45 Decomposed granite,Refer to Landscape i 4.��� 7 Q _._.... EQ _ _.......... ......,...._..__._...__._._..._._._.._ - __..__._.-...-..____-.......- ..._ , __-.__.____.....__.....- w I ( i r-- ---- - 46 Roller Shade 1 FA-1 _ _F _ _ F_A-10 _ d I��'i g_g^ 47 Gasket OR Sealant o e- "' 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier FA-1 FA-1 FA-1� SD "�-_ J j I H p �A-2 r FD FD FD _ Between Foundation Wall and Untreated Wood EQ EQ W - o- -o - 1. 10 49 Sound Attenuation Insulation 9 50 Overlap At Membrane Transition I SP-1((�� o I d C- r . ., P ti! w `t' I FA- EQ EQ r FE0 �. - -- 51 Asphalt Shingle Roofing System � - - - -i � FS c� . _ �� I 0 52 Ice and Water Shield I I i a t f rzm I ___� FA-� d - - FE T c3 53 Continuous Formed Metal Cleat _ - FS- - s_ FA-1 _ _ FAk10- _ " Q o FD - y r - - - - - - - I w 54 T&G Wood Cladding,Painted Finish r i I uJ -- 9'-8 i 55 1/2"Cementitious Backer Board - _ c r i FA-2o `n Q-i I Q FC I 01 1r12 's✓I!:,/rf, I i i FS 0 -a '� FE o � - - - - - 56 Ridge Cap Shingles - - i Lu 57 Steel Column Structure,Refer to Struct 30 ' FA-; .ES! ;w ' f,":.lei oom !I i FC i Q w ��{ ! i ,.� i '` If SP-1 I L — — — � w Ir --. 58 Spray-foam Insulation,R-14 I - - - -I i..� UJ�.!+ ,- -n i w 8. 59 Elevated Wood Decking FS J ! 0 60 Wood Trim a I I I I I 3,k0 ,� -1 - _ _FA-1 FA-1 - -,- - - - - - - - J '� 61 5/8"Thick GWB Panel,Painted;Refer to Finish _OF ___-_______-_FA-1 - _ FA-1 - _ FA-1 _ FS FS °' I Schedule Q - I I Q --�...___ 62 Tile Wall;Refer to Finish Schedule s L ;FH FH EQ EQ EQ EQ _ LUgFS I 63 Tile Floor Refer to Finish Schedule L 64 Concrete Floor,Refer to Finish Schedule 65 Painted Ceiling,Refer to Finish Shedule - t.` • � FA 66 Base 1,Refer to Finish Schedule ' m SP-1 I - 67 Base 2,Refer to Finish Schedule EpEQ I EgEq 68 Exterior 3-Coat Stucco System 69 Blackened Metal Fireplace earth 70 Thinset Mortar on Waterproofing Membrane FS ,V t<itc' r, I9'-8" FS 71 1/2"Plywood OI I ( +' Ip 72 Cast in Place Concrete Stair S 73 Stone with Undermount Sink FCI =-_ I I FC P-1 t - ! 74 Stone Countertop 75 Wood Stair,Tread and Riser with Handrail I w _ FA-1 FA- FA-1 FA- 76 Metal Guardrail/Handrail 1u ..EQ EQ i I ___ „EQ EQ 77 Medicine Cabinet • I' I 4 I 78 Shower Glass Partition and Door L i FS �'-:r ; FS' 79 Freestanding Gas Fireplace - - -� 80 Custom Millwork,See Millwork Sheets j -Fsg FS FS 81 Painted Wood Trim,See Detail 07/A410 f � Wall Sconce 82 Painted Shelf,b Contractor EQ EQ EQ EQ EQ y - --- ---��— O FC Surface Mount Ceiling Fixture 83 Gravel Ground Cover 84 Stone Curb FD 0 Recessed Downlight-Wet Area 85 FFE,Not in Contract FA-1 Recessed Downlight-Adjustable 86 Mirror e Accent 87 Stone Coping 0FA-2 Wall Washers 89 Downspout O FA Recessed Downlight ®FE Seal&Signature: Recessed Area Light oa A2oo FZ Surface Mount Ceiling Fixture kEDD P FH Linear LED �P p SPA Ceiling Speaker f + O SD Smoke Detector,CO2 Alarm µ 034585 �QQ� FOF NEB GDP 1220 Ninth Street Level 01 RCP As indicated 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 A121 1 Basement-Power Plan Revisions 3/16"=1'-0" No. Issue Date 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS ----�---------- 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural 11 Slab-on-grade Perimeter Waterstop UPi 12 Compressible Joint Filler t 13 Sealant 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking 17 Interior Finish,Refer to Finish Schedule E 18 Galv.Steel Furring Strip,w/Weep Holes 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) [�� Start^n 21 2x4 PT Sill Plate 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing 4 25 2x4 Wood Framing 26 2x6 Wood Framing 27 Weather Resistive Barrier 28 Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule 30 Vertical Battens I 31 Fiber Cement Trim Board 32 Fiber Cement Siding Panels 33 Cavity Insulation,Mineral Wool Batt,R-13 34 Wood Column Structure,Refer to Structural 35 Formed Metal Gutter,Painted Finish 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural I ! 42 Roof Wood Framing,Refer to Structural ^ � 43 Roofing Membrane 44 Roof Cavity Insulation,Sprayfoam,R-24.5 45 Decomposed granite,Refer to Landscape - -- - ---- --- -- -- -- --- -- � 46 Roller Shade — - - 47 Gasket OR Sealant 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood tt; 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition i, � --- 51 Asphalt Shingle Roofing System i #( cll� # 52 Ice and Water Shield f --—-------- 53 Continuous Formed Metal Cleat 54 T&G Wood Cladding,Painted Finish 55 1/2"Cementitious Backer Board ( � 56 Ridge Cap Shingles - ---- -- y 57 Steel Column Structure,Refer to Struct I 58 Spray-foam Insulation,R-14 `(?GFCI 59 Elevated Wood Decking up . --� 60 Wood Trim 61 5/8"Thick GWB Panel,Painted;Refer to Finish - Schedule c= -- - - - f 62 Tile Wall;Refer to Finish Schedule — ! - 63 Tile Floor-Refer to Finish Schedule 64 Concrete Floor,Refer to Finish Schedule i- ------ ---- -- ----- -------� I =- 65 Painted Ceiling,Refer to Finish Shedule 66 Base 1,Refer to Finish Schedule i 67 Base 2,Refer to Finish Schedule - -- - = 68 Exterior 3-Coat Stucco System i 69 Blackened Metal Fireplace Hearth - - 70 Thinset Mortar on Waterproofing Membrane 71 1/2"Plywood 72 Cast in Place Concrete Stair - 73 Stone with Undermount Sink € 74 Stone Countertop - f 75 Wood Stair,Tread and Riser with Handrail i 76 Metal Guardrail/Handrail LL 77 Medicine Cabinet $ 78 Shower Glass Partition and Door ---- J 79 Freestanding Gas Fireplace 80 Custom Millwork,See Millwork Sheets 81 Painted Wood Trim,See Detail 07/A410 82 Painted Shelf,by Contractor 83 Gravel Ground Cover 84 Stone Curb 85 FFE;Not in Contract 86 Mirror 87 Stone Coping 89 Downspout Seal&Signature: �ERED ARC 3. DePgs yid, O cn s�9T 0345BS F OF NEB GDP 1220 Ninth Street Basement Power Plan 3/16"=1'-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 A130 212.634.9384 1 Level 1-Power Plan Revisions 3/16"=1'-0" No. Issue Date 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS - - 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural j 11 Slab-on-grade Perimeter Waterstop DN 12 Compressible Joint Filler 7— _ 13 Sealant 14 3/4"Plywood Subfloor • 1 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking I 17 Interior Finish,Refer to Finish Schedule — - 18 Galy.Steel Furring Strip,w/Weep Holes -- 19 SS Flashing&Drip Edge LL 20 Exterior Wall Base Trim(Azek or Sim.) I -_ 21 2x4 PT Sill Plate 22 2x6 PT Wood Sill Plate '! 23 Wood Beam/Joist Structure Refer to Structural 112 T 1,n ' - -- - 24 1/2"Plywood Sheathing ; I i � 11 25 2x4 Wood Framing -- ----- 26 2x6 Wood Framing 27 Weather Resistive Barrier 28 Glass Door System,Refer to Schedule LL % 29 Window System,Refer to Schedule _ - 30 Vertical Battens 31 Fiber Cement Trim Board i LL °;3 j 32 Fiber Cement Siding Panels C7 s I —r ---- —; 33 Cavity Insulation,Mineral Wool Batt,R-13 _ j -. � 34 Wood Column Structure,Refer to Structural I i _ 35 Formed Metal Gutter,Painted Finish 36 Ceiling Finish,Refer to Finish Schedule i 37 1/2"x 1/2"Reveal Reglet I I 38 Wood Furring Strips I j 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural I 42 Roof Wood Framing,Refer to Structural ® I 43 Roofing Membrane 44 Roof Cavity Insulation,Sprayfoam,R-24.5 -- - --- ' - -- 45 Decomposed granite,Refer to Landscape 46 Roller Shade 47 Gasket OR Sealant 1 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier LL �"' Between Foundation Wall and Untreated Wood 1 h - - 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition washer 51 Asphalt Shingle Roofing System i �------ `i' 52 Ice and Water Shield Ll dryer 53 Continuous Formed Metal Cleat 1 r ,� 54 T&G Wood Cladding,Painted Finish 1103 Liw:�n!r :1'�' Dir;:;_�A U i 55 1/2"Cementitious Backer Board j 56 Ridge Cap Shingles 57 Steel Column Structure,Refer to Struct - - -- {IGFCI - - 58 Spray-foam Insulation R-14 59 Elevated Wood Decking ® -- 60 Wood Trim 61 5/8"Thick GWB Panel,Painted;Refer to Finish Schedule rm _ 62 Tile Wall;Refer to Finish Schedule GFCI � � - - - WP/ 63 Tile Floor-Refer to Finish Schedule GFCI 64 Concrete Floor,Refer to Finish Schedule R 65 Painted Ceiling,Refer to Finish Shedule 66 Basel,Refer to Finish Schedule 67 Base 2,Refer to Finish Schedule 68 Exterior 3-Coat Stucco System i 69 Blackened Metal Fireplace Hearth I 70 Thinset Mortar on WaterproofingMem r'� bane I I i - - - 2"Plywood 71 1/ lyw I —- - -- --- - ------------------' 72 Cast in Place Concrete Stair 73 Stone with Undermount Sink - ' - 74 Stone Countertop 75 Wood Stair,Tread and Riser with Handrail i 76 Metal Guardrail/Handrail 77 Medicine Cabinet 78 Shower Glass Partition and Door (?GFCI i GFCI' 79 Freestanding Gas Fireplace Ci ' _ FCI � $0 Custom Millwork,See Millwork Sheets i 81 Painted Wood Trim,See Detail 07/A410 j _ I 82 Painted Shelf,by Contractor 83 Gravel Ground Cover i 84 Stone Curb -- --- -- ------- ------------------- --- ---- ----_�_�J $5 FFE,Not in Contract 86 Mirror 87 Stone Coping 89 Downspout Seal&Signature: kED A/�L, s�9 K 03456S FOF NEB GDP 1220 Ninth Street Level 01 Power Plan 3/16"=1'-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 Al 212.634.9384 31 04 South Elevation Revisions 3/16"=1'-0" D O Q A No. Issue Date I 01 Building Permit Submission 03/17/2023 I 02 Building Permit Revision 04/08/2024 — Top of Roof HP 16'-81/2" Notes 01 CIP Concrete Footing,Refer to Structural 51 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium _ T.O.Framing n 05 Geotextile Fabric gg 9'-8 3/4" 06 Drainage Mat With Filter Fabric m 89 "I Ill_____________________________________________________________Ll 07 Foundation Drainage System i 89 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane W-21 W-22 32 32 , 10 Slab-on-grade,Refer to Structural W-11 W-12 W-15 W-16 W-2 105-1 11 Slab-on-grade Perimeter Waterstop ' 12 Compressible Joint Filler 13 Sealant I;;;I, , : , n ' 20 14 3/4"Plywood Subfloor R r III F.F.Level 01 01-01, 15 Floor Finish,Refer to Finish Schedule R IR , 111 �RI , M III 11 16 Wood Blocking 2 E 18 EQ. 2 E 5 EQ. 20 EQ. 5 EQ.2 9 EQ. 12 EQ. 5 EQ. 8 EQ. 12 EQ. 2 E 17 Interior Finish,Refer to Finish Schedule ,� - -- E .�-- 18 Galv.Steel Furring Strip,w/Weep Holes Vertical Batten Spacing 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) 03 West Elevation 21 3/16"=1'-0" x4 Sill Plate 22 2x6 PT Wood Sill Plate 06 05 04 03 02 01 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing _ Top of Roof HP 0 25 2x4 Wood Framing 16'-81/2" 26 2x6 Wood Framing 27 Weather Resistive Barrier 28 Glass Door System,Refer to Schedule 51 29 Window System,Refer to Schedule 30 Vertical Battens 31 Fiber Cement Trim Board _ T.O.Framing 0 32 Fiber Cement Siding Panels 1� 1"T j11�[ 11111111111111 1� �IT 111111 �i 11 1-1 U11 11 11 11 9'-8 3/4" 33 Cavity Insulation,Mineral Wool Batt,R-13 34 Wood Column Structure,Refer to Structural 89 89 35 Formed Metal Gutter,Painted Finish 36 Ceiling Finish,Refer to Finish Schedule W-10 I; 37 1/2"x 1/2"Reveal Reglet W-02 E- � W-03 321 � W-04 W- 7 0 W- 8 n W- 9 E- ;�� � W-14 38 Wood Furring Strips 39 2x12 Wood Framing I 1 40 3/4"Plywood Sheathing 20 ! _ F.F.Level 01 p 41 Concrete Column Footing,Refer to Structural 0'-0" 42 Roof Wood Framing,Refer to Structural --- 43 Roofing Membrane 5 EQ. 24 EQ. 7 EQ. 13 EQ. 2 EQ 33 EQ. 2�9. 23 EQ. 2 E Roof Cavity Insulation,Sprayfoam,R-24.5 3` 45 Decomposed granite,Refer to Landscape Vertical Batten Spacing 46 Roller Shade 47 Gasket OR Sealant 02 North Elevation 3/16"=1'-0" 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier AQ C D Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition j — Top of Roof HP 51 Asphalt Shingle Roofing System 16'-81/2" 52 Ice and Water Shield 53 Continuous Formed Metal Cleat 54 T&G Wood Cladding,Painted Finish 51 55 1/2"Cementitious Backer Board 56 Ridge Cap Shingles 57 Steel Column Structure,Refer to Struct T.O.Framing n 58 Spray-foam Insulation,R-14 - ---- -- ----- -- - i 9'-8 3/411 59 Elevated Wood Decking 60 Wood Trim 89 j 89 61 5/8"Thick GWB Panel,Painted;Refer to Finish Schedule 32 -23 32 W-01 W-05 W-0 62 Tile Wall;Refer to Finish Schedule 63 Tile Floor-Refer to Finish Schedule 64 Concrete Floor,Refer to Finish Schedule 'i 65 Painted Ceiling,Refer to Finish Shedule 20 ! 66 Base 1,Refer to Finish Schedule j — F.F.Level 01 01-01, 67 Base 2,Refer to Finish Schedule 68 Exterior 3-Coat Stucco System 39 EQ. L 9 EQ. 27 EQ. I 5 EQ.2�9. 18 EQ. 2LE9. 69 Blackened Metal Fireplace Hearth Vertical Batten Spacing 70 Thinset Mortar on Waterproofing Membrane 71 1/2"Plywood 72 Cast in Place Concrete Stair 01 East Elevation 73 Stone with Undermount Sink 3/16"=1'-0" 01 02 03 04 05 06 74 Stone Countertop I I 75 Wood Stair,Tread and Riser with Handrail 76 Metal Guardrail/Handrail Top of Roof HP 77 Medicine Cabinet 16'-81/2" 78 Shower Glass Partition and Door 79 Freestanding Gas Fireplace 51 80 Custom Millwork,See Millwork Sheets $1 Painted Wood Trim,See Detail 07/A410 82 Painted Shelf,by Contractor 83 Gravel Ground Cover T.O.Framing p g4 Stone Curb 9'-83/4" 89 85 FFE,Not in Contract 86 Mirror ' 87 Stone Coping � W- 5 W-26 89 Downspout 32 W-24 101-1 32 I Seal&Signature: F.F.Level 01 0 �F�E Q ARC - - 0'-0" 28 EQ. 29 EQ. 15 EQ. 9 EQ. L 4 EQ. L 4 EQ. 8 EQ. 12 EQ. - Vertical Batten Spacing `- s�9T 034585 �04� F OF NEB GDP 1220 Ninth Street Exterior Elevations 3/16"=1'-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 A200 212.634.9384 Revisions No. Issue Date 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking 17 Interior Finish,Refer to Finish Schedule 18 Galy.Steel Furring Strip,w/Weep Holes 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) 21 2x4 PT Sill Plate 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing 25 2x4 Wood Framing 26 2x6 Wood Framing 27 Weather Resistive Barrier 28 Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule 30 Vertical Battens 31 Fiber Cement Trim Board 32 Fiber Cement Siding Panels 33 Cavity Insulation,Mineral Wool Batt,R-13 34 Wood Column Structure,Refer to Structural 35 Formed Metal Gutter,Painted Finish 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 4 Garage South Elevation 1 Garage Plan 39 5 Garage West Elevation 3/16"=1'-0" 3/16"=1'-0" x1 Wood Framing = 40 /4 Plywood Sheathing 3/16" T-0" 41 Concrete Column Footing,Refer to Structural 42 Roof Wood Framing,Refer to Structural 43 Roofing Membrane 3 A2o1 44 Roof Cavity Insulation,Sprayfoam,R-24.5 45 Decomposed granite,Refer to Landscape 46 Roller Shade 47 Gasket OR Sealant 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood 51 49 Sound Attenuation Insulation CO 28'-0" 50 OverlapAtMembraneTransition 51 Asphalt Shingle Roofing System ¢ 52 Ice and Water Shield co - N 53 Continuous Formed Metal Cleat `Q 54 T&G Wood Cladding,Painted Finish F 55 1/2"Cementitious Backer Board 32 32 - 56 Ridge Cap Shingles / , �\ F- 57 Steel Column Structure,Refer to Struct 58 Spray-foam Insulation,R-14 59 Elevated Wood Decking ---, - 60 Wood Trim 61 5/8"Thick GWB Panel,Painted;Refer to Finish Schedule 62 Tile Wall;Refer to Finish Schedule 63 Tile Floor-Refer to Finish Schedule 64 Concrete Floor,Refer to Finish Schedule g 65 Painted Ceiling,Refer to Finish Shedule �� o A2o1 66 Base 1,Refer to Finish Schedule Garage 67 Base 2,Refer to Finish Schedule N 68 Exterior 3-Coat Stucco System 2 Garage East Elevation 3 Garage North Elevation 69 Blackened Metal Fireplace Hearth 3/16"=1'-0" 3/16"=1'-0" 70 Thinset Mortar on Waterproofing Membrane 71 1/2"Plywood 72 Cast in Place Concrete Stair 73 Stone with Undermount Sink 74 Stone Countertop 75 Wood Stair,Tread and Riser with Handrail 76 Metal Guardrail/Handrail 77 Medicine Cabinet 78 Shower Glass Partition and Door 79 Freestanding Gas Fireplace 80 Custom Millwork,See Millwork Sheets 51 co 81 Painted Wood Trim,See Detail 07/A410 32 82 Painted Shelf,by Contractor 83 Gravel Ground Cover - - _ co 84 Stone Curb --- -- - -- --- ----- --- -- --— m 85 FFE,Not in Contract -- --- - -- -- - 86 Mirror - --------------- ----- _._ . . ___...-- ._---- --__-------------___--- 32 F- 87 Stone Coping -------- -------- ---- - -- is 89 Downspout 4 Seal&Signature: A2o� D Aqc M�SP a, DePq s�9Tt� 03456S 0�NEB GDP 1220 Ninth Street Garage Drawings 3/16"=T-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 A201 2'-11/2" See Plan See Plan See Plan See Plan See Plan See Plan See Plan See Door S&edule '� Revisions -------- -- No. Issue Date 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 O O O �' N W-25 N Notes m 01 CIP Concrete Footing,Refer to Structural iv N in 10 02 CIP Concrete Foundation Wall,Refer to Structural o0 `� ` �t O O 03 Concrete Grout Slope to Drain O `� ,' `� r ` c� iv 04 Drainage Medium bo bo r 05 Geotextile Fabric f ` co bo 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor F.F.Basement — — — — — _ _ _ F.F.Level 01 0 15 Floor Finish,Refer to Finish Schedule -g -0" W-35 W-26 T W- 4 — W-23 01-0. 16 Wood Blocking 007-1 W-34 W-33 W-32 -31 17 Interior Finish,Refer to Finish Schedule 18 Galy.Steel Furring Strip,w/Weep Holes See Plan See Door Schedule See Plan See Plan See Plan See Plan 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) — 21 2x4 PT Sill Plate 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing 25 2x4 Wood Framing 26 2x6 Wood Framing `\ 00 27 Weather Resistive Barrier N 28 Glass Door System,Refer to Schedule o `� 29 Window System,Refer to Schedule ' m O O O O O 30 Vertical Battens r N iV iv iv iv 31 Fiber Cement Trim Board T r 32 Fiber Cement Siding Panels 00 T T 9 33 Cavity Insulation,Mineral Wool Batt,R-13 34 Wood Column Structure,Refer to Structural 35 Formed Metal Gutter,Painted Finish LL , 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural F.F.Level 01 42 Roof Wood Framing,Refer to Structural W-21 -22 105-1 W- 0 W-17 W- 8 W-19 0'-0" 43 Roofing Membrane O W-16 W-15 44 Roof Cavity Insulation,Sprayfoam,R-24.5 45 Decomposed granite,Refer to Landscape See Plan 46 Roller Shade See Plan See Plan 47 Gasket OR Sealant 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition 51 Asphalt Shingle Roofing System 52 Ice and Water Shield 53 Continuous Formed Metal Cleat 54 T&G Wood Cladding,Painted Finish 55 1/2"Cementitious Backer Board 56 Ridge Cap Shingles 0 0 r 57 Steel Column Structure,Refer to Struct N N 58 Spray-foam Insulation,R-14 CO 59 Elevated Wood Decking bo 60 Wood Trim 61 5/8"Thick GWB Panel,Painted;Refer to Finish Schedule 62 Tile Wall;Refer to Finish Schedule 63 Tile Floor-Refer to Finish Schedule 64 Concrete Floor,Refer to Finish Schedule 65 Painted Ceiling,Refer to Finish Shedule 66 Base 1,Refer to Finish Schedule 67 Base 2,Refer to Finish Schedule F.F.Level 01 68 Exterior 3-Coat Stucco System 01-01, 69 Blackened Metal Fireplace Hearth W-13 W-14 W-11 W-12 -07 W-08 W-09 W-10 70 Thinset Mortar on Waterproofing Membrane 71 1/2"Plywood 72 Cast in Place Concrete Stair 73 Stone with Undermount Sink 74 Stone Countertop See Plan See Plan See Plan See Plan 75 Wood Stair,Tread and Riser with Handrail 76 Metal Guardrail/Handrail 77 Medicine Cabinet 78 Shower Glass Partition and Door 79 Freestanding Gas Fireplace 80 Custom Millwork,See Millwork Sheets 81 Painted Wood Trim,See Detail 07/A410 82 Painted Shelf,by Contractor 83 Gravel Ground Cover 84 Stone Curb 0 0 0 0 85 FFE,Not in Contract 86 Mirror N N r N 87 Stone Coping (0 bo 89 Downspout Seal&Signature: D ADepiq qe F.F.Level 01 ' W-05 W-06 -04 W-02 W-03 W-01 �q�. 0345BS ypQ� F OF NEN1 GDP 1220 Ninth Street Window Schedule 1/2"=1'-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 A210 02 Building Section at Den,Dining Room,Nudroom 3/16"=1'-0" Revisions No. Issue Date 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 Notes n 01 CIP Concrete Footing,Refer to Structural YC 01 B A 02 CIP Concrete Foundation Wall,Refer to Structural 30 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric Top of Roof HP 06 Drainage Mat With Filter Fabric 16'-81/2" 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural 11 Slab-on-grade Perimeter Waterstop T.O.Framing 12 Compressible Joint Filler 0 9'-8 3/4" 13 Sealant 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking 17 Interior Finish,Refer to Finish Schedule 1 0 Kitch� 18 Galv.Steel Furring Strip,w/Weep Holes 3 19 SS Flashing&Drip Edge \ 40 20 Exterior Wall Base Trim(Azek or Sim.) „! 21 2x4 PT Sill Plate F.F.Level 01 n 22 2x6 PT Wood Sill Plate 0'-0" 23 Wood Beam/Joist Structure Refer to Structural 24 1/2"Plywood Sheathing Light II 25 2x4 Wood Framing 007 Stor, ge 002 Guest Bed 2 26 2x6 Wood Framing 27 Weather Resistive Barrier 28 Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule F.F.Basement 30 Vertical Battens -91-0" 31 Fiber Cement Trim Board 32 Fiber Cement Siding Panels 33 Cavity Insulation,Mineral Wool Batt,R-13 34 Wood Column Structure,Refer to Structural 35 Formed Metal Gutter,Painted Finish 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 42 Roof Wood Framing,Refer to Structural 43 Roofing Membrane 44 Roof Cavity Insulation,Sprayfoam,R-24.5 45 Decomposed granite,Refer to Landscape 46 Roller Shade 01 Building Section at Kitchen,Living,Dining 47 Gasket OR Sealant 3/16 1-0 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition 51 Asphalt Shingle Roofing System 52 Ice and Water Shield 53 Continuous Formed Metal Cleat 06 05 04 03 02 01 54 T&G Wood Cladding,Painted Finish 55 1/2"Cementitious Backer Board 02 56 Ridge Cap Shingles 2 j 01 57 Steel Column Structure,Refer to Struct 30 58 Spray-foam Insulation,R-14 59 Elevated Wood Decking 60 Wood Trim Top of Roof HP 0 61 5/8"Thick GWB Panel,Painted;Refer to Finish 16'-81/2" Schedule 62 Tile Wall;Refer to Finish Schedule 63 Tile Floor-Refer to Finish Schedule 64 Concrete Floor,Refer to Finish Schedule 65 Painted Ceiling,Referto Finish Shedule 66 Base 1,Refer to Finish Schedule T.O.Framing 67 Base 2,Refer to Finish Schedule 9'-8 3/4" 68 Exterior 3-Coat Stucco System y 69 Blackened Metal Fireplace Hearth 112 Primary Bed � , �� ,� 70 Thinset Mortar on Waterproofing Membrane 103 Living Area 104 K i t c h e 71 1/2"Plywood A �� � 72 Cast in Place Concrete Stair 73 Stone with Undermount Sink 74 Stone Countertop 75 Wood Stair,Tread and Riser with Handrail F.F.Level 01 76 Metal Guardrail/Handrail 0'-0" 77 Medicine Cabinet 78 Shower Glass Partition and Door 79 Freestanding Gas Fireplace 80 Custom Millwork,See Millwork Sheets 81 Painted Wood Trim,See Detail 07/A410 82 Painted Shelf,by Contractor ` 83 Gravel Ground Cover \ F.F.Basement 84 Stone Curb $5 FFE,Not in Contract 86 Mirror 87 Stone Coping 89 Downspout Seal&Signature: D ARC C9�Q.3, Denq z s�9TF 034585 �OQ� OF NEB GDP 1220 Ninth Street Building Sections 3/16"=1'-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 A300 02 Building Section at Guest Bedrooms Revisions 3/16"=1'-0" No. Issue Date 01 01 Building Permit Submission 03/17/2023 30 02 Building Permit Revision 04/08/2024 Notes OC B 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium Top of Roof In 0 Geotextile Fabric 16 -81% Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural 4 11 Slab-on-grade Perimeter Waterstop 40 T.O.Framiqq 9,-8 3M Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking \ \ 17 Interior Finish,Refer to Finish Schedule 12 Pri na Be 18 Galv.Steel Furring Strip,w/Weep Holes 19 SS Flashing&Drip Edge 9 P 9 20 Exterior Wall Base Trim(Azek or Sim.) F.F.Level Qj 2x4 PT Sill Plate 0 - 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural ,' 24 1/2"Plywood Sheathing St age ( 25 2x4 Wood Framing 26 2x6 Wood Framing 27 Weather Resistive Barrier \ 28 Glass Door System,Refer to Schedule \ ( I F.F.Basemen 2g Window System,Refer to Schedule 6W Vertical Battens — I 31 Fiber Cement Trim Board J 32 Fiber Cement Siding Panels 33 Cavity Insulation,Mineral Wool Batt,R-13 34 Wood Column Structure,Refer to Structural 35 Formed Metal Gutter,Painted Finish 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 42 Roof Wood Framing,Refer to Structural 43 Roofing Membrane 44 Roof Cavity Insulation,Sprayfoam,R-24.5 45 Decomposed granite,Refer to Landscape 46 Roller Shade 47 Gasket OR Sealant 01 Building Section at Living/Entrance 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier 3/16"=1'-0" Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition 51 Asphalt Shingle Roofing System 52 Ice and Water Shield 53 Continuous Formed Metal Cleat 54 T&G Wood Cladding,Painted Finish 55 1/2"Cementitious Backer Board 56 Ridge Cap Shingles C 01 B A 57 Steel Column Structure,Refer to Struct 30 58 Spray-foam Insulation,R-14 59 Elevated Wood Decking Top of Roof HP 60 Wood Trim 16 -81/2 61 5/8"Thick GWB Panel,Painted;Refer to Finish Schedule 62 Tile Wall;Refer to Finish Schedule 63 Tile Floor-Refer to Finish Schedule 64 Concrete Floor,Refer to Finish Schedule 65 Painted Ceiling,Refer to Finish Shedule 66 Basel,Refer to Finish Schedule T.O.Framing 67 Base 2,Refer to Finish Schedule 9'-8 3/4" 68 Exterior 3-Coat Stucco System 69 Blackened Metal Fireplace Hearth 70 Thinset Mortar on Waterproofing Membrane \ 71 1/2"Plywood 103 Living Area 102 Dining Area 107 Pwdr Rm 1 6 Mudroo 03 st Bed 72 Cast in Place Concrete Stair 73 Stone with Undermount Sink 74 Stone Countertop 75 Wood Stair,Tread and Riser with Handrail ' F.F.Level 01 76 Metal Guardrail/Handrail 0'-0" 77 Medicine Cabinet LU 78 Shower Glass Partition and Door -- — ,� 79 Freestanding Gas Fireplace 008 Storage Basement 05 uest Ba 006 Storage $0 Custom Millwork,See Millwork Sheets 001 Den 004 Guest Bed 3 b $1 Painted Wood Trim,See Detail 07/A410 O 82 Painted Shelf,by Contractor 83 Gravel Ground Cover 84 Stone Curb F.F.Basement 85 FFE,Not in Contract 86 Mirror 87 Stone Coping 89 Downspout Seal&Signature: cti�ED AR0, 3'• Depl',p�At� S�qp� 0345BS yOQ� OF NE`N GDP 1220 Ninth Street Building Section 3/16"=1'-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 A301 212.634.9384 6 Wall Section at Main Entry 4 Wall Section-Typical 2 Enlarged Elevation East Revisions 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 6 B O 04 05 40 — Top of Roof HP 0 No. Issue Date 16'-81/2" 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 � I Notes � 1 � I I I I i I , A410 A410 A410 4 I I _4 _ _ ( T.O.Framing T.O.Framing— _ — — — I 9 0 T.O.Framing g 9'-8 3/4" 9'-8 3/4" - I I — — 9'-8 3/4" — — — — — — 7 14 41 I A411 I A411 \ 5 41 11 O I / � / 3 s 0o A410 I I / 5 2 _ 411 A 0 F.F.Level 01 � � ( — F.F.Level 01 0 I1 F.F.Level 01 2 41 I 6 1 Enlarged Elevation West 1/2"=1'-0" 03 02 11 01 Q A410 I I I 1 I I 10 A411 — (— — — — F.F.Basement F.F.Basement n -9'-0" 1 I 41 41 j 3 I I � � T.O.Framing 0 7 — — — 9'-83/4„ I 9 41 A410 I I 6 OPP. 11 A411 A411 I • I I 8 12 A411 A411 �� I I i I i 1 A411 6 2 5 A410 I A411 A411 Seal&Signature: F.F.Level 01 0 p-ED ARC I — — — — — — — 01-01, DePgsO�jc- �q 034586 O�TFOFNE`N� GDP 1220 Ninth Street Wall Sections 1/2"=1'-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 A400 4 Section at Light Well 2 3 Section at Light Well 1 Revisions 1/2"=1-0 02 03 1/2"=1'-0" O No. Issue Date 510 0 01 Building Permit Submission 03/17/2023 3 02 Building Permit Revision 04/08/2024 40 _ Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric g 13 13 5 06 Drainage Mat With Filter Fabric A411 I A411 A411 A411 A410 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane W-18 W-19 10 Slab-on-grade,Refer to Structural W- 0 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking 17 Interior Finish,Refer to Finish Schedule 18 Galy.Steel Furring Strip,w/Weep Holes 2 5 5 3 2 19 SS Flashing&Drip Edge A411 A412 A412 12 A4 ( A4_) 11 20 Exterior Wall Base Trim(Azek or Sim.) 21 2x4 PT Sill Plate F.F.Level 01 Q F.F.Level 01 22 2x6 PT Wood Sill Plate 0'-0" 01-01, 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing 25 2x4 Wood Framing 41 I ( 26 2x6 Wood Framing I 27 Weather Resistive Barrier I I 2 28 Glass Door System,Refer to Schedule I I 10 �\ I �� 2 � iv A412 \ I I N 29 Window System,Refer to Schedule I I A412 \\ , A412 I I 30 Vertical Battens I -3'-10" it -3'-10 31 Fiber Cement Trim Board I I � i W-32 W-31 41 32 Fiber Cement Siding Panels 33 Cavity Insulation,Mineral Wool Batt,R-13 34 Wood Column Structure,Refer to Structural LIr"l-lo, o A412 Z0 35 Formed Metal Gutter,Painted Finish N 36 Ceiling Finish,Refer to Finish Schedule 6'-4 37 1/2"x1/2"Reveal Reglet 83 _ 83 " 38 Wood Furring Strips - ._. 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41_ Concrete Column Footing,Refer to op Structural Miv 42 Roof Wood Framing,Refer to Structural 43 Roofing Membrane 44 Roof Cavity Insulation,Sprayfoam,R-24.5 F.F.Basement _ F.F.Basement 45 Decomposed granite,Refer to Landscape 46 Roller Shade 47 Gasket OR Sealant 01 01 01 01 01 01 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation Mimi 50 Overlap At Membrane Transition 51 Asphalt Shingle Roofing System 52 Ice and Water Shield 53 Continuous Formed Metal Cleat 1 Enlarged Plan-Lightwell at Ground Level 2 Enlarged Plan-Lightwell at Basement Level 54 T&G Wood Cladding,Painted Finish 1/2"=1'-0" B 1/2"=1'-0" B 55 1/2"Cementitious Backer Board 56 Ridge Cap Shingles 57 Steel Column Structure,Refer to Struct 58 Spray-foam Insulation,R-14 59 Elevated Wood Decking 60 Wood Trim 61 5/8"Thick GWB Panel,Painted;Refer to Finish Basement i Schedule 0'-0" 001 Den i i 62 Tile Wall;Refer to Finish Schedule 105 Hall 2 -9,-0„ 11 11 04 Guest Bed 3 63 Tile Floor-Refer to Finish Schedule 64 Concrete Floor,Refer to Finish Schedule 65 Painted Ceiling,Refer to Finish Shedule 66 Basel,Refer to Finish Schedule - - - � - 67 B 2 R f t F' hSchedule 03 03 — O _ E _ 68 Exterior Coat Stucco Sys em W31 W32 69 �'. p Blackened Metal Fireplace Hearth ' 7- - - - - - Thinset Mortar on Waterproofing Membrane 71 1/2"Plywood 3-0" 3-0" -33W a- 72 Cast In Place Concrete Stair 02 — 73 02 with Stone Undermo nt Sink - - - u _ a 3 74 Stone Countertop - - b - - 3 10" v: 75 Wood Stair Tread and Riser with Handrail -6'-4" - - -1'-4" 3' 10 ' 76 Metal Guardrail/Handrail 5 9 Medicine in- d e Cabinet e - - - - - - -- Guest Bed -- - - - - - - - - 0 02 e n - - - - 78 I 1 4 Kitchen ?i •htvire1��:� _ Shower G ass Partition and Door 0 n - - 9- - Freestanding 'r- - Gas Fireplace - - - - - 80Millwork,See Mill work Sheet s 81 Painted Woo Trim See Detail 7 A41- - - - - d 0 / 0 A501 - - - - - - 82 Painted ai ed Shelf,by Contractor 0 83 Gravel Ground Cover 84 Stone Curb 85 FFE,Not in Contract 0 86 Mirror M 87 Stone Coping 89 Downspout Seal&Signature: o D Alec M �� a, DePgsp S� 034555 Q� 4 4 9TFOF NE`N�� " 40 40 GDP 1220 Ninth Street Light Well 1/2"=1'-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 A401 2 Section-Exterior Stair 2 1 Section-Exterior Stair Revisions 1/2"=1'-0" 1/2"=1'-0" No. Issue Date 2 01 Building Permit Submission 03/17/2023 1 40 02 Building Permit Revision 04/08/2024 40 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural _ r 7 -� 03 Concrete Grout,Slope to Drain 41 76 04 Drainage Medium I 03 05 Geotextile Fabric ( 76 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane F.F.Level 01 p F.F.Level 01 10 Slab-on-grade,Refer to Structural 0'-0" 01-01, 11 Slab-on-grade Perimeter Waterstop _ 9 68 A412 _ 12 Compressible Joint Filler - I 6 13 Sealant 41 \ 14 3/4"Plywood Subfloor 68 I 15 Floor Finish,Refer to Finish Schedule 01 16 Wood Blocking 17 Interior Finish,Refer to Finish Schedule 10 18 Galv.Steel Furring Strip,w/Weep Holes 72 A412 I 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) 10" I \`� 0 21 2x4 PT Sill Plate o) 22 2x6 PT Wood Sill Plate ' 007-1 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing 72 M I , 8 25 2x4 Wood Framing 26 2x6 Wood Framing Weather 27Resistive. he Barrier 28 Glass Door System,Refer to Schedule 02 I , 02 29 Window System,Refer to Schedule 30 Vertical Battens 31 Fiber Cement Trim Board 32 Fiber Cement Siding Panels F.F.Basement i / Drain F.F.Basement 33 Cavity Insulation,Mineral Wool Batt,R-13 34 Wood Column Structure,Refer to Structural 35 Formed Metal Gutter,Painted Finish 01 36 Ceiling Finish,Refer to Finish Schedule 01 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 3 Enlarged Plan-Exterior Stair 42 Roof Wood Framing,Refer to Structural 1/2"=1'-0" 43 Roofing Membrane 44 Roof Cavity Insulation,Sprayfoam,R-24.5 45 Decomposed granite,Refer to Landscape 2 7 46 Roller Shade 73-11. 47 Gasket OR Sealant 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier 12'-6" L Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition 51 Asphalt Shingle Roofing System 52 Ice and Water Shield 53 Continuous Formed Metal Cleat 01 54 T&G Wood Cladding,Painted Finish 55 1/2"Cementitious Backer Board 1 01 O 40 72 DN 56 Ridge Cap Shingles 57 Steel Column Structure,Refer to Struct 58 Spray-foam Insulation,R-14 59 Elevated Wood Decking 60 Wood Trim 61 5/8"Thick GWB Panel,Painted;Refer to Finish 11 Schedule n 62 Tile Wall;Refer to Finish Schedule I IT j 63 Tile Floor-Refer to Finish Schedule 64 Concrete Floor,Refer to Finish Schedule 65 Painted Ceiling,Refer to Finish Shedule 66 Base 1,Refer to Finish Schedule 67 Base 2,Refer to Finish Schedule 68 Exterior 3-Coat Stucco System 69 Blackened Metal Fireplace Hearth 70 Thinset Mortar on Waterproofing Membrane 4 Enlarged Plan-Exterior Stair Basement 71 1/2"Plywood 1/2"=T-0" 72 Cast in Place Concrete Stair 73 Stone with Undermount Sink 2 B 74 Stone Countertop 40 75 Wood Stair,Tread and Riser with Handrail 76 Metal Guardrail/Handrail 77 Medicine Cabinet 78 Shower Glass Partition and Door 79 Freestanding Gas Fireplace 80 Custom Millwork,See Millwork Sheets --- ---L--- --- --- --- 81 Painted Wood Trim,See Detail 07/A410 i i i i i 01 82 Painted Shelf,by Contractor 19 i i i i i 83 Gravel Ground Cover A210 i 84 Stone Curb i i i i i 40 M 1 U i i i 85 FFE,Not in Contract ' 86 Mirror 87 Stone Coping 89 Downspout 007-1 -35 Seal&Signature: D ARC �5 S. Depq,,hid, 034585 yp� FOF NEB GDP 1220 Ninth Street Exterior Basement Stair 1/2"=T-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 A402 11 Section-Roof Peak 7 Section-Typical Window Head 4 Section-Typical Exterior Wall at Roof Gutter Revisions 3"=1'-0" 3"=1'-0" 3"=1'-0" _ 56 — — Top of Roof HP \ 43 52 51 \ \ 52 No. Issue Date �\ 16'-81/2" \ Slope Varies : „ �\ \ � 51 01 Building Permit Submission 03/17/2023 \\ p \ Slope Varies 02 Building Permit Revision 04/08/2024 \\ Slope Varies Notes \ 51 = 24 35 44 \ 43 19 10 -5" 24 19 02 CIP Concrete Footing,Refer to Structural / / \ — — — i — — — — — — _ — 5 Concrete Foundation Wall,Refer to Structural 01 CIP 10' 03 Concrete Grout,Slope to Drain 04 Drainage Medium / // .. O 24 \ 05 Geotextile Fabric �t 42 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 5" 08 Below Grade Insulation,XPS iT N 09 Below Grade Waterproofing Membrane N N 10 Slab-on-grade,Refer to Structural 42 31 31 11 Slab-on-grade Perimeter Waterstop _ T.O.Framing T.O.Framing s Joint Filler 12 Compressible ' 9'-8 3/4" 13 Sealant 24 9'-83/4" 14 3/4"Plywood Subfloor 36 42 36 17 27 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking 32 17 Interior Finish,Refer to Finish Schedule _ i I 33 58 30 18 Galy.Steel Furring Strip,w/Weep Holes 17 =•• 24 ;. 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) 27 M 21 2x4 PT Sill Plate M 3 Section-Window Sill-Raised 11/2" I 32 3"=1'-0" 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural Int. Ext. - 30 24 1/2"Plywood Sheathing 25 2x4 Wood Framing 29 26 2x6 Wood Framing `" 27 Weather Resistive Barrier `� 60 19 28 Glass Door System,Refer to Schedule 60 29 Window System,Refer to Schedule 30 Vertical Battens ,n 46 \ R.O.8'-61/2" 1 27 3 Fiber Cement Trim Board 19 ! 32 Fiber Cement Siding Panels 17 33 58 32 33 Cavity Insulation,Mineral Wool Batt,R-13 29 34 Wood Column Structure,Refer to Structural 35 Formed Metal Gutter,Painted Finish Int. Ext. 2 Section-Typical Exterior Wall at Grade 36 Ceiling Finish,Refer to Finish Schedule 3"=1'-0" 55/8" 51/2" 1/2" 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 39 2x12 Wood Framing 6 Section-Window Sill-Floor 17 33 58 24 40 3/4"Plywood Sheathing 3"=1'-0" O._ 41 Concrete Column Footing,Refer to Structural 27 42 Roof Wood Framing,Refer to Structural 32 43 Roofing Membrane 60 22 44 Roof Cavity Insulation,Sprayfoam,R-24.5 15 14 13 29 15 14 30 45 Decomposed granite,Refer to Landscape F.F.Level 01 46 Roller Shade 9 Plan Detail-Outside Corner _ F.F.Level 01 3"=1'-0" _ 01-01, c`�� = 01-01, 47 Gasket OR Sealant - -- 19 — _ - - - - - z - 19 L 221/2" EQ L EQ f I 22 I 22 I �� F Between Foundation Wall and Untreated Wood _ _ / 31 iv T.O.Conc. 1 - - I I / 31 cv 49 Sound Attenuation Insulation T.O.Conc. r - - , r - - / 1 89 Ext. i 47 I I . r i 47 i to LO 50 Overlap At Membrane Transition 51 Asphalt Shingle Roofing System 52 Ice and Water Shield 13 53 Continuous Formed Metal Cleat 30 55-77 I 1380 I 154 T&G Wood Cladding,Painted Finish i .... i .� 20 � i I i 20 55 1/2"Cementitious Backer Board Grade I _,: I i 56 Ridge Cap Shingles Grade 57 Steel Column Structure,Refer toStruct 33 M ___ I I I � / / / / 58 Spray-foam Insulation,R-14 LO i i I , I 59 Elevated ed W ood Decking26 60 Wood Trim ' ` J I 06 61 5/8"Thick GWB Panel,Painted;Refer to Finish Schedule 08 t \\\\\\\\ 62 Tile Wall;Refer to Finish Schedule 09 \//\//\//\//\ 63 Tile Floor-Refer to Finish Schedule ' ` _ N/ / / / / 64 Concrete Floor,Refer to Finish Schedule 58 33 I 58 47 I \/\/\/\/� 65 Painted Ceiling,Refer to Finish Shedule 66 Base 1,Refer to Finish Schedule \ 67 Base 2 Refer to Finish Schedule Ext. Int. 68 Exterior 3-Coat Stucco System 69 Blackened Metal Fireplace Hearth 70 Thinset Mortar on Waterproofing Membrane 71 1/2"Plywood 8 Plan Detail-Outside Corner&Window 5 Plan Detail-Typical Exterior Wall&Window Jamb 1 Section-Typical Footing 72 Cast in Place Concrete Stair 3"=1'-0" 3"=1'-0" 3"=1'-0" 1 - , . . . . . . . . . . . , . . . . . . i ,. 73 Stone with Undermount Sink 06 21/2 02 / / / / 74 Stone Countertop 75 Wood Stair,Tread and Riser with Handrail Ext. R.O. 21/2" 21/2" Ext. \/\/\/\/\� 76 Metal Guardrail/Handrail 73/4" I R.O. Ext. 58 I 0977 Medicine Cabinet 30 24 27 32 30 — — — — — — I — — \/ �•F.Basement � 29 ifl t 04 -- \� \//\\V -9'-0" 78 Shower Glass Partition and Door rn 10 O Millwork,\\ \ \ \/ 79 Freestanding Gas Fireplace 80 t \/\\/\\/ CustomM wo k,See Millwork Sheets 30 y - --"- - ---- "- --- - - - - - - - 13 I \ / / / 81 Painted Wood Trim,See Detail 07/A410 -- - 12 I \\/ / 82 Painted Shelf,by Contractor 83 Gravel Ground Cover 84 Stone Curb 32 33 -. 03 \\\\\\� 85 FFE,Not in Contract T / // 86 Mirror 27 60 60 26 87 Stone Coping 09 06 89 Downspout \ \� j I N I I a0 Q9 26 I I t ,7 n Seal&Signature: 01 g 21/7' 60 I i I G--AdI'oinin Wall 58 33 t i I t (Where Occurs) t /\\//\\/ �piED ARC, Ext. - - Int. Int. Int. 17 t i / \\,\\,\\,\\,\\,\\,\ \ \ ,\ \ \7/7 \�,\�,\�, 0345a5 yQQ� F OF NEB GDP 1220 Ninth Street Exterior Details 3"=1'-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY,0017 A410 212.634.9384 14 Plan Detail-Inside Corner 10 Section-Typical Exterior Wall at Roof Gable 6 Plan Detail-Inside Corner Window/Sliding Door 3 Section-Exterior Sliding Door Head Revisions 3"=1'-0" 7 3/16" 3"=1'-0^ 3"=1'-0" 3" �` — (Below) 19 - 43 5� No. Issue Date 8" 51/2" 1/ '� - 51 52 43 24 27 j 52 51 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 Int. 30 Ext. 24 24 j - ;;,• r - - - - - 19 - ---- - - s_ i - 32 `. No sy: 34 30 _ _::: _ �� 01 CIP Concrete Footing,Refer to Structural 30 24 02 CIP Concrete Foundation 35 i Wall,Refer to Structural 42 30 iv 44 19 10,-5" 03 Concrete Grout,Slope to Drain 31 N - — - - - - - N v - - - 0 04 Drainage Medium 30 // 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric = lign v 07 Foundation Drainage System 30 08 Below Grade Insulation,XPS _ 09 Below Grade Waterproofing Membrane 34 N M I 5" iv 10 Slab-on-grade,Refer to Structural LO ti N 11 Slab-on-grade Perimeter Waterstop 31 12 Compressible Joint Filler 13 Sealant ca - _ T.O.Framing 0 14 3/4"Plywood Subfloor - - 9'-83/4" 15 Floor Finish,Refer to Finish Schedule Adjoining Wall i I I i 9 Section-Exterior Inswing Door O 16 Wood Blocking (Where Occurs)-i Int. 3"-1-0 ! R.O. 11/4"I g 1/g^ I ' I 42 36 17 Interior Finish,Refer to Finish Schedule I , ' 18 Galy.Steel Furring Strip,w/Weep Holes 5g 24 I 6 5/8" Ll1/2" _ 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) 13 Plan Detail-Inside Corner Window 27 3"-1-0" Int. 17 58 24 fit' 21 2x4 PT Sill Plate 11/2" 32 Ext. Int. 22 2x6 PT Wood Sill Plate i � � 27 Alin 23 Wood Beam/Joist Structure,Refer to Structural R.O. 24 1/2"Plywood Sh !� 11/2" 25 2x4 Wood Frames thing Tf Int. I Ext. i 60 CA .a_ 30 26 2x6 Wood Framing 29 I 27 Weather Resistive Barrier CV) j 28 Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule 30 � ._-. _ I 30 Vertical Battens Align 29 �,) 60 R.O. 8'-f61/2" I I j "� 31 Fiber Cement Trim Board _ I N R.O.8'-61/2" 0 32 Fiber Cement Siding Panels - -� - 33 Cavity Insulation,Mineral Wool Batt,R-13 _ 19 .- - _ LO / ( 34 Wood Column Structure,Refer to Structural CD / � I � I I j 35 Formed Metal Gutter,Painted Finish i 00 I / 29 36 Ceiling Finish,Refer to Finish Schedule % co j i 37 1/2"x 1/2"Reveal Reglet j. _ - _ - / 38 Wood Furring Strips co N j I r r�i i / 60 34 � g 40 3/4 Plywood Sheath ing - - - - - Align _ - _ _ _ _ _ _ _ 2 Section-Exterior Sliding Door Sill 41 Concrete Column Footing,Refer to Structural 3"=1,_0„ N Int. 31/4" 42 Roof Wood Framing,Refer to Structural 21/2" # Int. Ext. 43 Roofing Membrane - - - - - 44 Roof Cavity Insulation,Sprayfoam,R-24.5 Int. 28 5 Section-Patio Stair 60 Align 28 45 Decomposed granite,Refer to Landscape I I O 3" 1'-0" 46 Roller Shade � = 15 14 13 D O 47 Gasket OR Sealant 15 14 19 60 59 I 59 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier 12 Plan Detail-Outside Corner Window - _ - - - F.F.Level 01 0 - - 59 - - - F.F.Level 01 0 �� F.F.Level 01 0'-0" T 0'-0" 0'-0" Between Foundation Wall and Untreated Wood 49 r SoundInsulation CL " IK 21/2" EO EO 21/ verlapMembraneTrans ition - - - I ` I I 51 Asphalt Shingle Roofing System �73 - - 47 19R.O. Ext.t• `� I I 52 Ice and Water Shield 3 CL r I 47 I I ED I I _ 53 Continuous Formed Metal Cleat 54 T&G Wood Cladding,Painted Finish \ _ � 89 30 29 I I I ;, I I . . . . 50 9, I 1'-2" 02 I I 55 1/2"Cementitious Backer Board _ 23 O.':'' I I 56 Ridge Cap Shingles 57 Steel Column Structure,Refer to Struct N - -- — b � . i I .I 7 I 58 Spray-foam Insulation,R-14 ' I i 59 Elevated Wood Decking N I I I 1 .1 .I I '- 30 60 Wood Trim ^ I I { to I I 20 61 5/8"Thick GWB Panel,Painted;Refer to Finish M I 123 I t : : : : : :'` 23 Schedule r` 27 60 r - - ;-`-�-_ Grade 04 34 45 _; 62 Tile Wall;Refer to Finish Schedule 63 Tile Floor-Refer to Finish Schedule Grade 64 Concrete Floor,Refer to Finish Schedule 23 65 Painted Ceiling,Refer to Finish Shedule i 4 ����� i i i , ��/��/�� 66 Base 1,Refer to Finish Schedule I\r j 47 i 06 OO �\�j�\� 09 67 Base 2,Refer to Finish Schedule c1d60 -68 Exterior 3 Coat Stucco System 69 Blackened Metal Fireplace Hearth 29 - - - - - IX 70 Thinset Mortar on Waterproofing Membrane 71 1/2"Plywood p 9 Ext. I Int. 72 Cast in Place Concrete Stair 73 Stone with Undermount Sink 11 Plan Detail-Outside Corner Sliding Door/Window 8 Plan Detail-Intermediate Mullion 7 Plan Detail-Gliding Door/Window Mullion 4 Plan Detail-Main Entry Door 1 Plan Detail-Exterior Double Sliding Door 74 Stone Countertop 3"=1'-0" 3"=1'-0" 3"=1'-0" 3"=1'-0" 3"=T-0" 75 Wood Stair,Tread and Riser with Handrail 76 Metal Guardrail/Handrail Ext. ! Int. 77 Medicine Cabinet 78 Shower Glass Partition and Door 24 lign � � 21/2" � 2� 21/2" Int. 21/2" Int. 79 Freestanding Gas Fireplace O / / 60 i I I 60 I 80 Custom Millwork,See Millwork Sheets 81 Painted Wood Trim,See Detail 07/A410 y Contractor ' j� 82 Painted Shelf,b - - - - - - - - - - - - - - - - - - - - - - - - �j; j ' % 83 Gravel Ground Cover N -- / % 84 Stone Curb / Int. Int. j L __ _ j Alin Align / 85 FFE,Not in Contract 24 60 g 86 Mirror co 33 Downspout Coping 89 Downs out :. 32 - ' 30 Seal&Signature: (V - -- -- - — -- — - N ED ARC 19 (Below) 29 29 19 (Below) 28 19 29 29 32 30 28 30 32 27 24 32 30 21 2" 21/2" --,� Ext. Ext. (Below) Ext. � � 1 - 7" R.O.See Plan 21/2" Ext. Ext. <1- -� 7 3/4" I R.O. R.O. L L L ,�,_ _ NL X X 7 034555 pQ' �OF IN GDP 1220 Ninth Street Exterior Details 3"=1'-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 A411 10 Plan Detail-Basement Window Jamb 7 Section-Basement Stair Wall Cap 5 Section-Exterior Wall at Light Well Window 3 Section-Exterior Wall at Light Well Revisions 3^=T_0^ 3"=1'-0" 111/2" 3"=1'-0" 5/8" 3"=1'-0" 5/8"—�- 51/2" 1/2" No. Issue Date 31/4 1 51/2" 1/2" 01 Building Permit Submission 03/17/2023 t. Slope 87 02 Building Permit Revision 04/08/2024 29 68� - CY) N 17 33 Int. 24 Fact. !2 17 33 24 Ext. --- __-_ --_ Notes t 01 CIP Concrete Footing,Refer to Structural i t I 27 27 02 CIP Concrete Foundation Wall,Refer to Structural 32 i, i i I 22 22 32 03 Concrete Grout,Slope to Drain / t i I•_ 26 04 Drainage Medium F.F.Level 001 - F.F.Level 01 05 Geotextile Fabric t i t _ -- - - - ----- - - -- - -- ------ - 0'-0" 19 19 Drainage M Fabric 6 Dra at With Filter F - I ystem / F.F.Level 01 \ 08 Below Grade Insulation,XPS 07 Found Ion Dra nag I. 0 31 � 31 i• O, 0" i d - � r - - 09 Below Grade Waterproofing Membrane 47 . . . . I i .. . .,. . . . � d i i . . .:.: j M 10 Slab-on-grade,Refer to Structural LO 11 Sfab-on-grade Perimeter Waterstop 12 Compressible Joint Filler 48 13 Sealant 14 3/4"Plywood Subfloor 60 17 I ------- Int. I I _ t t i t t a 15 Floor Finish,Refer to Finish Schedule 21/2" 16 Wood Blocking EI .10" . iI I I .I i i I• 27 i i t � 27 17 Interior Finish,Refer to Finish Schedule 18 Galy.Steel Furring Strip,w/Weep Holes i i I 19 SS Flashing&Drip Edge 9 Section-Basement'Door 3"-1,-0^ i.-00 1ii t � 9 P 9 33 23 23 `�` .; I 20 Exterior Wall Base Trim(Azek or Sim.) ." ><X Int. 27 Ext. 6 Section-Lightwell Wall 1111/2" 21 2x4 PT Sill Plate 11/2" 3"=1'-0" 22 2x6 PT Wood Sill Plate Slope 87 '� I • 23 Wood Beam/Joist Structure,Refer to Structural I313 _ 3g 21 I - 24 1/2"PI ood Sheathin 68 r � , . y�'� 9 T.O.Conc.- I, 25 2x4 Wood Framing v iv 47 N I 26 2x6 Wood Framing 1° 60 Grade ( 27 Weather Resistive Barrier { I :. I: •-:, i 28 Glass Door System,Refer to Schedule - - - - - - - - - — � i I• 46 I - I•- 29 Window System,Referto Schedule 19 R.O. t i r 60 \\ - 19 - - - R.O. I . 30 Vertical Battens Cement 31 Fiber Ce nt Trim Board i i r 32 Fiber Cement Siding Panels I I , I i I • 68 - , 29 - _ - 33 Cavity Insulation,Mineral Wool Batt,R-13 Int. Ext. I'• 34 Wood Column Structure,Refer to Structural 35 Formed Metal Gutter,Painted Finish t 36 Ceiling Finish,Refer to Finish Schedule • 4 Section-Basement Window Sill 2 Section-Exterior Wall at Light Well Grade 37 1/2"x 11T Reveal Reglet I I ;-10" : ; : I' 3"=1'-0" 3"=1'-0" 38 Wood Furring Strips ' r _ 39 2x12 Wood Framing r 68 40 3/4"Plywood Sheathing I; Int. Ext. I 41 Concrete Column Footing,Refer to Structural i. I - 29 27 42 Roof Wood Framing,Refer to Structural 28 43 Roofing Membrane I R.O. I 44 Roof Cavity Insulation,Sprayfoam,R-24.5 Ii N 60 J - 19 - - - - - - 45 Decomposed granite,Refer to Landscape I ~ N 46 Roller Shade ,.-/I �. 24 13 - _ F.F.Basement 19 - 1112" "=_ 47 Gasket OR Sealant 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier I 22 27 17 19 p 19 i i Between Foundation Wall and Untreated Wood i 49 Sound Attenuation Insulation 13 I 13 20 t i 20 t t t 50 Overlap At Membrane Transition 20 20 t I I t . . 51 Asphalt Shingle Roofing System t 12 i. i . . " i i 27 Slope 1/4 t i I 52 Ice and Water Shield 10 i 11 i .i per Foot Grade t i i Grade _ Grade 53 Continuous Formed Metal Cleat 54 T&G Wood Cladding,Painted Finish \ \ 55 1/2"Cementitious Backer Board 04 04 \ / I 5 Shingles\ 6 Ridge Ca n es 02 1 O / S 9 P 9 O 4 t . . 06 O 57 Steel Column Structure,Refer to Struct O I I 06 \ \ /. 5 Spray-foam Insulation,R- 4 08 \/ 8 Sp ay am o , 1 09 / / I \ 59 Elevated Wood Decking 17 \\\ I / 02 09 08 09 / 60 Wood Trim / \ 02 04 I I / � • , , \ \ \. 61 5/8 Thick GWB Panel,Painted;Refer to Finish Schedule 62 Tile Wall;Refer to Finish Schedule 63 Tile Floor-Refer to Finish Schedule 8 Plan Detail-Basement Exterior Door 1 Plan Detail-Basement Exterior Wall&Window Jamb 64 Concrete Floor,Refer to Finish Schedule 3"=1'-0" 3"=1'-0" 65 Painted Ceiling,Refer to Finish Shedule I Stair 66 Base 1,Refer to Finish Schedule r Adjoining I i i I 67 Base 2,Refer to Finish Schedule I I 31/4" R.O.See Plan R.O. Wall t t I 21/2" 21/2" Int. 68 Exterior 3-Coat Stucco System r I Alin I (Above) I i Align i 69 Blackened Metal Fireplace Hearth 9 r i g i l 70 Thinset Mortar on Waterproofing Membrane Ext. 60 W/ // 1771 1/2"Plywood Align 72 Cast in Place Concrete Stair - n rmount Sink _ - - Stone with Und _ _ / ,l / j � � j 74 Stone Countertop / - j 75 Wood Stair,Tread and Riser with Handrail 76 Metal Guardrail/Handraile a Q Align 77 Medicine Cabinet ,_,:: I 78 Shower Glass Partition and Door / i / / 79 Freestanding Gas Fireplace i 57 t / / / 02 . . . . 9 p 80 Custom Millwork,See Millwork Sheets 81 Painted Wood Trim,See Detail 07/A410 33 82 Painted Shelf,by Contractor 26 83 Gravel Ground Cover j 33 j / + I i 84 Stone Curb M 09 85 FFE,Not in Contract ----- - - --- - . . Mirror ' , . -- ---- - - 87 Stone Coping - - - - - - - - - - / � •/- - N - - - - � ;i.. � - - - - - - - -_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 89 Downspout - - - - - - - -. // -r_ Adjoining % � 31 M I 32 31 I 29 31 Wall / - - 0 06 21/2" 21/2" I 21/2" I (Above) Ext. Seal&Signature: Int. Align 60 I I I I 1 04 '��p►ED ARG I I I 6s -1 DeP4'S, 5" 11 1/4"� R.O.-See Plan 8 3/4" R.O.-See Plan 8 5/8" 034586 �pQ FOF NEB GDP 1220 Ninth Street Exterior Details 3"=1'-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 212.634.9384 A412 Revisions No. Issue Date 01 Building Permit Submission 03/17/2023 02 Building Permit Revision 04/08/2024 Notes 01 CIP Concrete Footing,Refer to Structural 02 CIP Concrete Foundation Wall,Refer to Structural 03 Concrete Grout,Slope to Drain 04 Drainage Medium 05 Geotextile Fabric 06 Drainage Mat With Filter Fabric 07 Foundation Drainage System 08 Below Grade Insulation,XPS 09 Below Grade Waterproofing Membrane 10 Slab-on-grade,Refer to Structural 11 Slab-on-grade Perimeter Waterstop 12 Compressible Joint Filler 13 Sealant 14 3/4"Plywood Subfloor 15 Floor Finish,Refer to Finish Schedule 16 Wood Blocking 17 Interior Finish,Refer to Finish Schedule 18 Galy.Steel Furring Strip,w/Weep Holes 19 SS Flashing&Drip Edge 20 Exterior Wall Base Trim(Azek or Sim.) 21 2x4 PT Sill Plate 22 2x6 PT Wood Sill Plate 23 Wood Beam/Joist Structure,Refer to Structural 24 1/2"Plywood Sheathing 25 2x4 Wood Framing 26 2x6 Wood Framing 27 Weather Resistive Barrier 28 Glass Door System,Refer to Schedule 29 Window System,Refer to Schedule 30 Vertical Battens 31 Fiber Cement Trim Board 32 Fiber Cement Siding Panels 33 Cavity Insulation,Mineral Wool Batt,R-13 34 Wood Column Structure,Refer to Structural 35 Formed Metal Gutter,Painted Finish 36 Ceiling Finish,Refer to Finish Schedule 37 1/2"x 1/2"Reveal Reglet 38 Wood Furring Strips 39 2x12 Wood Framing 40 3/4"Plywood Sheathing 41 Concrete Column Footing,Refer to Structural 42 Roof Wood Framing,Refer to Structural 43 Roofing Membrane 44 Roof Cavity Insulation,Sprayfoam,R-24.5 45 Decomposed granite,Refer to Landscape 46 Roller Shade 47 Gasket OR Sealant 48 Provide 1/2"Space or 30-lb Felt Moisture Barrier Between Foundation Wall and Untreated Wood 49 Sound Attenuation Insulation 50 Overlap At Membrane Transition 51 Asphalt Shingle Roofing System 52 Ice and Water Shield 53 Continuous Formed Metal Cleat 54 T&G Wood Cladding,Painted Finish 55 1/2"Cementitious Backer Board 56 Ridge Cap Shingles 57 Steel Column Structure,Refer to Struct 58 Spray-foam Insulation,R-14 1 Section-Canopy 59 Elevated Wood Decking 3"=1'-0" 60 Wood Trim 61 5/8"ThickGWB Panel,Painted;Refer to Finish 30 Schedule 32 62 Tile Wall;Refer to Finish Schedule 63 Tile Floor-Refer to Finish Schedule 43 27 64 Concrete Floor,Refer to Finish Schedule 65 Painted Ceiling,Refer to Finish Shedule 66 Basel,Refer to Finish Schedule 31 N 67 Base 2,Refer to Finish Schedule N 6$ Exterior 3-Coat Stucco System 43 52 43 Slope 1/4"per Foot 52 19 69 Blackened Metal Fireplace Hearth I `' `• 19 Thin set Mor tar o n WaterproofingMe mbrane T.O.Framing 71 1/2"Plywoo19 72 Cast in Place Concrete Stair36 54 73 Stone with Undermount Sink ih Gutter 74 Stone Countertop 16 23 Q 75 Wood Stair Tread and Riser with Handrail - - - =- ---- - -- — — 76 Metal Guardrail/Handrail I / / 77 Medicine Cabinet / 78 Shower Glass Partition and Door 79 Freestanding Gas Fireplace I I f 80 Custom Millwork,See Millwork Sheets I I j I I / 81 Painted Wood Trim,See Detail 07/A410 I i / 82 Painted Shelf,by Contractor / 0 83 Gravel Ground Cover 84 Stone Curb I 23 85 FFE,Not in Contract 86 Mirror i 87 Stone Coping 31 R.O. (Beyond) 8'-61/2" 54 19 89 Downspout 19 I i Seal&Signature: 32 d p�ED AR De P O,SV ,n n q/8� 51/2" � 5'-1" - 034585 OQ� TF OF NEB GDP 1220 Ninth Street Exterior Details 3"=1'-0" 370 Lexington Ave#407 Greenport,NY 04/08/2024 New York,NY 10017 A413 212.634.9384 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 ALL RULES AND REGULATIONS. AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR ARCHITECT OR ENGINEER. MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE INSTITUTE. i L nd,-0 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW GRAIN, 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. TEE 2. COMPOSITE FORMED STEEL FLOOR DECK TO BE 2" DEEP 20 GAGE UNCOATED ° 1 c�*�.b; YORK STATE BUILDING CODE 20;Z0. 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 20.6.1 STEEL THICKNESS =0 EE), GALVANIZED ( COATING), UNITED STEEL DECK e�. E n g i n e e r i n q 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 TYPE LOK-FLOOR, COMPOSITE FLOOR DECK AS MANUFACTURED STEEL CANAM 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE STEEL CORPORATION,OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. 158 County Rd. 39, Suite 10 PRESSURES SPECIFIED IN SECTION 1609. A. FORMED WALL 2"BACKFILL SIDE.3/4"FRONT SIDE BEAD ALONG THE MEMBER LENGTH. Southampton, N.Y.11968 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING B. FOOTING 3" 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 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 THICKNESS E 0. ROOF ), GALVANIZED (G60 COATING)., WIDE RIB, UNITED STEEL Info@: (631) 59-39ews.com LOADS: D. STRUCTURAL SLABS 3/4" SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING BACKING FOR SPECIFIED PANEL EDGE NAILING. DECK "B" DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, Certificate No.: 0019523 A. FLOOR LIVE LOAD: 40 PSF 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. 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 , LAMINATED PR " " B. ROOF LOADS: LAMINATED VENEER LUMBER, A 3-SPAN CONDITION END CLOSURES ROOF SUMPS CLOSURES AT REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE OF 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 ,�� wy OCCUPANCY CATEGORY II SOCIETY STANDARD D1.4-79; BARS SHALL CONFORM TO ASTM A706. LUMBER NOTES: INSTALLATION ARE REQUIRED. ENRy 0 GROUND SNOW LOAD,Pg 20 PSF ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL 0�' O EXPOSURE FACTOR,Ce 1.0 CONCRETE NOTES CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING = P 1. LAMINATED VENEER LUMBER (LVL) SHALL BE "MICRO-LAM" AS STEEL WITH 5/8" DIAMETER PUDDLE WELDS AT 12" ON CENTER, UNLESS �' M 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 20 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED GEORGIA PACIFIC CORPORATION OR"GANG-LAM" AS MANUFACTURED BY THE #10 SELF TAPPING SCREWS OR WELDED WITH 1 1/2 LONG WELDS AT A F 0 1 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 MAXIMUM SPACING OF 3'-0" ON CENTER UNLESS OTHERWISE NOTED. IN LIEU �'°R 9720 FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH �FESSION 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 WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE USAGE 28 DAY MAX AGG. STRUCTURAL LUMBER (LSL) SHALL BE "TIMBERSTRAND" AS MANUFACTURED CAPACITY AS THE SPECIFIED PUDDLE WELDS,MAY BE USED. FASTENERS SHALL BY WEYERHAEUSER STRENGTH(PSI) SIZE REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS . WITH ASCE 7,SECTION 6.5,METHOD 2 ANALYTICAL PROCEDURE UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. BE MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING OCCUPANCY CATEGORY I1 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 IMPORTANCE FACTOR,Iw 1.0 C. PIERS 4000 S.C. l" SLABS UNLESS OTHERWISE NOTED. 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<_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 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 3'-0"OF BUILDING WALL CORNERS): SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE DRAWINGS OR NOT UNLESS OTHERWISE NOTED. 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 CI 50. 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 C150. 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 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN BEL BELOW RJ ROOF JOIST O 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 DOUCLAS 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 -� 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 BRCG BRACING SHTHG SHEATHING w 7. THE METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE A. RAMPS AND SLOPING SURFACES -3"MAXIMUM WATER SHORELINE SHALL BE STAINLESS STEEL. STRUCTURAL STEEL BRG BEARING SIM SIMILAR D RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR B. FOUNDATION CONCRETE -3"TO 6" BS BOTH SIDES SOG SLAB ON GRADE �.._ SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE C. ALL OTHER CONCRETE -3"TO 5" 4. WOOD SILLS TO BE(1) 2" x 6" A.C.Q. LUMBER WITH 1/2" 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-O" O.C. AND F-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 PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 301. CANT CANTILEVER STIF STIFFENER 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 __.I 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 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) 1" x 3" OR 18 GA CROSS BRIDGING&NOT C. STRUCTURAL STEEL TUBING,RECTANGULAR COL COLUMN TOC TOP OF CONCRETE w INDICATED. OPENINGS IN SLA13S 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 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 z z OR OPENINGS IN STRUCTURAL, MEMBERS SHALL BE SUBMITTED TO THE VERIFICATION. NOTED. F. WELDING ELECTRODE: ASTM E70XX,LOW HYDROGEN DET DETAIL TYP TYPICAL l'- 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 d AND VERIFICATION. FRAME CONNECTIONS. FLG FLANGE It12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS FRMG FRAMING It 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 0, 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 W � 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-O" 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 W THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS DOUBLE KING STUD AND A DOUBLE SILL PLATE. GR GRADE 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 CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL 14. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD HGR HANGER w f- 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 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 I _ O 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 z 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 _ LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. PLACED AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE JST JOIST z z 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 _ W REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE STIFFENERS. KSF KIP PER SQUARE FOOT U O W 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 N �/ 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 0 N n DRAWINGS. ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING LLH LONG LEG HORIZONTAL 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 d 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 Revisions WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL MIN MINIMUM WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS DOUGLA 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 FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK,HE SHALL ASSUME ALL CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. FB(BASE))=850 PSI AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. NWC NORMAL WEIGHT CONCRETE 1 10/26/23 FOR PERMIT RESPONSIBILITY AND LIABILITY THEREFROM. FV E(BASE)) 1,600 PSI PSI OC ON CENTER 2 04/03/24 FOR CONS 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED P/C PRECAST 3 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REINFORCING STEEL 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL PAF POWDER ACTUATED FASTENER 4 CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL 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 IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. PL PLATE 5 -4-/_- 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 9. SUBMIT SHOP DRAWINGS, ERECTION PLANS, WORK PROCEDURES, AND PLWD PLYWOOD 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 QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. PSF 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. POUNDS PER SQUARE FOOT 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 ( LOCATIONS: CANTILEVERED MEMBERS EACH SIDE), MEMBERS NOTED M.C., AT Date: b' s' ' s•`'+a'fi'4A4 4 } 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 e: 10/26/2023 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 Scale: AS NOTED 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 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-O"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. 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD "OSB" SHALL NOTED;KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. zs �000 INDICATED. ( )� 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-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# PROVIDE 20"OF CRUSHED STONE BELOW FOOTINGS AT STAIRWELL 4 s s-zoo Der ��I Fc"r i'C) RUN -� -+ Engineering 158 County Rd. 39, Suite 10 S.F. Southampton, N.Y.11968 LL� Office: (631)259-3959 Info@DiLandroAndrews.com I ' S-200 Certificate No.: 0019523 IProfessional Seal I pF NEw1 I I I NERY 0 N p� 0 I l � * m oc I FAA 49720'1 ( I Vol 4 �^ S-200 I I IWELL COMPACTED FILL 95%MODIFIED SEE W DWGS FOR TOP OF 4 PROCTOR DENSITY,NO FINES OR WALL AND SHELF ELEVATIONS ORGANICS BELOW SONOTUBES,TYP. WELL COMPACTED FILL 95%MODIFIED S-200 �— �— PROCTOR DENSITY,NO FINES OR I I ( 1 ( 1 ORGANICS BELOW SONOTUBES,TYP. I I I I ; S-200 I I I I I I NEW 5"SLAB ON GRADE W/ ( J I BP-3 WWF 4X4 W-2.OxW-2.0, I BP_1 OVER 1OMIL VAPOR BARRIER I z SEE'A' DWGS I ' II 4 -- UNEXCAVATED OR WELL S-200 COMPACTED FILL 95%MODIFIED z IPROCTOR DENSITY, NO FINES OR 4 ORGANICS S-200 ( W I I I ° I I 4 I II — S-200 I F2.5 F3.0 F2.5 F2.5 F2.5 I I BP-2 BP-2 r (� BP-2 BP-2 BP I I O I O I O O O I J_j5I S-200 I LEGEND 4 s-2oo ( W OPENING FOR LIGHTWELL, z I I SEE'A' DWGS INDICATES FOUNDATION WALL. 4000 I BP-1 _ — J PSI COMPRESSIVE STRENGTH MIN. U)--- I Of / - INDICATES FOUNDATION WALL SHELF, — --- — — —J SEE DETAILS FOR SIZE z M 8"WALL BELOW I I z BP-3 BP-1 wlNDows s-2oo s-2oo INDICATES TOP OF SLAB ELEVATION I- 0 W L— —_-1 FROM DATUM ELEVATION w N W WECr \ I LL COMPACTED FILL 95%MODIFIED 4 O N I 1 1 S 4 ( 1 I PROCTOR DENSITY, NO FINES OR I ( ® ( © 0 � ® I ORGANICS BELOW SONOTUBES,TYP. / f [-X'-Xx"l - INDICATES BOTTOM OF FOOTING I I EL. FROM DATUM I WELL COMPACTED FILL 95%MODIFIED PROCTOR DENSITY, NO FINES OR Revisions 4 I I ORGANICS BELOW SONOTUBES,TYP. C ::1 - INDICATES CONTINUOUS/ISOLATED S-200 No. Date Description FOOTING, 4000 PSI COMPRESSIVE 1 10/26/23 FOR PERMIT I STRENGTH MIN. 1 I I 1I2 04/03/24 FOR CONS 3 44-- ----( Q INDICATES 12 SONOTUBE w/ BF 28 4 I / PROVIDE DRAINAGE BIG FOOT FOOTING, 4000 PSI 5 __/__/__ ___ HOLES IN FOOTING COMPRESSIVE STRENGTH MIN. 4 I : fl , s-2oo I ( BP# - INDICATES BASEPLATE TYPE. SEE Designed B y : NM II �� DETAIL 1/S-400 1 Drawn B NM( l J I 1 y -S.F. - FOOTING.INDICATES STEPPED Checked By AA t— �- SEE DETAIL 6/S-301 NOTES: Date : 10/26/2023 1. SLAB ON GRADE INDICATES CONCRETE SLAB W/WWF Scale: AS NOTED FOUNDATION PLAN 4X4 W-2.OxW-2.0, OVER 1OMIL VAPOR BARRIER. SCALE: 1/4"= V-0" 2. DATUM 0'-0" IS SET TO TOP OF FIRST FLOOR SUB FLOOR. S � i 00 Sheet# I I I I - - - - - - - - - - - - - - - - - - -� I I I _ UP — I NOTES: EJpn g i ne`e'er i n g ❑ 2 _ !4 11' I — I 1. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND(3)-2X POST FOR 2x4 WALLS. 158 County Rd. 39, Suite 10 J I Southampton, N.Y.11968 3 tiHi I I 2 SIMPSONDACE MOUNT HANGERS EDME CONNECTIONS NOT BO FIT CONNECTINGEARING TYPICAL OMEMBEIRS.SARE TO HAVE A IOn o@DiLand oA drrews.com Certificate No.: 0019523 S-300 z 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND x M xLOW I I BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. Professional Seal ®_ 2 2x8 PT � N T I 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE.2 1 3/4x 117/8 LVL ) I ��OF New Y ,B-°z 5. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. NRY 0�Q, NE I I I I � I I 0� "o m cc (L I � � I I Fo os72o� N m I N I (2)2x8 LEDGER R ONP� i I FRAMING LEGEND 00 Storage 2xE PT I BEAMS 1 HEADERS AT 1 imox. (2)2x4 PT MOMENT CONNECTION VALUE a I I � ® I (FT-KIPS) v N m I I N BEAM MATERIAL (2)2x8 PT NJ BEAM SIZE 1 I 2x4 PT a AT 1 "o.c. i x N (2) 1 3/4x 11 7/8 LVL N N 3700 2B-01 11 7 8 �A 560 I BEAM END REACTIO� AT 1 "o.c. N I 2x PT (LBS-WOOD) MOMENT I 5 I AT 1 "o.c. (2)2x4 PT (KIPS-STEEL) CONNECTION n. BEAM NUMBER COLUMN a 5 S-301 � OVER BEAM , N �x 00 X . S-301 I N I N I (2)2x8 LEDGER (2)2x8 LEDGER I JOIST / RAFTERS Q 1 (2)2x8 PT ® SPAN DIRECTION rf I RAFTER PITCH DIRECTION� o FXRAM NGOF ^, U O + o N" +� �.�+ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N O co F- �—FT JOIST/RAFTER/3 LI.. TYPE. &SPACING � � U I J(2 1 3/4x 11 718 3 > -_ J C 'X; Storage I COLUMN / POST w co > J cam- N S-300 m °�° _--_--- ti z I -INDICATES STEEL COLUMN BELOW E- �'1' Cl) Basement x __ _ _ m x _ — �, 2200 (2) 1 3/4x 11 7/8 LVL I G -INDICATES STEEL COLUMN ABOVE/BELOW co nDen Cl) ,803 I J G� 11 7 8 TJI 560 N N 3 G -INDICATES STEEL COLUMN ABOVE I AT 1 "o.c. o 0 4 Guest Bed 3 S-300 OPEN I [3 -INDICATES COLUMN BELOW I G Q G I ® -INDICATES COLUMN ABOVE/BELOW 08 S a g e J r 11 7 8 560 0 .4) Guest Bat ❑ -INDICATES COLUMN ABOVE AT 1 o.c. I I I- •>-' J I ALL WOOD POSTS TO BE(2)-2X MINIMUM �- > I T I +u J I ALL STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. VJ 00 r I I i m V- i WALL W �- I M N II co M01�_ Z W-32 �- -31 N (2)2x8 LEDG v . 60 — — — — — — — — — — 6Qa—_ _ - ❑ INDICATES LOAD BEARING WALL ABOVE O I -• ,a. -INDICATES SHEAR WALL Z 0- I 00 ? Guest Bed 2 j — — — — — — — — — � N —X 00 N Lightwell I N a N I HEADER SCHEDULE W o W W-34 / ® (2)2x8 PT ���nn ® (2)2x8 PT ( I I H-1 -INDICATES HEADER TO BE(2)-1 3/4x7 1/4"LVL a V I I 009 Storage I I H-2 -INDICATES HEADER TO BE(2)-1 3/4x9 1/4"LVL H-3 -INDICATES HEADER TO BE(2)- 1 3/4xl 1 7/8"LVL00 Revisions N 5% I No. Date Description S-301 1 10/26/23 FOR PERMIT 2 04/03/24 FOR CONS ® o 2x PT I (2)2x8 LEDGER O 2x8 PT ®AT 1 "o.c. e s t Bath I --/-/-- I 5 a I (2)2 8 LEDGE I a I --/--/-- -- x I 2x PT ;° N I AT 1 "o.c. N Designed By : NM I Drawn By : NM ® (2)2x8 PT I - - - (2)2x8 PT ® I Checked By : AA Date : 10/26/2023 I I I I Scale: AS NOTED FIRST FLOOR FRAMING PLAN S _ i SCALE: 1/4"= V-0" Sheet# I I I NOTES: 1. &SW-X-INDICATES SHEARWALL. SEE DETAIL SHEET S-300 FOR SCHEDULE. rn.. I U1�tICO DNPROVIDE z"THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TOHD BE 10d NAILS AT 6"o.c. SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH E n g i n e e r i n g W- SHEARWALL AND INSTALLED PER TYPICAL DETAILS. I ( 158 County Rd. 39, Suite 10 HD '� Southampton, N.Y.11968 2. HD -INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOEDOWN. SEE DETAIL Office: (631)259-3959 SHEET S-300 FOR SCHEDULE. Info@DiLandroAndrews.com 1 1 h o w e r 3. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND(3)-2X POST FOR 2x4 WALLS. Certificate No.: 0019523 `\ �' 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A uJ Professional Seal r*- I SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. 112 P ri m ry Q ed + z 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND ��oF NEW ,_ I BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. Q- NENRy O,A a l- I i 0 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. O yF ' 0s r m cc Iw 7. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. Fpp �()7201 m R�FES S10NP a FRAMING LEGEND Z O BEAMS / HEADERS � t w C/) I MOMENT CONNECTION VALUE (FT-KIPS) FN l BEAM MATERIAL /01N M BEAM SIZE I I -300 I HD i (2) 1 3/4x 11 7/8 LVL f �3700 2B-01 BEAM END REACTION 5 114 D e n I (LBS-WOOD) L MOMENT _ 1 0 Ent n Ce (KIPS-STEEL) CONNECTION I BEAM NUMBER COLUMN OVER BEAM I I Z Q I JOIST / RAFTERS S-400 I �n SPAN DIRECTION V I � I _ --- — — — — — — — — — — — — — — — Z RAFTER PITCH � EXTENTS OF DIRECTION� d FRAMING d CC + h SW-1 N --� - -5 - HD--- -- - -- -- -- - ---- - -- -- -- --- - - - - - - ---- - - - S-400 ( Ir _ --- 108 H a -JOIST/RAFTER LL n HD TYPE. &SPACING �J LL 0 102 dining Area - F I O I 0 Gues dth ' COLUMN / POST w ti v _j O �,F DN Neo ~ -INDICATES STEEL COLUMN BELOW F- �.. SE� v- - Iwo Q ti -INDICATES STEEL COLUMN ABOVE/BELOW 3 3 2 000S-300 -INDICATES STEEL COLUMN ABOVE X 2x12?�tA1LER x °° o 2x12 NAILER 1 g a eS t Bed I ® -INDICATES COLUMN BELOW 106 M u room ® -INDICATES COLUMN ABOVE/BELOW •u o ! �) o T ❑ -INDICATES COLUMN ABOVE ALL WOOD POSTS TO BE(2)-2X MINIMUM d- o.0 . I ALL STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. r M — N C +; i 2 X 105 Hall 2 --- — — -: WALL Z 2 _4 S-300 M ' I" IS-400 INDICATES LOAD BEARING WALL BELOW HD SW 1'(CONTIN000S ABOVE/BELOW p OP NING) t /ox11 7f8tVL HD -INDICATES SHEAR WALL Z 0- - \ s - �a oe� - - - - -T- - - - - - - - - - - Z 1104 '"itch en �, I;_ _:." HEADER SCHEDULE W N : ° - 20Z C„J - H-1 -INDICATES HEADER TO BE(2)-1 3/4x7 l/4" LVL v AT 1 o.c. � - - - ,� a 4 � I' I H-2 -INDICATES HEADER TO BE(2)-1 3/4x9 1/4"LVL I S-301 H-3 -INDICATES HEADER TO BE(2)-1 3/4x11 7/8"LVL Revisions No. Date Description 2x1 0 RR �-I 2x10 RR 1 10/26/23 FOR PERMIT a AT 1 "o.c. AT 1 "o.c. I 2 04/03/24 FOR CONS 3 --/-/-- ---- 4 -/--/-- --- 5 --/--/-- ---- I Designed B : y NM 0 Drawn By : NM Checked By : AA M. HD L HD i Date: 10/26/2023 Scale: AS NOTED CANTILEVER �d CANTILEVER N �-' . H CP Q 3 1 3/4x 11 7/8 LVL 1600 ROOF FRAMING PLAN S � l 02 SCALE: 1/4"= V-0" Sheet# DIAMOND SAW CUT. IN AREAS WHERE 6" 6" LSTOP REINF. SHORT OF TYP. LAP TYP. LAP SLAB IS LEFT EXPOSED, (I.E. LEFT 10 JOINT AT EACH SIDE FIRST POUR SECOND POUR 56 BAR 0 SEE NOTE 1 SEE NOTE 1 01 UNCOVERED), FILL W/SPECIFIED 6" 6" (TYP-)JOINT FILLER IN ACCORDANCE W/ 4"PREMOLDED TONGUE 10 STOP REINF. SHORT OF MANUFACTURER'S INSTRUCTIONS _ AND GROOVE JOINT JOINT AT EACH SIDE �� CORNER BAR SIZE AND 1,7 r r'ro SPACING TO MATCHC"_ HORIZ. REINF. " Engineering Q 0„ OPENING Q„ Typ. 158 County Rd. 39, Suite 10 m° Southampton, N.Y.11968 n Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 NOTE: CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING SEE SLAB PLAN FOR CONTROL THE SAW CUT IS TO BE PERFORMED OPERATIONS ARE TO BE INTERRUPTED. CONSTRUCTION JOINTS JOINT LOCATIONS NOTED"CT UP TO 12 HOURS AFTER THE CONC. MAY ONLY BE USED AT LOCATION SPECIFIED FOR CONTROL AT CORNERS Professional Seal IS POURED, REFER TO ACI 301. JOINTS, SEE SLAB PLAN AND DETAIL. AT INTERSECTIONS DIAGONAL BARS Second Pour First Pour <1_ OF NEtvyO TYPICAL CONTROL JOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL (2)-BARS @ EACH FACE OF (2)#5 BARS AT EACH �,P LAP - �Q' NENRy .p FACE OF WALL/T&B OFX. 3,4O� O WALL/T&B OF SLAB. FOR SEE NOTE 1 PROVIDE 1"V GROOVE ON EXPOSED SEE NOTE AND 7 WRAP W.W.F.AROUND CONT.#4 SIZE, SEE NOTE 1 (TYP.) SLAB z NOSING BAR, EDGE W/-'"RADIUS TOOL FACE OF WALL AT JOINT. SEE NOTE 7 9 m � LU VAPOR RETARDER, SEE PLAN FOR g 4 CONSTRUCTION JOINT, 6" 6" LAP EDGES 24"AND TAPE, a 1'-0" CENTER 2x4 KEY ON WALL 9720 OMIT AT EXTERIOR SLABS REINFORCEMENT w SEE PLAN FOR CHANGE NOTES: LSHRINKAGE CRACK FAA MIN IN ELEVATION 1.AT WALLS,ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL ROFESSIONP� REINFORCING.AT SLABS USE#5 BARS. F- 2. DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER,A SIMILAR DETAIL MAY BE USED AT 31 CIRCULAR OPENINGS 12"AND LARGER. - 3. COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. o . I PIER, IF REQUIRED ~ PROVIDE CONT. CHAIR AT REFER TO GEO TECH. 2 TYPICAL SLAB/WALL PENETRATION DETAIL CONSTRUCTION JOINT CONTROL JOINT T-0"O.C. MAX TO MAINTAIN REPORT OR 6"MIN. S-200 REINF.AT EL.SHOWN SCALE: N.T.S. NOTE: GRANULAR SUB-BASE NATURAL"CUT'GRADE OR 1. ALL BAR SPLICES SHALL BE CLASS"B"LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM COMPACTED SUB-GRADE 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR.WALLS SHALL NOT BE POURED IN CONTINUOUS LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. TYPICAL SLAB ON GRADE DETAIL-RESIDENTIAL STEPPED SLAB DETAIL 3. PROVIDE CONSTRUCTION/CONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAN. TYPICAL SLAB O N GRADE DETAIL 4 HORIZONTAL REINFORCING BARS 6"SHORT AT CONTROL JOINT, PROVIDE BEVEL JOINT 11OF CONTROL JOINTALL . BOTH SIDES. STOP ALTERNATING 1 FLOOR FRAMING,SEE PLAN FLOOR FRAMING, SEE PLAN `' • o S-200 SCALE: N.T.S. 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. 6. VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY. • J 7. PROVIDE CAULKING AT JOINT IF REQUIRED. SEE SPECIFICATIONS. • o 2X BLOCKING AT 16"o.c.AND a CONNECT P.T. PLATE TO FOUNDATION 3 CONCRETE WALL CONSTRUCTION DETAIL z AT ALL POST LOCATIONS WALL W/�'Ox12"LONG ANCHOR BOLTS S-200 SCALE: 3/4"= 1'-0" O 0'-4"TYP.TYP. AT T-0"o.c. z0 (2)-#5 CONT.TOP AND BOTTOM Q z a #5 BARS @12"o.c. HORIZONTAL AND VERTICAL #5 DOWEL AT WALL SPACING w/U-10"HOOK, F- 0 LAP 48 BAR DIAMETERS WITH VERTICAL BARS F- LL CENTER TOP OF WALL SECTION W 2x4 KEY LINE JOISTS PARALLEL TO WALL z SLAB ON GRADE, (2)CONTINUOUS#5 BARS COLUMN/PIER/OR GRADE SEE PLAN FOR REINFORCEMENT TOP AND BOTTOM BEAM FOOTING TO BE CENTERED ON � ® SEE STEM HORIZONTAL BARS IN SCHEDULE • x x x x SEE STEM VERTICAL BARS I I I COLUMN/PIER/OR GRADE IN SCHEDULE CD I I BEAM -, M U o 0 z � ( I I I PIER/COLUMN 2"PREFORMED EXPANSION MATERIAL 0 0 REINFORCEMENT IF REQ'D (3)-#5 CONT. BOTTOM OF FOOTING Cy) _ = I #5 HORIZONTAL AT 18"o.c. r' BOTM OF FOOTING 0'-6" 0'-10" 0'-6" a LU v-- z w FOOTING TOP SEE PLANUj ~O W I I I I REINFORCEMENT IF REQ'D, ry O SEE SCHEDULE FOUNDATION WALL AT SHELF DETAIL �" z 4 U) �- o —o o r o o 0 S-200 SCALE: 3/4"= 1'-0" _r_e J eL e e E— O z zz 0 W UFTG. BOTTOM REINF., 0-2"CLR. DOWEL TO MATCH VERTICAL 0 U W SEE SCHEDULE w W REINFORCEMENT AND SPACING w/ N ih 2X4 CONT. KEYWAY O N 0'-10"HOOK, LAP WITH VERTICAL Q rr nn BOTTOM OF FTG. EL., SEE TOP TRANSVERSE REINFORCEMENT 36"MIN. a V NOTES: SEE PLAN SLAB ON GRADE, SEE PLAN BARS AT BASE IN SCHEDULE SEE TOP HORIZONTAL BARS AT a FOR REINFORCEMENT 0 1. SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS POST, SEE FRAMING PLAN BASE IN SCHEDULE W x x x x x x x • Z 0 � Revisions ISOLATED FOOTING SCHEDULE g M o No. Date Description SIMPSON CPT66Z o " 1 10/26/23 FOR PERMIT BEARING CAPACITY OF SOIL= 2000 PSF POST BASE (2)-1/2'0 ANCHOR BOLTS ® • e e • • 2 04/03/24 FOR CONS ALLOWABLE SIZE REINFORCEMENT ADHESIVELY EMBEDDED 5"W/ CALLOUT I THICKNESS ADDITONAL INFO. °°° SIMPSON SETXP EPDXY F 3 --/-/-- --- AXIAL LOAD LENGTH WIDTH LENGTHWISE WIDTHWISE zo �— 4 --/--/- F-2.0 7.0 KIPS 2'-0" 2'-0" 1'-0" (3j-#5 (3}-#5 90d HOOK @END _ 12"0 SONOTUBE W - C B A 5 --/__/__ ---- F-2.5 11.5 KIPS 2'-6" 2'-6" 1'-0" (3)-#5 (3)-#5 90d HOOK @ END 0 "1" z W #5 DOWEL AT 18"o.c.W/ F-3.0 16.5 KIPS 3'-0" 3'-0" 1'-0" (3j-#5 (3}-#5 90d HOOK @END 0 0-10 HOOK SEE BOTTOM TRANSVERSE SEE BOTTOM HORIZONTAL w o CONT.#5 HORIZONTAL BARS AT BASE IN SCHEDULE BARS AT BASE IN SCHEDULE F-3.5 22.5 KIPS 3'-6" 3'-6" 1'-0" (3)-##5 (3)-#5 90d HOOK @ END p (3)-#5 DOWELS AT r, a (2)-TOP AND BOTTOM W/0'-8"HOOK Designed By : NM F-4.0 29.5 KIPS 4-0 4-0 1-3 (4)-#5 (4)-#5 90d HOOK @ END a I_ e 2x4 KEY RETAINING WALL SCHEDULE Drawn By : NM NOTE: 0 o #5 HORIZONTAL @ REINFORCEMENT Checked By : AA 1) ALLOWABLE AXIAL LOADS ASSUME COLUMN IS CONCENTRIC ON FOOTING - FOR OFFSET FOOTINGS FURTHER LL BF28"BIG FOOT 1 18"o.c. CALCULATIONS ARE REQUIRED. _Z FOOTING" o CALLOUT SIZE STEM BASE 2) MINIMUM BASEPLATE SIZE IS TO BE V-0"x1'-0"x3/4T 3)#5 BAR CONT. TOP BOTTOM BOTTOM OF FOOTING 0'-6" 0'-10" 0'-6" Wall A 2'-1" 10" 2'-1" #5 12" O.C. #5 12" O.C. #5 12" O.C. #S 12" O.C. #5 12" O.C. #5 12" O.C. Date 10/26/20 o A B C VERTICAL HORIZONTAL HORIZONTAL TRANSVERSE HORIZONTAL TRANSVERSE 23 EL. = SEE PLAN 1'-10" @ @ @ @ @ @ Scale: AS NOTED 5 TYPICAL ISOLATED FOOTING DETAIL s-200 SCALE: N.T.S. SONOTUBE FOOTING DETAIL 7 SLAB OVER WALL FOUNDATION DETAIL 6 S-200 SCALE: 3/4"= 1'-0" S-200 SCALE: 3/4"= 1'-0' TYPICAL RETAINING WALL DETAIL S �200 S-200 SCALE: 3/4"= 1'-0" Sheet# Z CONNECT ROOF BEAM'TO TOP OF POST W :5 ROOF BEAM, SEE PLAN (2)-SIMPSON MTS16 TWIST STRAPS, FOR SIZE AND LOCATION w ALTERNATE SIDES OF POST w FASTENER SCHEDULE FOR STRUCTURAL MEMBERS La ��r U) i �i8, c 9K�,.O J f e11 WOOD POST, SEE PLAN j DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACING OF FASTENERS = r '' =` KM Engineering FOR SIZE CONNECT TOPS ROOF FRAMING CONNECT ROOF POST TO J RAFTER TO TOP PLATE,TOE NAILED 3 8d PER RAFTER PO��T/STUD BLOCKING AND LOCATION RAFTERS ON � F� A BELOW W/CS16 OPPOSITE SIDE OF 158 County Rd. 39, Suite 10 M o 1/2"0 A307 THRU-BOLT COIL RAP W/WASHERS CEILING JOISTS TO PLATE,TOE NAILED Southampton, N.Y.11968 SO RIDGE W/SIMPSON `� 0'-6" 1'-4" (3)sd PER JOIST LSTA30 STRAP MULTIPLE MEMBERS, CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAP 1 Office: 63 O O SEE PLAN FOR SIZE& CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED (5)16d EACH LAP ( )25 9-3959 QUANTITY Info@DiLandroAndrews.com ROOF RAFTER AND ROOF COLLAR TIE TO RAFTER,FACE NAILED (3)8d PER TIE Z SHEATHING. SEE PLAN FOR BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END Certificate No.: 0019523 SIZE AND THICKNESS, RIM BOARD TO RAFTER,END NAILED RIDGE BEAM, SEE ;;� RESPECTIVELY,AND ARCH. 1*010 (2)16d EACH END ROOF RAFTERS TO RIDGE Professional Seal PLAN FOR SIZE I.; DWGS. FOR PITCH A 1/2"0 A307 THRU-BOLT W/ TOE NAIL 4 16d PER RAFTER i'' N WASHERS @ 16"O.C.W/ PER RAFTER BLOCKING TO MATCH )@ �OF New o (2EACH END FACE NAIL (3)16d Mp WOOD POST ABOVE WALL FRAMING �P� NENRy op CONNECT CRIPPLE TO TOP PLATE TO TOP PLATE,FACE NAILED 2 16d PER FOOT HEADER WITH SIMPSONT I TOP PLATES LAPS AT CORNERS AND INTERSECTIONS 4 16d EACH SIDE MTS30 TWIST STRAP <> 2x BLOCKING FACE NAILED 2a"o.c. °`� m cc BETWEEN RAFTERS MULTI-MEMBER CONNECTION DETAIL STUD STUD,FACE NAILED 16d 16"O.C.ALONG EDGES iL 4 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� 09724�I CONNECT HEADER/BEAM '�i S-300 A TO POST/JACK AND KING �/ CONNECT RAFTERS TO TOP SCALE: N.T.S. STUD TO SOLE PLATE,TOE NAILED 2 8d OR 2 16d PER FOOT OF WALL W/SIMPSON DOUBLE TOP PLATES END NAILED (2)16d 12"O.C. 9�FESSIONP� STUD W/SIMPSON STRONG-TIE DOUBLE TOP PLATES,MINIMUM 48-INCHES OFFSET OF END STRONG JOINTS,FACE NAIL IN LAPPED AREA (s)16d TIE HH HEADER HANGER HURRICANE STRAP SIMPSON STRONG TIE HHUS BUILT-UP HEADER TWO PIECES WITH 1/2"SPACER 16d 16" O ALONG H EDGE MODEL#H8(TYP.) FACEMOUNT HANGER FOR SIMPSON STRONGTIE IUS LVL GIRDER APPLICATION FACEMOUNT HANGER FOR CONTINUOUS HEADER TO STUD,TOE NAILED 4)8d 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 gd EACH END BLOCKING TO JOIST,TOE NAILED 2 8d EACH END LVL GIRDER SEE PLAN TJI JOIST SEE PLAN BLOCKING TO SILL OR TOP PLATE TOE NAILED 1 Od EACH BLOCK LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST SEE PLANS FOR HEADER JOIST ON LEDGER TO BEAM(TOE NAILED) 3 8d PER JOIST SIZE AND LOCATION BAND JOIST TO JOIST END NAILED (3)16d PER JOIST SEE PLAN FOR BAND JOIST TO SILL OR TOP PLATE OE 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 SCALE: 3/4"= 1'-0" S-300 SCALE: 3/4"= V-0" S-300 SCALE: N.T.S. WALL SHEATHING PANEL, SEE WALL SHEATHING PANEL, SEE SIMPSON HOLD SHEAR WALL END POST, SIMPSON HOLD DOWNS SCHEDULE SCHEDULE DOWNS AT ALL SEE SCHEDULE AT ALL SHEAR WALL END SHEAR WALL j POSTS, SEE SCHEDULE SHEATHING PANEL EDGE SHEATHING PANEL EDGE END POSTS, SEE NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN ° SCHEDULE ANCHOR HOLD DOWN Q "N'. SEE SCHEDULE "A'. SEE SCHEDULE SHEAR WALL END POST, TO THE TOP FLANGE SEE SCHEDULE OF STEEL BEAM W/ o W THREADED ROD Q CONT.TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE SIMPSON A34 FRAMING ANGLE !!nn MATCH FLOOR JOIST DEPTH CONT.TIMBERSTRAND TO I I V I MATCH FLOOR JOIST DEPTH THREADED ROD II z i CONNECTING I I SEE PLAN FOR JOIST SIZE AND SEE PLAN FOR JOIST SIZE AND HOLD DOWNS 11 CC NAIL BOTTOM AND SHEATHING SPACING SPACING THROUGH FLOOR 11 G TO BLOCKING PER NAILING NAIL BOTTOM AND SHEATHING 1 Q TO BLOCKING PER NAILING SEE SCHEDULE W PATTERN"B"SEE SCHEDULE SHEATHING PANEL EDGE PATTERN"B"SEE SCHEDULE SHEATHING PANEL EDGE NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN F "A"SEE SCHEDULE "A"SEE SCHEDULE o 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 AT FLOOR LEVELS AT STEEL BEAMS ALL SHEAR WALL END 2x BOT.AND FLOOR SHEATHING. ALL SHEAR WALL END 2x BOT.AND SHEATHING. POSTS, SEE SCHEDULE—,,"," NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE NAIL AND SHEATHING LVL ° BLOCKING PER NAILING o � BLOCKING PER NAILING �. A PATTERN"B"ON SCHEDULE PATTERN"B"ON SCHEDULE d. (2)-2x TOP (2)-2x TOP SOLID LVL SOLID LVL I,,,,_ � LVL BLOCKING BLOCKING LVL BLOCKING BLOCKING BETWEEN I-JOISTS BETWEEN I-JOISTS W r W THREADED ROD CONNECTING HOLD THREADED ROD CONNECTING HOLD CK z DOWNS THROUGH FLOOR, SEE DOWNS THROUGH FLOOR, SEE _ SCHEDULE SIMPSON SIMPSON HOLD DOWNS SIMPSON A34 FRAMING SIMPSON A34 FRAMING SHEAR WALL END POST, AT ALL SHEARWALL END SHEAR WALL END POST, ANCHOR, PROVIDE(2)- ANCHOR, PROVIDE(2)- SEE SCHEDULE POSTS, SEE SCHEDULE SEE SCHEDULE SIMPSON HOLD DOWNS AT ALL SHEARANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR ° R ANCHORS PER LVL BLOCKING �— Q WALL END POSTS, SEE SCHEDULE ° OWNS D THREADED ROD THROUGH u WALL END POSTS, SEE SCHEDULE LVL BEAM, SEE PLAN ANCHOR HOLD DOWN WITH SIMPSON HOLD Z (3)-PLY MIN. ° MIDDLE PLY OF LVL BEAM DOWNS AT z SHEATHING PANEL EDGE ALL SHEARWALL � z 2x BLOCKING,TYP.AT ALL SHEATHING PANEL EDGE 2x BLOCKING,TYP.AT ALL o W PANEL EDGESNAILING, PER PATTERN PANEL EDGES NAILING, PER PATTERN END POSTS, SEE U p W "A"ON SCHEDULE "A"ON SCHEDULE SCHEDULE W (V N ��nn SHEAR WALL END POST, WALL SHEATHING SHEAR WALL END POST, WALL SHEATHING SB ANCHOR BOLT BY W r' V SEE SCHEDULE PANEL,SEE SCHEDULE SEE SCHEDULE PANEL, SEE SCHEDULE SIMPSON STRONG TIE OR Q_ SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 APPROVED EQUAL SIMPSON HOLD DOW14S P.T. SILL, SEE NOTE 4 ON SCHEDULE AT HOLD DOWNS AT AT ALL SHEAR WALL END AT ALL SHEAR WALL END ON SCHEDULE o FOUNDATION ° POSTS, SEE SCHEDULE 1/4"x 5"x 5"STEEL Revisions POSTS, SEE SCHEDULE POSTS, SEE SCHEDULEJTOP OF FDN.WALL OR PLATE RECESSED AND DETAIL 2/S-301 No. Date Description FTOP C FDN.WALL OR HAUNCH SLAB INTO LVL BEAM 1 10/26/23 FOR PERMIT HAUNCH SLAB DRILLED IN AND ADHESIVE DRILLED IN AND ADHESIVE 2 04/03/24 FOR CONS 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 --/--/— AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. --- AT FND. LEVEL,SEE SCHEDULE SILL TO TOP OF FND. FOUNDATION WALL /'� FOUNDATION WALL WALL OR HAUNCH 4 --/--/-- OR HAUNCH SLAB WALL OR HAUNCH OR HAUNCH SLAB SLAB, SEE SCHEDULE SLAB, SEE SCHEDULE 6 TYPICAL SHEAR WALL DETAIL PERPENDICULAR TO JOISTS , TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS 8 TYPICAL HOLDOWN CONNECTION DETAILS Designed By : NM S-300 SCALE: 3/4"= 1'-0" S-300 SCALE:3/4"= 1'-0" S-300 SCALE:3/4"= 1'-0" Drawn By : N M Checked By: AA NOTES: SHEATHING PANEL NAILING PATTERN"A" NAILING PATTERN"B" SIMPSON HOLDOWN Date: 10/26/2023 1. HOEDOWNS 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: MARK LOCATION TO TOP OF FOUNDATION WALL/ SHEATHING PANEL CAST IN PLACE 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 ANCHOR 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/ EMBEDMENT /SOLID WOOD OF THE INDICATED DIAMETER. 2X BLOCKING BLOCKING/LVL WALL BELOW DEPTH (MIN.) POST SIZE (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 SW-1 REFER TO 1/2„ N 2'!?Jx12" LONG ANCHOR 10d AT 6"O.C. 16d AT 6"O.C. HDU4-SDS2.5 SB 5/8x24 18" (14) SIDS4 x 22 USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. FRAMING PLAN BOLTS AT 4'-0"o.c. (2)-2x REFER TO „ 2'fdx12"LONG ANCHOR „ (14) S )_ 4 x 22 SHEAR WALL SCHEDULE AND NOTES _ SW-2 S �300 1/2"PLAN 1/2 N BOLTS AT 4'-0"o.c. 10d AT 4 O.C. 16d AT 4 O.C. HDU5-SDS2.5 SB 5/8x24 18 (2)-2x 9 S-300 SCALE: N.T.S. Sheet# T SB ANCHOR BOLT BY Un.Inrro e SIMPSON STRONG TIE OR '-r,d r'`-=vb'"W SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE APPROVED EQUAL Engineering HURRICANE STRAP HURRICANE STRAP RIDGE STRAP MODEL#CS-16(TYP.) MODEL#H8(TYP.) MODEL#LSTA30 V-13"MIN. EDGE DISTANCE 158 Count Rd. 39, Suite 10 (16"O.C. MAX SPACING) (16"O.C. MAX SPACING) 4 y �.._. Southampton, N.Y.11968 Office: (631)259-3959 #5 BAR CONT. a Info@DiLandroAndrews.com °0 WALL SHEATHING FLOOR SHEATHING WALL SHEATHING FLOOR SHEATHING Certificate No.: 0019523 Cfl LO ° FOUNDATION WALL e FOUNDATION WALL NAIL WALL PLATE TO RIM NAIL WALL PLATE TO RIM �., OR STEM WALL OR STEM WALL BOARD AND JOIST W/16d AT BOARD AND JOIST W/16d AT Professional Seal MIN EMBEDMENT, SEE SHEAR ° 8"O.C. MAX SPACING FLOOR JOISTS, SEE 8"O.C. MAX SPACING FLOOR JOISTS, SEE WALL SCHEDULE ON S-300 3 FRAMING PLANS NFRAMING PLANS 0'-1 MIN. EDGE DISTANCE P Of NiEtv 4 CONT. RIM BOARD OVER y E R 17 0'-6"MIN FOR SB5/8x24 4 .<<G 0'-8"MIN FOR SB7/8x24 "a ° o OPENINGS IN SUPPORTING CONT. RIM BOARD OVER N O�� ° WALL BELOW. NAIL OR OPENINGS IN SUPPORTING ATTACH FLOOR TO FLOOR ATTACH EACH RAFTER TO PLATE ATTACH EACH RAFTER TO RIDGE 0'-4�-MIN. (SB5/8 AND 7/8) d O 4L SCREW VERT.2X BLOCKING WALL BELOW. NAIL OR _ ?3 5-MIN. (SB1) TO RIM AT LOCATIONS OF SCREW VERT.2X BLOCKING m Er SECTION PLAN-CORNER POSTS FROM ABOVE TO RIM AT LOCATIONS OF POSTS FROM ABOVE Fp D972SIMPSO0� CORNER NON-CORNER CORNER Aq�FESSIONP� HURRICANE STRONG-TIE HURRICSIMPSOANE STRONG-TIE INSTALLATION INSTALLATION INSTALLATION TOENAIL RIM BOARD TO TOENAIL RIM BOARD TO HURRICANE STRAP HURRICANE STRAP MODEL#SSP(TYP) MODEL#HETA40(TYP.) (INSTALL WITH ARROW (BOLT MAYBE INSTALLED (INSTAL!. WITH ARROW WALL PLATES W/16d WALL PLATES W/16d PROVIDE SOLID,TIGHT FITTING LVL MODEL#DSP FOR DOUBLE STUD (16"O.C. MAX SPACING) ON TOP OF BOLT AT 45° TO 135°AS SHOWN) ON TOP OF BOLT TOENAIL AT 8"OC TOENAIL AT 8"OC BLOCKING BELOW STUDS (16"O.C.MAX SPACING) ORIENTED AS SHOWN) ORIENTED AS SHOWN) NAIL JOISTS TO WALL CENTER JOISTS ON INSIDE 450 135•19001450 1350 PLATES W/(4)-10d. LAPTOP LAP TOP PLATES AT FACE STUD WALL PLATES AT CORNER AND CORNERS AND ;.:• ;, : ANCHOR BOLT, : n INTERSECTIONS. SPLICE INTERSECTIONS. SPLICE FILL CAVITY WITH '; • :•.. TYP. < ° INSULATION. SEE ''�'�'• '` '•••• 2 h R" s bh ( ) ( ) ARCHITECTURAL DRAWINGS TOP PLATES 24" MIN. AT TOP PLATES 24 MIN. AT £� r• • s •'' LT. END JOINTS. END JOINTS. •% ° FOR MORE INFORMATION OUTER EDGE OF •••• CONCRETE,TYP. ATTACH FLOOR TO FOUNDATION PLAN-ANCHOR BOLT PLACEMENT JOIST PARALLEL TO VIEW JOIST PERPENDICULAR TO VIEW 1 TYPICAL EXTERIOR WALL STRAPPING DETAILS 2 SB ANCHOR BOLT AT FOUNDATION WALL 3 EXTERIOR WALL DETAIL S-301 SCALE: 3/4"= V-0" S-301 SCALE: 3/4"= V-0" J_ Q f— W g - 4" 16° 16" — SEE PLANS SEE PLANS 0 w `"CD SEE P'NOTE 3 Q FOR STEEL FOR STEEL PLATE SIZE PLATE SIZE 3TY AT WALLS 2"H"MIN. r-- FIELD HORIZ. &VERT.WALL 01 AND FTG. 2'-0" REINFORCEMENT z STEEL PLATE STEEL PLATE FLASHING BY OTHERS ! BOT. HORIZ.WALL TO BE FLUSH TO BE FLUSH / REINFORCEMENT G 3, I WITH WOOD WITH WOOD �'X 5"KWIK HUS-EZ-SS316 ANCHOR ,FLOOR FRAMING SEE PLAN Q FRAMING FRAMING BOLT STAGGERED AT 16"O.C. J I-- LL U-2111 SECTION A-A SECTION A-A XA "Aim �N� 2 Q 2-LVL 3-LVL _ (2) ROWS OF 5/8"0 BOLTS W/ NOTES: � WASHERS STAGGERED AT 16"O.C. DECK FRAMING SEE PLAN SEE FOUNDATION DETAIL FOR W/(4) BOLTS AT SUPPORT ,S, 1 1. USE 1 3/4"x LVL AS PER PLANS. DIMENSIONS AND 2. COUNTER SUNK BOLTS SHALL NOT BE PERMITTED. SIMPSON STRONG TIE LUS REINFORCEMENT FOOTING REINF. 3. WHERE CONCENTRATED LOAD EXISTS"P"AND BEAR FACEMOUNT HANGER FOR 2 SOIL BEARING ON FLITCH BEAM, LOCATE (3) 5/8"0 BOLTS STAGGERED SAWN LUMBER APPLICATION 1 ROCK BEARING AS SHOWN. (2)2x LEDGER 11 I TOP REINF. IF REQ'D. d- w —P, SEE FDN.WALL/FOOTING "It w z SECTIONS CF) 0 f= NOTE: r' cn w W r w U • PLACE LOWER FOOTING FIRST W � Q Z 4 TYPICAL FLITCH PLATE DETAIL 5 TYPICAL LEDGER DETAIL AT SHELF F 0 6 STEPPED FOOTING DETAIL S j $01 " SCALE: 3/4"= V-0" S-301 SCALE: 3/4"= 1'-0" S-301 SCALE: 3/4"= 1'-0" O Z �- Z Z b o W W N N o_ Revisions No. Date Description 1 10/26/23 FOR PERMIT 2 04/03/24 FOR CONS 4 --/--/— --- 5 --/--/-- ---- Designed By : NM Drawn By : NM Checked By : AA Date : 10/26/2023 Scale: AS NOTED S �301 Sheet# _j JOISTDETAILS Plate nail-16d(0.135"x 3Y") Load bearing or braced/shear wall 1Y"round holes may be cut Plate nail, 16d(0.135"x 3Y") Plate nail, 16d(0.135 x 3Y') at 12"on-center above(must stack over wall below) ® Load bearing or braced/shear wall above anywhere h web outside cut When sheathing at 16"on-center at 16"on-center g thickness exceeds/', 2x stud wall at Floor panel nail- Blocking panel: 1Y TJ Rim Board, m ALLOWABLE HOLES - TJI J O IS iS of Blocking panel: trim sheathin ton ue at rim board „ ® (must stack over wall below when present) ® hatched zone if they are g g 1y or 1Y TimberStrand LSL or No load bearing 1Y"TJ"Rim Board, 1Y"or Web stiffener 16"on-center 8d(0.131 x�')at 6'on-center ®• 9 located 3"away horizontally ® required on both Plate nail-16d(0.135"x 3Y2") TJI o(st. wall above (edge-to-edge) 1Y"TimberStrand LSL or q JBID king panel: Min.distance from Table A Min.distance from Table B ®• at 16"on-center* Web stiffeners required on g P from a larger hole. TJI joist sides at A2W ONLY 2x4 minimum Web stiffeners ® g - �•'�.• ) Sheathing both sides at A3.4W ONLY 1Ya"TJ Rim Board, DO NOT Floor panel nail- 9 squash blocks required each side 1Y4"or 1Y"TimberStrand®LSL cut or notch flange. r r~1 I -dao 8d 0.131"x 2Y2" at 6"on-center* boundary nails, ® �- • • ( ) at B3W ONLY or TJI joist I i--k-• 8d(0.131"x Zy') —1Y4"or 1 y' ) Rim-to-joist Web Stiffeners required at 4"on-center TimberStrand® ys^ •• __. m r� I Web stiffeners 6" O 0 O Hall each side at A3_W LSL rim board. B1 tsfiffeners required on bothE g n e e r i g Toe nail, Toe nail, 6" n i nToe nail-10d(0.131" sides of both joist 6" L, 2 x D, D, Closely grouped round L 2xL D10d(0.131"x 3") 10d(0.131 x 3") I 1Ya"TJ"Rim Board, When sheathing x 3" at 6"on-center i z 2 2 6" 6"at 6"on-center at 6"on-center (A&VA3.1 W only) thickness exceeds 8", 12" ) ends at 134W ONLY No field cut minimum holes are permitted if minimum No field cut Do not cut 158 County Rd. 39, Suite 10 ® 1y"or I Y"TimberStrand®LSL. trim sheathing tongue min• required End of'oists at holes in ( pp•es to all holes the group perimeter larger Southampton, N.Y.11968 DO NOT (applies holes in holes is er TJI rim joist on both sides at B1 W ) ut holes in cantilever hatched except knockouts meets requirements for hatched Office: (631)259-3959 Web stiffener I at rim board ) than 1/^in Toe nail-10d 0,131"x 3" centerline zones round or square holes. zones cantilever required on both 3 � ( ) and 62W ONLY reinforcement. Must have 9/ minimum of support Info@DiLandroAndrews.com sides at A1WON LY at 6"on-center* Install proper blocking to Table A - End Support Al Al W* (A 2) A2 * joist bearing at ends.Attach A3 A3.1 A3.2 A3.3* support all panel edges B2 B2 Blocking panels may be required with braced/shear with king panels abs above Minimum distance from edge of hole to inside face of nearest end support Certificate No.: 0019523 J rim joist perA3 detail. O O O walls above or below—see detail B1 g3 B3W — B4 B4W O below see detail B1 O O JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE A3.4 A3.4'k DEPTH TJI LE SIZE *For additional installation specifications sire Rim Board Details and Installation in A3W A3.1 eA3.2 A3.3 For additional installation specifications see Rim Board W 2" 3' a 5„ 6Y2- 7" 8%- 11• 13" 2" 3" 4" 5• r^ Professional Seal Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. OW OW Details and Installation in Weyerhaeuser Installation Guide ® Nall through 2x_cantilever,wood backer and 4'-6 �„ 8� 1t^ 13" ® e. 210 1'-0" 1'-6" r-0" T-0" 5'-0" 1'-0" 2'-0" 2'-6" 3'-0" 6-6"1 a"TJ Rim Board or 1Ya"or 1Y"TimberStrand BlockingTJI Joist web with 2 rows 10d(0.148"x 3") OF NEw for Floor and Roof Framing,TJ-9001. LSL. Nail with 10d 0.131"x 3" nails,one each at sY^ z10 1'-0" ,'-s" 2'-6• 3'-0" 5•-6" 1'-0" z'-0~ z'-s" a•-0" 5•-0" ( ) panel nails at 6"on-center,clinched. 230 1-6" r-o" 2'-6" 3'-6" 5•-s° 1'-0" 2'-0" 3'-0" 4'-6" 5•-0~ , yo top and bottom flange.Nail to blocking panel with Use 16d(0.135"x 3y")nails with 3Y"TJI® 360 1'-6" 2'-0' 3'-0" 4'-0" s-o' » " 1-6 2-6 3-6 5-0 5-6 ,f\Q' NEN/�y ,p ®. 7 „ connections equivalent to floor panel schedule. joist flange widths. 560 1'_6" z'-6" T-6" 6-0" 7'-0" 6-0"length of TJI Joist 8' diameter maximum hole for 11/ - j 9 z'-0" 3'-0" 4'-0~ 5'-6" s'-o" 1Ya"TJ"Rim Board 1Y"or 1Y"TimberStrand® 110 1'-0" r-0" r-6" r-0" '-6~ T-0" 5%6" r-0" r-6" r-0" r-6" 4'-6~ 5'-0" 6'-0" O� reinforcement and filler 16"deep blocking panels;6"diameter 210 1'-0~ r-s" z'-0" r-0" 3'-0" 3'-s" s'-o~ r-o" r s' r s" 3'-0" 5-0" 5'-s" s-s" 2 s=0"length of 8"diameter maximum hole for 11%"- block. Use 4%0"length maximum for blocking panels 9Y" LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11,f" 230 ,'-0" 1'-6' 2'-0" 2'-0- 3'-0- 3•-6- 6'-s- 1'-0" V-6" 2'-6" 3'-0' 5'-0" 5•-6" 7'-0" H m Cr 8"diameter maximum hole for reinforcement 16"deepblocking panels;6"diameter with 9Y2"and 117/"TJI® ee or shorter than 12"Ion one each at top and bottom flange. eL 9 P P 9• with one 8d(0.131"x 2Y") 360 1•-0" 7-0" T-0" T-6• V-6" 5'-0" 7'-0" 1'-6" 2'-6" 3'-0" 4'-6~ 6'6" 6'6' 7'6"on one side at E2, g p joists. Do not cut flan i nail at each corner 660 1'-6" 2'-6" T-0" 4'-0" 5'-6" 6-0" 8'-0" 2'-6" 3'-6" 4'8" 5'8" 7'-0" 7'-6" 8'-0" Web stiffeners 117/"-16"deep blocking panels; maximum for blocking panels 9Yz" 1 flanges. Attach reinforcement to joist ' Load from above required on both 6"diameter maximum for both sides at E3 F1 applies to deep or shorter than 12"long. with one 8d(0.131"x�") 110 r-°^ r-o" r-0" r-o" r-s" r-o" 3'-0. 5'-s° r-o" t'-0° 1'-6° r-0" 3'-8" a'-o" 6•-0" a'-o^ nail at each corner Horizontal blocking uniformly a10 1'-0" 1'-0" 1'-0" l'-6" 2'-W r-6" 3'-6" 6'-0" 1'-9. 1'-0" 2'-0" 2'-6" 4'-O" 4•-6" 6'-6" 8'-6" FOA o9720 sides at E1 ONLY blocking panels 9Y"deep or Do not cut flanges. 1Ye"TJ"Rim Board 1Ya"or 1y" A g P p panels between each loaded joists 1a•• 230 1'-0• ,'-0" 1'_0" 1'-6" 2'-6" 2'-6" 4'-0" 7'-0" 1'-0" 1'-0" r-0" 3'-0" 4'-0" 5'-0" 7'-°" 9'-0" 'TOFES'S,p�1P' shorter than 12"long. TimberStrand®LSL.Nail with joist. Nail to top plate with " only. 360 r-o" r-o" r-s" r-s" 3-s" a-0" 5'-s^ e'-o^ r-0" r-6" r-0" a'-0" 6•-0" 6'-6" s'-0" 9•-s" Y,s Do not cut flanges. ® : each at0. to"x d bottom one 12"length of Y4' connections equivalent to Wood R 56o r-0" r-o~ r-o" 3-0" 4'-6" 6-0• 6'-6^ �I 1Ye"TJ Rim Board or 1Ya"or 1y' each at top and bottom flange. �� �$ TimberStrand®LSL.Nail with 10d reinforcement on floor panel schedule. backer dal`(\-46, 0� 11- 1-0~ v-0^ r-o" r-0" r-0" r o" 7-0• 3•-0" 6-0" r-o" r-0" l-W 1%6" T-0" T-0" 5'-6" T-6" 10•-0" • one side at E5, 65 'l� S 210 1'-0" 1'-0" 1'-0" 1'-0" 1 0" 1-0~ 2•-6" T-6" 6'-0" 1'-0" 1%0" ,'-0" 2'4r T-0" T-6" 6•-6" g'_o" 11'-0" (0.131"x 3")nails,one each at Attach reinforcement to 12"length of Y4' �� 6� t;aa load 1s' 230 1'-0" 1'-0~ 1'-0" 1-0• , s^ 1 6" 3'-0" a'-0" 7'-0" 1'-0" 1'-0~ 1'-0" z'o" 3'-6" a'-o" 7-0" 9'-0" top and bottom flange. joist web with 3 rows Full depth vertical both sides at E6 reinforcement on one side '`y7 <\�6.1 0� _ J E 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" r-6" 4'-6" 6'-6" 9'-0" 1'-0" 1'-0" 1'-6" 3'-0• 5'-0" 5'-6" 9'-0" ' 10d(0.148"x 3")nails at 6" blocking between at ET both sides at E8 F1 ° �en9 660 1'-0» ,'-0" 1'-0" 1•-0" T-6~ T-0" 6-0- T-6" 10'-0" 1'-0" 2'-01 3'-0~ a'-6" 6'-6~ T-0" 10'-0- 1,'-0" 1r-o" 2x4 minimum Attach reinforcement " on-center,clinched. Use 2 each joist squash blocks to joist flange with 10 7 .. 4" 6•' 7^ 8^ 10" 12" 14-y," 16%" 4" 6" 7" 6" 10" 12" 14Y." 16Y4" V. tt` rows with 9y and 11/ Less than 5" PE7 E8 Less than 5" 1B„ 360 r-0" r-o" r-0• r-0' 4'-0" 5'-6' 9'6" r-o" 3'-0' a'-s" s-o" 10'o ,r-0. 13'-6- on-center.p" 8d(0.131"x ")nails at 6" TJI'joists. 1Ya"TJ Rim Board or 2' �� on-center.When reinforcing ) 560 1'-0" 1•-0" 1'-0" r-0" 4-6" T-0" 10'-6" 2'-0" 6-0" 6'-6" 8'-0" 11'-0" 12'-0" 14'-0" 'CS Use 2x4 minimum squash blocks to lY4"or 1Y"TimberStrand®LSL. Face grain a g E5 E6 j Gap . WEB STIFFENER ATTACHMENT 20„ 360 ,•-0" 1•-0" ,•-0" 1•-0" r-o" 4'-0" T-°'• 10'-0" 1'-0" 1'-6" 3'-°" 4'-6" 8'-0" 1,•-6" 13'-6" 15'-6" transfer load around TJI®joist Nail with 10d(0.131"x 3") horizontal both sides,stagger nails. E4 w 1-- Ya"minimum 560 11-o• r-o" r-0" r-0" 2'-0" 4'-6" 8'-6" 11'-0" r-0• T-6" 5•-°" T-0" 10'-6" 13'-0' 14'-6" E1 E1 E2 E3 Not for use with 3t/2 TJI®joist flange widths 2;"maximum nails,one each at top and 1 Table B - In O O termediate or Cantilever Support bottom flange. EXTERIOR DECK ATTACHMENT (1Y for TJI" Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su ort Option#1: 560,560D) See table below. Structural exterior sheathing Apply subfloor TJI®joist blocking with end I JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE L Web stiffener both sides. Flush bearing late re adhesive to all blocks installed at joist-span DEPTH TJI ,„ Hanger height Double TJI®Joist Filler Block: g p required. * z" 3' a' s' s>4 7^ s� 11^ 13" z^ 3' a" 5" sY 7' 8,�•' 11" 13" g g Flashing locations using See table below. With point load from above,and no support be a minimum of 60% Attach per the table. Hanger Backer Block:Install tight Maximum Y4"overhang contact surfaces 7� below,install web stiffener tight to top flange 110 2'-W 2'-6" 3'6" 4'-6» T-6" ,'-6" 2'-6" T-6" 5'-6" 6'-6" two 8d(0.113"x 2y") T (gap at bottom i ofjoi:sr depth Nails shall be driven from to top flange(tight to bottom permitted at beam. Treated 2x_ Tight fit* flange) sY„ 210 2'-°" 2'-6" 3'-6" 5'-0" e•-0" z'-o" 3•-0" 4'-0" s'-s• 7'-s" flange with face mount hangers). nails or alternating sides.Clinch nails gledger an z3o r-s" 3'-0" a-o" s s" a's" r-0" 3'6" a'-s~ 6'6" T s• g 5Q "screws, De Nailing Requirements 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'8" 5'6" 7'6" 8'-0" when possible. Clinch nails when possible. See fastener o`5. 2 TJI' Series Pth Minimum Web 4 1Y"TJ"Rim Board or 1Y" �3l R`�a� typical (in.) Stiffener Size Type Number Nails 560 T-6" 5'-°" 6'-0" T-e" 10'-0' a'-0' S'-6" s'-6- e'-0" s'-0" 1 �y:• table below.Maintain ® ,gyp End Intermediate 110 r-o" r-0" 1W 2'-6" a'-0" a s" s'-6" r-0" r-6" r-6" 4'-0" T-0- T-0~ 9'-6" W Top mount ", 2"distance(minimum)from or 1y"TimberStrand LSL. 110 All %"x 2%s'i„ 210 ,'-0" 1'-0" 2'-0" T-0" 4'-6" 5'-0" 9'-0" ,-0" a'-o" 3'-0" a-s" s'-o" s'-o" 10'-0" hanger "�• edge of ledger to fastener. .; 210 All 3/"x 25/s'i" 8d 11i1^ 230 r-o" 2'-0" r-s~ 3•-6" 5•-0" 5'-s" ,o'-o" r-0" 2'-6" 3•-6" 5'-0" a'-s" s'-o" ,o'-s" U) 1 z 230&360 All 7 „ s �„) (0.113"x 2Y") 360 2'-0" 3'-0" 4'-0" 5'6" 7'-0" 7'-6" 11'-0" 2'-0" 3'6" 5'-0'• T-0» 9'-6" 9'-6" 11'-0" �r� Option#2: /a x 2/s' 3 3 560 ,•-6" T-0" 4'-6" 5'-6" 8'-0" 8'-6" 12'-0" T-0" 4'-6" 6'-0" 9'-W 10'-6" 11%0" 12'-0" \•J Fastener Allowable Loa d)2)(Ibs/bolt) 2x_strapping installed atY 16d 110 t'-0" l'-0" 1'-0" 1'-0" 2'-0- 2'-6" 4'-6" 8'-6" 1'-0" 1'-0" ,'-0" 2'-6" 5•-0" 6'-W 9'-0" 12'-0" Face mount Backer block Y2"Through bolt joist-span locations using two 560 All 2x4m W hanger both sides of web Rim Board Material Y"lag bolt Y2"Through bolt with Air S ace �V„ (0.135"x 3Y") z10 t'-o" 1'-0" 1 0" ,-o" 2'-s" 3'-0" 5'-s" s'-s^ ,'-o~ ,-o" 2'-0" 3'6" s-o" 7'-0" ,o'-o" t3'-o" with single TJI®joist 1Ya"TJ'Rim Board(') aso 695 2y screws per JOISt,typical 14" 230 1'-0" 1'-0" ,'-0" 2'-0" 3'8" 4'-0" 6'-0" 10'-6" 1'-0" ,'-0" r 6" 4'-0" 6'-6" 7'-6" 11•-0" IT-6" Q 18" 4 4 360 ,'-0" 1'-0" 2'-0" 3'-6" 5'-6" V-W 8'-6" 12'-6" 1'-0" 2'-0" 4'.0" 6-6" 9'-0" 10'-0" 17-0" 14'-0•• T Web stiffeners required if sides Of , ♦"TimberStrand LSL 610 725 615i•> Option#3: 560D 20" 4m 16d 5 5 560 1'-0" 1'-0" 1'-6• 3'-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" T-0" 10'-0" 11•-0" 13'-6" 15'-o" •.L- H1 hanger do not laterally support at With top mount hangers,backer block required only 1 Y2"TimberStrand'LSL 675 725 n) 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 8'-6" 1'-0" 1'-0" ,'-0" 1'-0" T-6" 4-6" 8'-6" 11'6" 15'-0" H2 H3 Directly applied ceiling 22" (0.135"x 3Yz") 6 11 ry least%"of TJI®joist top flange for downward loads exceeding 250 Ibs or for uplift O (,)Corrosion-resistant fasteners required for wet-service applications. 24"(3) 6 13 210 1'-0~ 1'-0" 1'-0" ,-o" 1'0" 1'-0" 3'-s" s'-°" 10'-0" ,-0" 1'-0' 1•-0" 1'-s'• a'-s" 5-s' 10'-0" ,z'-s' ,s'-0~ LL. conditions.For nailing requirements see page 5,TJ- LA (2)Allowable load determined in accordance with ASTM D7672. PB1 When Specified on the layout, one of W (1)PSI or PS2 sheathing,face grain vertical 16" 230 ,'-0~ 1'-0" 1-0' t'-0" ,•-6" 2'-0" a'-o" 6'-s" ,1'-°^ ,'-0• 1-0" 1'-0" 2'-6'• 5% - 6'-0" ,o'-s' ,3'-s" 1s'-0' LL W 9001,Weyerhaeuser installation Guide for Floor and O 3 1Y"TJ"Rim Board is allowed with joist depths< the bracing o tiors above is requiredO aso 1'-0" 1'-°" ,'-o" v-0- 3•-(r 4'-0• s'-s" 1a- ^ _0 13'-6" 1'-0" 1'-0" 2'-0" 4'-0" 7'-6" 8'6" 13'0" 14'-6" 17'-0" ( ) a J t ept s _16"only. 9 p (2)Construction grade or better 560 l'-0" 1'-0" 1•0- T-W 2'-6" T-6" 7•-0" 11'-0" 15•-0" 1'-0" 1'-0" T-6" 5•-6" 9% 10'-0" 1a'-6" 16'-0" 18'-0" Of W Roof Framing,TJ-9001. (a)Maximum Yz"snimmed air space. (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists a" s" T' s^ 10" 1z•' 1a�;•• 1s3;'• a^ 6•• 7•• 8•• 10•• 12'• 1a/~ 1st;•' BEAM DETAILS FASTENING of FLOOR PANELS O Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 78„ 360 ,-0• ,'-o" V-6" 3•-0" 6'-0" 9'-0' 14'-6" ,'-o" a'-o" s'-s" s'-0" ,a'-s" 16'_6" O TJI'(1Nz) Rim Boats 3 „ ® 560 ,'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'0" 15'6" ,'-0" 6'-0" 8'-6" 11 6' 16 6" 18'-0" 19'-6" J BEARING FOR DOOR 1/4 TJI"Joists 110 210 230or360 360 560 560D 360 1'-0" BEARING AT WALL BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1Ya"TJ" TimberStrand'LSL TimberStrand'LSL Microllame Parallam' 20 660 1'-0" 1'-0" V-0" 1'-0" 1'-6" 5'-6" 11'6" 15'6" 1'-0" 3'-0" 6'-0" 6'-6" 14'-0" 1T-6' 19'o" 20'-6" M OR WINDOW HEADER and 230 560 Rim Board 1 1 orwider LVL PSL Depth �"-11Ya" 14"•16" 9Yz".118•• 14"-16" 9Y:"-11 8'• 14"-16" 18".20" 1 ' • W CONNECTION CONCRETE WALL Y" Yz'� 11/a 14"-16" 18"-20" 22"-24" Rectangular holes based 1y"TJ"Rim Board Or Strap per code if top plate 8d(0.113"x 2Y"),8d(0.131"x 2Yi') 4" 3" 6" 4" 3" 3" 4" 4' Filler Block(1) 2x8+Y' 2x6+Y^ 2x8+Y' 2x12+Y' Two Two Two Four 8"x 15" Leave y"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. J 14"Or 1 Y"TimberStrand® is not continuous Over 10d(0.148"x 3"),12d(0.148"x 3Y4') 4"(3) 4"(3) 6" 4" 3" 3" 5" 4" (Detail H2) 2x6 2x8 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing • Tables are based on uniform load tables in current design literature. v J LSL or blocking for lateral header • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located < J 16d(0.162"x 3Yz") 6" 6" 16"(4) 6"(s) 6"(5) 6"(6► 8"14) 6" Cantilever Filler 2x6 2x10 2x6+" 2x10+%" 2x6+Y" 2x10+Y" Not at the center of the joist span provided that no other holes occur in the joist i 1 support sheathing sheathing sheathing sheathing Not applicable(1)Stagger nails when using 4"on-center spacing and maintain%"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) 4'-0"long 6'-0"long applicable L Strap per code if top panel edges)for diaphragms.Fastener spacing for TJI'joists in diaphragm applications cannot be less than shown in table.When fastener spacing for 4'-0"long 6'-0"long 4'-0"long 6'-0"long ALLOWABLE HOLES - Headers and Beams E--- •• blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI'joists. Backer Block(1) W �- W plate is not continuous �' '• Detail F1 ^ 3 ^ 7 ^ 7 •� over column (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least M."and staggered. ( 8 Or/" 8 or/ / or 1"Net 2x6 2x8 2x12 Two Y"x 15" 1.55E TimberStrandO LSL Headers and Beams J Top mount (3)With 10d(0.148"x 11/2")nails,spacing can be reduced to 3"on-center for light gauge steel straps. or Hz) sheathing )— Q (4)Can be reduced to Yon-center if nail penetration into the narrow edge is no more than 1y"(to minimizes littin Filler (0.131"x 3 2 x diameter of the hanger •% � g P 9)� Nail Size (0.131"x 3") s) largest hole(minimum) ~ Column Protect untreated (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1y"(to minimize splitting). Backer (0.131 x 3") Face mount (6)Can be reduced to 3Y"on-center if nail penetration into the narrow edge is no more than 1Ya'(tol minimize splitting). Y3 depth Allowed hole zone hanger 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 Filler 32 50 contact with recommendations listed above. Quantity(2) 15 L1 L2 L3 See current Weyerhaeuser L4 concrete ■Maximum nail spacing for TJI'joists is 18"on-center. Backer 15 15 - ----- -- ----- - ■14 a.staples may be substituted for 8d 0.113"x 2Y")nails if minimum penetration of 1"into the TJI'joist or rim board is achieved. (1)If necessary,increase filler and backer block height for face mount hangers and maintain O O 9 P Y t p j 9 "gap at top of joist;see detail W.Filler and backer block o L —————— ———————— literature for framing connectors dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). 0 0 0 0 0 1.55 E TimberStrand®LSL ■To minimize splitting,maintain edge distance and row spacing of 2Y x nail diameter Or Y",Whichever IS greater. (2)Clinch nails when possible. ■Nailing rows must be offset at least Ya"and staggered. Header or Beam Maximum Round ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor Depth Hole size and Roof Framing,TJ-9001. 9Ya"-9Yz" 3" Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at 8" 8" 1,j4"-11 8" 3/e' Fastener Installation Requirements cantilever and end bearings by blocking 1a"-l1 3%" Piece #of Fastener TJI@ joist floor framing does E1 General Notes See illustration for allowed hole zone � g panels,hangers,or direct attachment to Width Plies Type"' Min. Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or a rim board or rim joist. d' • Allowed hole zone suitable for headers and beams with BEARING AT 10d nails 3" 3�' sides,stagger fasteners be the second mid-span blocking uniform and/or concentrated loads anywhere along the member. COLUMN 2 12d-16d nails 3 Y" 2 12" side n they fall halfway between `�' One side fasteners on the first side. • Round holes only L • No holes in headers or beams in plank orientation. W Screws 3/"or 3Y" 2 24" Hz Other Trus Joist® Headers and Beams W >- • 10d nails 3" 3i2' Al Rim board joint ' 12" Both sides DO NOT bevel cut joist 3 12d-16d nails 3Ya" 2`Z' E2 between joists DO NOT overhang 1.3E Timbe n Mikxollam LVL B L.i_ 13/4" 3%"or 3Y" Both sides Y g seat cuts rStra d" and Parallam'PSL beyond inside face of wall. L z Screws on beams beyond the inside LSL hole zone hole zone 2 x diameter of the 1'^- 2 24" Load must be applied evenly across face of support member. largest hole(minimum) �JJ F- 5" One side entire beam width.Otherwise,use � Y depth Verify column capacity 10d nails(" 3" 3iz' connections for side-loaded beams. DO NOT cur,notch or drill T One side holes in headers or beams and beam bearing 12" ply) - • '.. - - except as indicated L5 length.See current 4 12d-16d nails�> 3 Y4' 2n> (per I d - --I p Gated In I••— O ••-•• ° L——— ———J o o illustrations and tables. Weyerhaeuser literature. Screws 5"or 6" Both sides ° ° *1 Z 2 24" Multiple pieces can be nailed or bolted together to — z 6 3/a" One side L6 form a header or beam of the required size,up to a Tile rim joist - CS Microllam' LVL and Other Trus Joist®Beams 5"or 6" Both sides maximum width of 7° - - - -•-•• - 1Y"TJ"Rim Board or Parallam'PSL • • Header or Beam Maximum Round W allowed hole zone U O W 3Y" 2 crews 6 Ya" 24 One side O L3 1Y4'or 1 Yz"TimberStrand'LSL. Depth Hole Size • - middleYspan 4%" 1" W CAI Yz"bolts 8" 2 24" - 5Yz" 1Y4' � N (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,USP WS,or TrussLOK" L1 d 1.3E TimberStrand® LSL allowed hole zone d 7Y;'-20" 2" 0 N r r� COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. B1 See illustration for Allowed Hole Zone T H1 T— (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) Round holes only L5 • No holes in cantilevers. Revisions I TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist B3 • No holes in headers or beams in plank orientation. 1Ya' TJ"Rim Board or (Load bearing wall above) 1y4'Or 1 Y"TimberStrand®LSL. One 10d(0.128"x 3") Joist may be shifted up to 3"if O Use B1 Or B2 a1 No. Date Description i floor panel edge is supported One 8d(0.113"x 2Y") nail into each flange and span rating is not exceeded. 64 intermediate bearings 1 10/26/23 FOR PERMIT nail each side. Drive Do not cut joist flanges. with load bearing or 2 04/03/24 FOR CONS WARNING Joists are unstable until braced laterally 3 --/--/-- nails at "f angle at braced/shear wall Bracing Includes: 4 P1 least 1Y"from end. Plumbing Drop from above • Blocking • Sheathing • Strut Lines 3Yz"minimum End of joists Hangers --/-/ _ at centerline 9 Rim Board • Rim Joist 5 --/--/-- COLUMN BASE 3 Also see detail B2 of support O 1/"minimum end bearing intermediate bearing single-family applications 5Y4"may be required for maximum Designed Shear transfer:Connections equivalent capacityto flDor panel nailing schedule o _ g ed By : NM Rim to TJI®Joist o j d' Drawn By : NM 1Ys"TJ"Rim Board, ® o / DO NOT walk on joists DO NOT walk on joists DO NOT stack building•;•�::�.:,,�• ® TJI 560 rim joist:Toe g 1X"or 1 Y"TimberStrand LSL. 10d Additional joist is required if o until braced. that are l lying flat materials on unsheathed Checked By: AA nail with one each id 3") p g pp L4 . ' INJURY MAY RESULT. Y g or TJI'110 rim joist: floor panel edge is unsupported o P2 One 10d(0.131"x 3")nail into nails,one each side of joists.Stack only over TJI®joist flange TJI"560 or if span rating is exceeded. each flange •. - � :. ••. o �- � Exterior Deck WARNING NOTES: beams or walls. floor joist 4 "' . o DO NOT use sawn Lack of proper TJI"210,230,and 360 rim joist: r, Attachment lumber for rim P p bracing during construction can result in serious ELEVATED One 16d(0.135"x 3Y")nail into INSTALLATION TIPS ' ' o Structural accidents.Observe the following guidelines: Date : 1 O/26/2023 board or blocking g g J pp i completely properly each flange. �' •'•� O Sheathing r 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI"joists must be com letel installed andnailed. Scale: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 AS NOTED COLUMN BASE •subfloor adhesive will improve floor performance,but after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 3 With depths>16",use TJI"360 rim joist. o 1/"minimum bearing P J may not be required. O Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. _ Locate rim board joint between joists. Top view •Squash blocks and blocking panels carry stacked Protect untreated wood O O Safety bracing(1x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with minimum)at Von-center(6' one layer of unnailed sheathing. O 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. of a TJI"joist(with web stiffeners)is not a substitute Concrete 1Y"knockouts H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. y•...::. ... ';. g e. 1Ya"TJ"Rim Board or for squash blocks or blocking panels. at approximately 6.The flanges must remain straight within 1/2"from true alignment. •,'t �'a, ;` 1y"or 1 Y"TimberStrand"LSL. Fasten at each joist with 12"on-center two 8d 0.113"x 2Y")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this -When joists are doubled at non-load bearing parallel ( 9� 9. 9. 9 9 P 9 (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California S �302 partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit .com/inform. Optional plumbing or HVAC. o: <�� P3 non-shrink flush with inside face - grout Drive nails at an See framing plan(if applicable)or of wall or beam Sil1STA1NABti: One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor *Additional joist at plumbing drop(see detail). �Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum WeyerhaeuserOC,,,,,dWeyerhaeuser NR. ©2020 Weyerhaeuser NR Company. All rights reserved. Sheet#1Yz"minimum from end end and intermediate bearing lengths. A�e,�� Sotudng www.sfi 'n000� September 2020 Reorder TJ-4015 This sheet is intended as a supplement to the We erhaeuser Installation Guide for Floor and Roof Framin 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 34")nails per table below. Dormer Framing TimberStrand®LSL or ( ") TimberStrand®LSL rafter 1x or 2x ceiling joists Four 16d(0.131"x 3Y4'")nails ] ® Toenail with four 16d 0.131'x 3Ya nails Attach blockingto lateral bracing at 48" , Microllam LVL ridge board each side, or four 16d(0.131"x 3Y4")nails at each end of strap/cleat 31-a i €'O through ridge into rafter rafter with two 16d on-center or as specified ¢M .f r r ,� id. (0.131 x 3Ya ) nails Toenail hip/valley to mm t' ` `' Sheathing or other lateral post with three Header joist see plan E n g i n e e r i n g Toenail header to rafter with four 16d(0.131 x 3Ya TimberStrand bracing as required Hip member or f ) LSL rafter valley beam 16d(0.131"x 3Y4") nails from each side,or use a hanger or reactions 158 CountyRd. 39, Suite 10 Lateral blocking per nails per side exceeding 500 lbs. See Framing Connectors tables code or for lateral in Weyerhaeuser Roof System Guide, TJ-9005 for Southampton, 9-395968 wind requirements TimberStrand®LSL Sloped bearing surface g P Office: (631)259-3959 hanger capacities. ceiling joist Attach post to bearing wall or Info@DiLandroAndrews.com beam with three 16d(0.131"x Beam or ceiling joist Certificate No.: 0019523 A23 or A3 clips each side. 2x TimberStrand®LSL late 2 times joist spacing, sized to support post P P (Addresses lateral load only, (connection design may be minimum 3Y')nails per side not intended for wind uplift.)* required, contact your Professional Seal 3"maximum rafter Weyerhaeuser representative) Structural sheathing Rafter-to-Valle Connection Of New Additional connections maybe required seat cut overhang g W y Attach plate to rim with Rafter Roof Snow Load O to resilst wind forces in high wind zones Rafter -°----- P NENR)' 9 16d(0.131"x 3Ya'")nails On-Center 30 LL+15 DL 50 LL+ 15 DL 80 LL+15 DL at 12"on-center Spacing Span Number of 16d(0.131"x 3 Y4') nails required _. A Minimum Ridge Board Depth 6' S 5 5 t.' A I " m W Rafter Pitch *Angle Clips 12' 5 6 8 Rafter 4:12 to 9:12 10:12 to l l:12 12:12 Hanger Clip Nailing 16 18' 6 9 12 See plan for member FpA 00 201 Ridge Board Sizes Type Top Plate Rafter/Ceiling Joist Rafter Connection for Thrust: 24' 8 12 * 90F NPR" 2x6 2x8 2x10 2x10 Simpson •For lap connection nail quantity requirements, see Rafter Span and Heel 6' 5 5 7 ESSIO 2x8 2x10 2x12 2x12 Strong Tie® A23 10d x 1Yz 10d x 1y Connection Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. Ceiling outlookers at hip end 12' 6 8 11 T 14" 14" 14" R USP Structural -If fewer than 8 nails are required, use only one A23 or A3 clip,each side. 24' 18' 9 13 2x12 14" 16" 16" 22 Connectors® A3 10d x 1Y" 10d x 1Y" -If 8-15 nails required, use two A23 or A3 clips, each side. 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 HipNalley Low End Sloped hanger Hip/Ridge/Valley/ Post Detail Hip member or (sloped/skewed if pitches are unequal).roof) Sheathing or other lateral valley beam Hip member W 3"Maximum rafter bracing as required TimberStrand®LSL or Notch TimberStrand®LSL Hip/valley seat cut overhang Microllam®LVL ridge board hip/valley to sit on depth(d) Depth of hip/valley V (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 G a:ridge-to-hip with four 16d (0.131"x 34") nails. 16d(0.131"x 34") Q TimberStrand®LSL Connect rafter to nails R W W Attach blocking to rafter with ceiling joist valley using 16d 27 LL >- two 16d(0.131"x 34")nails (0.131"x 3Y4')nailsl2> W 16d(0.131"x 3Y")nails Attach hip/valley member to plate LL Lateral blockingper code or/ for heel/lap connection* Post or bearin wall " Valley beam. Connect to hip O P 9 P rhside ddreee 1 Ed(0.131 x 3Ya )nails member with sloped hanger. O �-- for lateral wind requirements Toenail ceiling joist to top plate � m Toenail rafter to top plate with with two 16d(0.131"x 3Ya") nails Hip/Valley Depth Contact your Weyerhaeuser representative for sizing of a hip three 16d(0.131"x 3Ya')nails Minimum Percentage of Original Hip alley Depth Required I or valley with a point load. CO TimberStrand®LSL rafter Member T TimberStrand®LSL Microllam®LVL * Hi Member 30% 50% (1)See Framing Connectors in Weyerhaeuser Roof System Guide, _ R For heel/lap connection nailing see Rafter Spsn and Heel Connection R T Valle Beam 60% 90% R TJ-9005 for hanger capacities. U 21 Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. 23 Hip member or valley beam Calculate percentage as y/d x 100 28 (2)See Rafter-to-Valley Connection table in Detail R26 above. - Q W W ® traN ROOF DETAILS General Notes Wey1C[��St� Unless otherwise noted,all details are 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-1Y"or%" 2x4 one side.Use 2x6 if 24"joists and when the sides of the hanger TimberStrand®LSL rim board Beveled web stiffeners required on 2x4 one side.Use 2x4 both joist spacing is greater than do not latterally support at least Y'of the both sides.Cut to match roof slope. INTERMEDIATE BEARING c sides if joist spacing is _6 �. 24"on-center. TJI®joist top flange.Also see framing plan. Blocking panels or shear blocking may Two rows 8d tk greater than 24"on-center. �\�`�J Web Stiffener required on specified for joist stability at intermediate supports (0.113"x 2Y")nails Shear blocking- both sides at R3W ONLY at 8"on-center 11}2• 1Y"TJ®Rim Board, Web stiffeners 7 10d 0,128"x 3" 1Y4'or 1Y"TimberStrand® Twist strap and backer block required at ( ) ®. I Variable slope seat required on both R7S with slopes greater than 3:12.See nails at 8" r LSL or TJI joist. connector Birdsmouth cut sides at R7W ONLY Nailing Requirements at Bearing in on-center W r ® must not Weyerhaeuser Installation Guide for Floor W Web Stiffener required on TJI joist flange overhang inside and Roof Framing,TJ-9001. / must bear fully on face of plate. 9 Beveled 2x4 block W� Z both sides at R1 W ONLY L.L.. plate. Beveled 2x4 block with A Y adjacent span maximum `LA Beveled bearing beveled web stiffener on Beveled2 \�`J '^ Beveled bearing plate plate required when `LA opposite side of web d`a on both ides stiffeners v! required when slope 2x4 block for soffit support slope exceeds Y:12 exceeds Y:12 R3 R3W R5 R7 (R7 S B/RDSMOUTH CUT allowed at low end of joist only BIRDSMOUTH CUT allowed at low end of joist only S R7S is allowed only with joist depths< 16" BIRDSMOUTH CUT allowed at low end of joist only F- O _Z M f `)S adjacent span maximum Z z W R1 R1 W W N W Filler block:Attach per the table below. 0 N Clinch nails when possible. Backer block:Install tight to bottom P flange(tight to top flange with top mount hangers).Attach per table below. LSTA18 strap nails at H6S Revisions with slopes greater than 3:12 No. Date Description 1 10/26/23 1 FOR PERMIT Strap nails: 2 04/03/24 FOR CONS Leave 2/8'minimum end SHEAR BLOCKING and VENTILATION HOLES(Roof Only) distance Y Y Y 3 --/--/-- - 2x4 one side. Use 2x4 both ® LSTA24(Simpson Strong-Tie or USP Double joist 4 --/--/_ ---- sides if joist spacing is LSTA18(Simpson Strong-Tie or USP Structural Connectors)strap with twelve Variable slope joist hanger.Beveled Field trim to match joist depth at outer edge Y Two rows 8d(0.113"x 2Y') a Structural Connectors® strap with P J 9 may be required 5 --/--/-- ---- 0 d` greater than 24"on-center. ) P 10d(0.148 x 1Y")Halls required at H5S with web stiffeners required on both sides. of wall or locate on wall to match joist depth. nails at 8"on-center rk' �o g twelve 10d(0.148"x%")nails slopes greater than 3:12 q Use 1 Ya"TJ®Rim Board with depths<_16". EJ Y when L exceeds L 11 t Y joist spacing . ,. Additional blocking ® " T may be required for Additional blocking TJI®Depth, D TJI Flange Block Nail Allowed hole zone L shear transfer may be required Width Type Size Quantity Beveled web Designed By : NM Filler � for shear transfer. less than 3Yz" Filler 10d(0.128"x 3") 10 Y Y Y Blocking stiffener each Drawn By : NM Strap nails: 9Y' <D_<16" Backer 10d(0.128"x 3") 10 /as required side of TJI®joist Beveled 2x4 block. Leave 2%"minimum Strap nails: Filler 16d(0.135"x 3Y") 10-each side MY2 web Checked By : AA end distance s 3Y Second beveled web Leave 2/"minimum Backer 10d(0.128"x 3") 10 Yz 2x_overhang.Notch TJI®joist flange must stiffener required on end distance Filler 10d(0.128"x 3") 15 round TJI®joist top bear fully on plate. P opposite side at R10W only. Double beveled bearinglate less than 3Yz" - . Backer 10d . A Variable slope hanger. 16"<D<_20" (0128"x 3") 15 Maximum allowable V-cut End wall flange. Birdsmouth cut must not :. ,�:,:�,.,..h„_, .�.,.....";.. .4,,.•;,.,.,�. _ .,,.Y,,. , 2 when slope exceeds Y4:12 P j g Filler 16d(0.135"x 3Yz") 15-each side ® overhang inside face of Beveled bearing late required Beveled web stiffener 3Yz" For TJI joists with slopes of 10.12 to 12.12,the vertical depth of Date: 10/26/2023 �a 9 p q Backer 10d 0. P P plate. when slope exceeds Y4:12 required each side. ( 128"x 3") 15 shear blocking at bearing will require 1Y"TJ®Rim Board or 1Y"or Scale: AS NOTED P Web Stiffener required on 9 9 eq R10 R10 R14 R14 both sides at R14W ONLY H5 H5 20"<D<_24" 3Y2" Filler 16d(0.135"x 3Yz") 25-each side S6 %"TimberStrand®LSL that is one size deeper than the TJI®joist. O gC BIRDSMOUTH CUT allowed S H5S is allowed only with joist depths< 16" Backer 10d(0.128"x 3") 15 DO NOT use 1Y' TJ Rim Board with 18"-24"TJI joists or in at low end of joist only H6S is allowed only with joist depths< 16" vertilation-hole applications. H6 S6 For filler and backer block sizes see Weyerhaeuser TJI® 8 Weyerhaeuser Joist specirrer's Guide,TJ-4000 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 to cause cancer. For more information on Proposition 65,visit wy.comAnform. SUSTAINABLE FORESM INnIATIVE A Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of Certified S0111111ft Weyerhaeuser NR. ©2014 Weyerhaeuser NR Company. All rights reserved. Sheet# yam October 2017 Reorder TJ-4014 TOP OF STEEL BEAM COLUMN STEEL COL., SEE PLAN WIDTH iv - �.>, i= • of,. MI�1 +6" J a n O_pn _ " 1 d° q F k N W + (2)-3/4 0 F1554 GRADE 36 c� o _ e ,�.r t v o � � ANCHOR BOLTS W. o '�"" " Engineering l._ I I 1/4 EMBEDMENT AND 3"HOOK CENTER O 4"THICK BASE PLA1/4 TE ON CONNECT FLANGES 158 County Rd. 39, Suite 10 LINE - p�_3�� TO PLATES W/(4)-3/4"0 Southampton, N.Y.11968 a'THICK LEVELING PLATE 3„ BOTTOM OF STEEL BEAM TO MATCH BASE PLATE z 6 x12'xBEAM GAUGE A325 SLIP CRITICAL Office: (631)259-3959 FULL PEN 0-11" w = STEEL PLATE 0'-12' BOLTSTYP. BOLT LAYOUT DETAIL A-A Info@DiLandroAndrews.com 2 2 DIMENSION ON 2 Certificate No.: 0019523 EXTERIOR FACE OF 1 " NON SHRINK GROUT w w FOUNDATION WALL, SEE 3"SDS SCREW STAGGERED AT 6"O.C. FOUNDATION WALL g PLAN AND DETAILS FOR (2)-ROWS 2"0 THRU BOLTS AT 16" THROUGH PLYWOOD,2x NAILER,AND CE ER LI E REINFORCEMENT O.C.,STAGGERED AT 8"O.C. STEEL FLANGE. PREDRILL THROUGH STEEL Professional Seaf ^ 5/16 I I O I I O Q WHEN THICKNESS IS GREATER THAN 0.24" TYP O 0 2X NAILER(S) nor NEwyo PLAN ELEVATION I I O I I O �Q' NENRY �p COLUMN a TYPE 1 BASEPLATE BEAM #OF 2"A325 S.C. MOMENT _ w SIZE BOLTS T&B FLANGE CAPACITY(kip"ft) I I I I O o cc WIDTH cH + " z STEEL COL., SEE PLAN W8 4 16 3 -3/4"0 SINGLE 3 -3/4"0 SINGLE j m — 4 20 I I PLATE I I PLATE Fp �9720� -1 O (4)-3/4"0 F1554 GRADE 36 W10 6 31 CONNECTION W/8" CONNECTION WI$" AR�FESSIONP� o U ANCHOR BOLTS W. 9" ° 1/4 4 25 I THICK PLATE THICK PLATE O O I I EMBEDMENT AND 3"HOOK CENTER W12 6 37 I I $"xFLANGE E4"THICK BASE PLATE ON 8 50 WIDTHx6�'PLATE Ii LINE 4"THICK LEVELING PLATE 28 FULL PEN TJI/LVL FLOOR JOIST T O O TO MATCH BASE PLATE Iz = 4 I I T 1 DIMENSION ON g W14 6 43 Q SIMPSON FACE MOUNTED HANGERS N (),..1 2' 1 4'NON SHRINK GROUT m o FOOTING, SEE PLAN AND 8 57 I I I ( (IUS @ WOOD FLOOR FINISHES, C) DETAILS FOR M1U @ STONE/TILE FLOOR FINISHES) CENTER REINFORCEMENT ° LINE STEEL BEAM, SEE PLAN FOR SIZE. PROVIDE LVL BLOCKING RIPPED TO PLAN ELEVATION BOLTED MOMENT CONNECTION WELDED MOMENT CONNECTION FIT SNUG BETWEEN BEAM FLANGES wTYPE 2 BASEPLATE Z STEEL COL., SEE PLAN 3 TYPICAL STEEL BEAM PAD OUT AND NAILER SIN 2 S-400 _ COLUMN WIDTH+1/2" o JO (2)-3/4"0 F1554 GRADE 36 2 TYPICAL BEAM TO COLUMN MOMENT CONNECTION SCALE: 1-1/2 - 1 0 U 114 I ( ANCHOR BOLTS W. 12" EMBEDMENT AND 3"HOOK S-400 SCALE: 1-1/2"= 1'-0" CENTEF2 2"THICK BASE PLATE ON STEEL COLUMN, SEE PLAN id LINE 4"THICK LEVELING PLATE TO MATCH BASE PLATE z DIMENSION ON g 2 1 T"NON SHRINK GROUT m o 1/4 FOUNDATION WALL, SEE = COLUMN WIDTH+3 1/4" PLAN AND DETAILS FOR a REINFORCEMENT w (2)-1/4"ANGLES Q (2)-R 9x3/8x0'-3", (1)- 5, 0 CEN ER I I WITH(2)-HOLES FOR g' z LINE PLAN ELEVATION (3)-3/4"0 A325 BOLTS THRU-BOLT Q 0 (2)a"0 A 325 BOLTS AT W8'S _ I 10 � TYPE 3 BASEPLATE ' I I vo (3)-3/4"0 A325 BOLTS TYPICAL STEEL BASE PLATE DETAILS SINGLE PLATE CONNECTIONW/$" R 9v3�/pTHE+2 W S-400 = I I THICK) BOLTS WEW8 F_ SCALE: 3/4 1-0 ( ) I I LVL BEAM (2)-1/2"0 A307 THRU-BOLTS; 114 NICK THREADS TO PREVENT I I R 3x3/8xBEAM BACK-OFF WIDTH+2" BOLTED DOUBLE ANGLE SOLID FULL DEPTH BLOCKING; SIMPSON TB1460S COLLATED CONNECTION AS PER AISC WIDTH, DEPTH TO MATCH SCREW @ 3"O.C. OR JOIST/RAFTER APPROVED EQUAL. MINIMUM(2)PER BLOCKING MEMBER TYPICAL STEEL BEAM CONNECTIONS ~ 4 TYPICAL WOOD BEAM FRAMING TO STEEL COLUMN w S-400 5 L3x3x1/4 TUBE POST SCALE: 1-1/2"= 1'-0" S-400 SCALE: 1-1/2"= 1'-0" � z WOOD FLOOR JOIST/ROOF WOOD FLOOR JOIST/ROOF RAFTER; SEE PLAN FOR RAFTER; SEE PLAN FOR U� E— SIZE&SPACING SIZE&SPACING STEEL BEAM, O SEE PLAN FOR SIZE ~ AND LOCATION z z A A PROVIDE(2)-3/8"STIFFENERS z W (ONE EACH SIDE)AT ALL TYP.AT TOP GIRDER BEARING POCKETS W O W N PIPE POST AND BOTTOM 3116 0 N rn BLOCKING;AS REQUIRED AFTER BEAM IS INSTALLED r V FILL POCKET SOLID a WITH CONCRETE PLAN AT PIPE PLAN AT TUBE NOTE:AT TJI FRAMING, PROVIDE FULL DEPTH WEB BLOCKING AT ANGLE LOCATION. BEARING PLATE SIZE 3"X 4"X BEAM WIDTH+6" Revisions W/(2)-5/8"0 A36 THRD. RODS X 8"LONG W/STD. HOOK No. Date Description 2"MAX SHRINK GROUT 1 10/26/23 FOR PERMIT L3x3xl/4 SOLID FULL DEPTH BLOCKING; FOUNDATION WALL 04/03/24 FOR CONS AS REQUIRED 3 4 --/--/-- ---- PIPElTUBE POST Designed By : NM 1 TYP. 00- Drawn By : NM 1/4 I WOOD FLOOR JOISTIROOF RAFTER Checked By : AA (2)-1/2"0 A307 THRU-BOLTS, NICK THREADS TO PREVENT BACK-OFF 6"TYP. (OF 12"WALL) Date : 10/26/2023 —1 4"TYP. (OF 8"AND 10"WALLS) I Scale: AS NOTED I 3/16 TYP. NOTE:@ 8"WALL DEPTH, PROVIDE FULL DEPTH POCKET AND Lj FILL WITH GROUT UPON INSTALLATION OF BEAM A- A 7 BEAM POCKET DETAIL zi �4 0 0 6 TYPICAL STEEL PIPE/TUBE POST BRACING AT WOOD FRAMED FLOOR LEVELS s-400 SCALE 33/4"=1'-0" S-400 SCALE: 1-1/2"= 1'-0" Sheet#