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Home My WebLink About48306-Z 4�s�EFOtxco Town of Southold 3/2/2024 P.O.Box 1179 y 53095 Main Rd 'yfj01 �,ao�.r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45019 Date: 3/2/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 6710 Soundview Ave, Southold SCTM#: 473889 See/Block/Lot: 59.-8-6.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/19/2022 pursuant to which Building Permit No. 48306 dated 9/16/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with rear covered porch rear deck outdoor shower, covered front entry and screened porch as applied for. The certificate is issued to Rosenbaum,Charles&Landman,Kimberly of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1045 16/26/2023 ELECTRICAL CERTIFICATE NO. 48306 9/15/2023 PLUMBERS CERTIFICATION DATED 10/13/2023 N Phi wo lu mg&Hej9ing 0 Aut on e S nature �Suffet c TOWN OF SOUTHOLD moo aye BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "oy • o�� SOUTHOLD, NY col � yo a, 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#: 48306 Date: 9/16/2022 Permission is hereby granted to: Rosenbaum, Charles 608 President St Apt 4A Brooklyn, NY .11215 To: Construct new single family dwelling as applied for, with SCHD & Trustees #9984 approvals and DEC letter of no jurisdiction. At premises located at: 6710 Soundview Ave, Southold SCTM #473889 Sec/Block/Lot# 59.4-6.2 Pursuant to application dated 6/20/2022 and approved by the Building Inspector. To expire on 3/17/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR.ALTERATION $1,443.20 CO-NEW DWELLING $50.00 Total: $1,493.20 i Building Inspector OF SO!/r�ol h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 hQ sean.devlin(-D-town.southold.ny.us Southold,NY 11971-0959 O`ycouff N,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Charles Rosenbaum Address: 6710 Soundview Ave city:Southold st: NY zip: 11971 Building Permit#: 48306 Section: 59 Block: $ Lot: 6.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Retrofit Electric License No: 60131 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 42 Ceiling Fixtures 25 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures 9 Smoke Detectors 4 Main Panel 150X2 A/C Condenser 1 Single Recpt Recessed Fixtures 25 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan 6 Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt G8S Emergency Strobe Heat Detectors Disconnect Switches 9 4'LED 2 Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, Micro, Cooktop, Hood, 150A Panel 30 Circuit/ 16 Used, 150A Panel 30 Circuit/21 Used, Garbage Disposal, 20A Combo Breaker 17,15A ARC 9 Notes: New One Story Inspector Signature: Date: September 15, 2023 S.Devlin-Cert Electrical Compliance Form t Q sa�,T,y Town Hall Annex LIS- .t Telephone(631)-7654802 54375 Main Road . Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTIH[OLD CERTIFICATION. Date: kI3/3 Building Permit No. f �b Owner: F)oSan b.tJM (Please priinnt) i Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 13 day of (Jc , 20 Z�J MICHAEL H.OLIV OF N�YoWc NOTARY PUBLIC,sTAT010L6040065 Notary Public, bounty Registration No Qualified in Suffolk nl un 2026 Commission Expires Ap jqv� O��Of SOUIyo � # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ FOUNDATION 1ST /I� [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT N [ ] PRE C/O [, ],d(RENTAL REMARKS DATE t '?/ INSPECTOR ho�aOF SOUIyo� q% TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ]�FOUNDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND AIY> [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE'RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 10 DATE INSPECTOR Mo� OF SOUI* # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECT ON [ ] FOUNDATION 1ST U L13G. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: SUVV'UAr DATE 0 INSPECTOR OF SOOTyo� TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ( [ PRE C/O [ ] RENTAL REM KS: O 1 l/wl V�1 �cesswe� DATE 1 F �f- u v W7117 INSPECTOR q soulyo� �/�")v 716 * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [/ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: O. C �' C &2 G v 9-SI o ./vt Aj4 DATE 2 INSPECTOR 75� �� ho��OF SOl/Th°� # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [rINS UGH PLBG.FOUNDATION2ND ULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: cl `c�' mu�1 1vi 5744/b S i 1�n as i yqkb — Ida, 3 cM/ -I omo4c�> DATE 3 Y�v�! INSPECTOR SOUTyO� �0 V l 10 So v-,LJ v j-a i-A # * TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) `ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Gn e Ao DATE INSPECTOR OF SOGTyo� * # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINALOV, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: A DATE INSPECTOR SOGTy�# TOWN OF SOUTHOLD BUILDING DEPT. `ycou�me�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL N� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C) �R� DATE O INSPECTOR fqf so (/ # TOWN OF SOUTHOLD BUILDING KEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 1� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: p &<4t�L,&+ju--C, e_.� Lo � �SUVV DATE IeO �/ INSPECTOR fZ 4 ,�--,� _'+ i \f *,�•. .j,' �5��1.� ,Rti(1��Q1�jy'�, 2 .�,Y }� �cY Y:� �. �;. 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CELL 631-813-0395 October 10T", 2023 7-es t Ott- Notice John DeVito Site RE:6710 Soundview Drive SAME Southold NY 11971 (631)365-2888 idevito9@verizon.net Description Target Unit Test Result Compliance Pass/Fail Duct Blaster Test— < cfm25 sf cfm25=4/100 sf 20PCITS NYECCC 403.3.4<4 cfm/100 sf N/A Total Leakage D IN CONDITIONED SPACE—N/A R403.3.7 i Duct Blaster Test.- < cfm25 sf cfm25 =4/10 ERS Rating Method N/A Leakage.To Outside - DUCTS IN CONDITIONED SPACE—N/A R403.3.7 Blower Door 7 < 1,228 cfm50 24,570 v 605 cfm50 1.48 ACH 2O20 NYECCC 402.4.1.2<3 ACH Pass Test Out Conditions—F indoors,F Outdoors, No Wind—Stan and Level Accuracy—RESNET Multi Point Test Performed [Date] I,Anthony!ones, Certified HERS Rater#3808022,Tested an V ied the Above Structure to be in Compliance with 2020 NYECCC as it Pertains to Air Leakage and Duct Leakage Requirements AKkh0wUj0weS HERS Rater, BPI BA, BE, HP, ASHP Digitally Signed 1 0/1 0/2023 8:59 PM FIELD INSPECTION REPORT • ' ICJ • �� V V1,14® 'W / ROUGH FRAMING& PLUMBING 04 �0 � _ .� f.� �o�sufFac,��oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 'yam• a�� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtomLnny.gov 1� Date Received APPLICATION FOR BUILDING PERMIT p i For Office Use Only PERMIT NO. 4e30 Building Inspector: MAY 19 2022 BUILDING DEPT EP Applications and forms must be filled out in their entirety. Incomplete TOWN OFSOUTH6LD applications will not be accepted. Where the Applicant is not the owner,an. Owner's Authorization form(Page 2)shall be completed. Date:10/25/2021 OWNER(S)OF PROPERTY: Name:Charles Rosenbaum SCTM#1000g^ Project Address:6710 Soundview Avenue, Southhold 11971 Phone#:202-421-8873 Email:chosenbaum@gMail.com Mailing Address:6710 Soun_dview_Avenue ,CONTACT PERSON Name:Stephanie ROdneYv Mailing Address_200 Park Avenue South, New York.NYR 10003 Phone#:212-477-7700 Email:stephanie@dhd.nyc DESIGN PROFESSIONAL INFORMATION: Name:David Howell Mailing Address:200 Park Avenue South, New.York NY 10003 Phone#:212-477-7700 Email:david @ dhd.nyC� CONTRACTOR INFORMATION: ' Name:John De Vito Mailing Address: 17 Mayfield Dr MasticBeach, NY 11976 Phone#: �� rj �Z� Email: jdevito9@verizon.net DESCRIPTION OF PROPOSED CONSTRUCTION . ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes 8No 1 PROPERTY INFORMATION - Existing use of property: Intended use of-property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this-property? ❑Yes ®No IF YES, PROVIDE A COPY. ,B;=Check Box After Reading: The owner/contractor/design.professional is responsible for all drainage and ston'o 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;CountyiNew 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 name):John De Vito BAuthorized Agent ❑Owner Signature of Applica • Date: (4 j Z'8' /ZZ STATE OF NEW YORK) SS: COUNTY OF ) _Zye� n e ��ro being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the c4 -_e (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 I /� day of 20 �� l Not ry Public YAU S.CENG NOTARY PUBLIC,STATE OF NEW YO PROPERTY OWNER AUTHORIZATION Registration No.OICE6267779 (Where the applicant is not the owner) Qualified-in Suffolk County i Commission Expires Aug.20,2Q I Charles Rosenbaum residing at 608 President Street, Apt 4A Brooklyn, NY 11215 do hereby authorize John De Vito to apply on my behalf to the Town of Southold Building Department for approval as described herein. 0 4/28/2022 Owner's-Signature Date Charles Rosenbaum Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Charles Rosenbaum residing at 608 President Street, Apt 4A, (Print property owner's name) (Mailing Address) Brooklyn, NY 11215 do hereby authorize John DeVito (Agent) to apply on my behalf to the YAU S.CHNG Southold Building Department. NOTAR UBUI STATE OFNEW YORK Regis4ra' No.OICE6267779 Qualified in Suffolk County . �Cammission Expires Aug.Z0,20 Z 4/28/2022 (Owner's ignature) (Date) Charles Rosenbaum (Print Owner's Name) I f °' �1°f• his - f' '+'' ii'' "" •dl° 1'.i�. �� ° ; .`+:• BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK F g ; s+ 'PERMIT NO.9984 DATE: SEPTEMBER 15,2021 y ,x '`°• ISSUED TO: CHARLE ,ROSENBAUM a PROPERTY ADDRESS: 6710 SOUNDVIEW,AVENUE,SOUTHOLD �� SCTM#1000-59-8-6.2 + AUTHORIZATION w`. ;;•f'i Pursuant to the provisions of Chapter 275 of the Town Code, of the Town of Southold and in '.t accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 15, 2021, and in consideration of application fee in the sum of$250.00 paid by'Charles Rosenbaum and subject to,the 1 ' Terms and Conditions as stated in the Resolution the Southold Town Board of Trustees authorizes and permits J " the following: L .Af Wetland Permit to install.a new gravel driveway connecting to the existing one; delineate the "10 landward edge of the 50' non-disturbance buffer with either a-split-rail,fence(using non- j treated wood posts),a stone wall,or boulders with native plantings,all with sufficient E - elevation/spacing/penetrations in the wall or boulders to allow the natural flow/passage of water and small animals that inhabit this area; some clearing will be executed,with a lawn in t` front of the house; the installation of underground water and electric services; and the •f! `` installation of silt fencing during construction to protect the wetlands;with the condition that ;,•f the delineation of the non-disturbance buffer be a split rail fence; and as,depicted on the site d=' plan prepared b studio a/b architects dated June 22 2021 and stamped approved on P P P Y > P PP '• 1 September'15,2021. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these k. presents to be subscribed by a majority of the said Board as of the 15th day of September,2021. ®g n c•. a eyf H 1 1„�^ ,, w•e.,I+ wt, a9 � 1e°° 1°1�•� a "':y,•'Q('a+ll 111ra E..�: ;„°.6 �,Mi" n,,' 7R,fi d„°c g� P F': . ::. r. � e:� °::=•''•,F•X 'Yie., �: A •.4: !t,s,b. r, _�, +� f,;�". TERMS AND CONDITIONS The Permittee Charles Rosenbaum residing at 6710 Soundview Avenue, Southold,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence.to anyone concerned that authorization was originally.obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 1 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove.or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar .days of issuance of this permit. 9. That.the,said Board will be notified by the Permittee of the completion of the work authorized. 10. That the.Permittee will obtain all other permits and consents that may be required supplemental to thispermit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in _ order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President O�®,Tr- SOUTy�I Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly rr, Telephone(631)765-1892 Elizabeth Peeples U� Fax(631) 765-6641 l/r�Q �� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2104C Date: November 1, 2023 THIS CERTIFIES that the installation of a new gravel driveway connecting to the existi n one: delineate the landward edge of the 50' non-disturbance buffer with either a split-rail fence(usin non-treated wood posts) a stone wall or boulders with native plantings all with sufficient elevation/spacing/penetrations in the wall or boulders to allow the natural flow/passage of water and small animals that inhabit this area: some clearing will be executed.with a lawn in front of the house:the installation of underground water and electric services:and the installation of silt fencing during construction to protect the wetlands:with the condition that the delineation of the non-disturbance buffer be a split rail fence; At 6710 Soundview Avenue, Southold Suffolk County Tax Map#1000-59-8-6.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 5,2021 pursuant to which Trustees Wetland Permit#9984 Dated September 15,2021,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the installation of a new gravel driveway connecting to the existing one: delineate the landward edge of the 50' non-disturbance buffer with either a split-rail fence(using non-treated wood Dosts) a stone wall or boulders with native plantings, all with sufficient elevation/spacing/penetrations in the wall or boulders to allow the natural flow/passage of water and small animals that inhabit this area: some!clearing will be executed with a lawn in front of the house; the installation of underground water and electric services: and the installation of silt fencing during construction to protect the wetlands:with the condition that the delineation of the non-disturbance buffer be a split rail fence. The certificate is issued to Charles Rosenbaum owner of the aforesaid property. ., Authorized Signature NEW YORK STATE DEPARTMENT OF [ENMR%,*A NTA,L CON SERVATUON Divioiarn of Gzaavironment®i Permits,Region 9 SUNY @ Stony gook,50 Circle Road,Stony Brook,MY 11790 P.(631)444-03651 F:(631)441-f'360 wwrva.dec.nygov LETTER 00 NA JURISDICTION FRESHWATER WETLANDS ACT August 11th,2021 Charles Rosenbaum Rosenbaum Property 608 President Street Brooklyn, NY 11215 Re: DEC Application#1-4738-04832/00001 Rosenbaum Property:6710 Soundview Avenue,Southold,NY 11971 Install new I/A OWTS system and SFD Dear Applicant; Based on the information you submitted,the New York State Department of Environmental Conservation has determined that the entire parcel referenced above,as shown on the survey prepared by Scalice Surveying,dated 06/22/2021 is more than 100 feet from DEC regulated freshwater wetlands. Therefore,no permit is required pursuant to the Freshwater Wetlands Act(Article 24)and its' implementing regulations(6NYCRR Part 663)to conduct regulated activities landward-of this property line. Be advised, all construction,clearing, and/or ground disturbance must remain more than 100 feet from the freshwater wetland boundary. In addition, any changes,modifications, or additional work to the project as described, may require DEC authorization. Please contact this office if such activities are contemplated. 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, f cc: NYSDEC-Habitat Kevin Kispert Studio A/B Architects Permit Administrator 7 A��tivYCir!Ii ��1'taB®f�ad@�$ cNdGltl r�4 arn,,,,an•' �savl►-onrnen�l .�, Consrs vatlan , IpF x4t DING DEPARTMENT- Electrical Inspector \4TOWN OF SOUTHOLD ��r�� T ow �Annex - 54375 Main Road - PO Box 1179 • j I Southold, New York 11971-0959 �� P � ��&thone (631) 765-1802 - FAX (631) 765-9502 � � �' utholdtownn ov seand southoldtownn ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 4 �p Company Name: -2i- Electrician's Name: License No.: M - 261 Elec. email:4� -C ; yM Elec. Phone No: qoo 9-:�a 1 E,91 request an email copy of Certificate of Compliance Elec. Address.: o vlo2 QJ0 holo JOESITE INFORMATION (All Information Required) Name: Address: O Cross Street: Phone No.: �- BIdg.Permit-#: 30 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 1 5A) Square Footage: Circle AH That Apply: Is job ready for inspection?: ® YES NO L_e, h In D Final Do you need a Temp Certificate?: ® YES D NO Issued On �`(S� 155t1-td Temp Information: (All information required) Service SizeFv--11 Ph03 Ph Size: C A # Meters � Old Meter# New Service Fire ReconnectOFlood ReconnectOService ReconnectSUnderground DOverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? 0 Y N Additional Information: PAYMENT DUE WITH APPLICATION Ld arti PERMIT 9 Address: Switches Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW 1 Exhaust Oven ' W/D,;7 Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC C AH Hood Service Amps Have Used >pecial: �}' D :omments `� \ V✓ J I (� - V 0( - �r 4444' 1� 1 Ij ©veo � � $pose ) 400cl �oS�TFF01K�® BUILDING DEPARTMENT-Electrical Inspector �® Gy TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone 631)765-1802 ' `. Temporary Certificate # Date ( � 2023 Customer Name jfs Se!Ir CLtL h Electrician Nameef Address OtO aU,11JVjtj.J l/( L ?, D Phone , /-� C)U e-mail e-mail Qg' �t� �(t��✓ILpnC , IX ,Ct/1,�, Phone Z License# Size (�J�A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 da om the date above. Authorized by ---------------------------------------------- � ', t% t��:�tom;.;►� �iJ ? �t ¢� e® � ^� a SOU ° % .•��..��`:wv' hF.'--',�a�x sag 6: & I°I r; 107 L I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE Date 10n6123 H.S. Ref. No. R-21-104e n The sewage disposal and water supply facilities at this location have been / --_-- .ti•'1 inspected and/or certified by this Department or other agencies and found N 5;eel �� e J to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. d d 11yi€€ CRAIG KNEPPER,P.E.,CHIEF 4 j Office of Wastewater Management C� _ €o�Ife 91&ss• O�3zde�pU§°a oe • m,w oo Ill1� GRAPHIC SCALE `� • ai�ssPsl�Y�t/ �(°im(�i®m m.n.®.nmm. mn osmo°�o°w ms°.o m�vwm� W t 9��{ � I �� Dwyer, Nancy From: Dwyer, Nancy Sent: Tuesday,June 21, 2022 1:45 PM To: Jd evito9@verizo n.net'; 'david@dhd.nyc' Subject: 6710 Soundview Avenue Good afternoon, I am reviewing the application and plans for the proposed Rosenbaum residence in Southold. Please note,there are several additional items which need to be provided on the drawings in order for us to complete a review and issue a building permit. They are noted as follows: -Title page general notes refer to-the 2012 building code. The plan's need to be incompliance to the 2020 Residential Code of NYS.✓ -Include.all design criteria,wind speeds,seismic design,climatic and geographic design, etc. -Provide load calculations. -Nailing schedules,fastening and strapping details. -Eg'l ss is required in the basement-a bilco (bulkhead enclosure) is not an acceptable form of egress. Additionally, ple se remove the Poor which separates the recreation room from the hall. -Indicate all smoW4 and carbon monoxide detection as per code. -Provide light/vent calculations within the bedrooms and basement finished space. ' -Provide building sections..there are markers referring to sections on pages A3.x as well as A5.x however none of those pages have been included with the sets provided to us. -Give deck framingifo. Additionally, please indicate the code required landing outside of the hinged door located within the library. / -Give roof framing info. ✓ -Indicate all construction details and information. (including girders, headers, etc.) -Provide a plumbing riser diagram.✓ -Insulation call outs and specs. If you have any questions regarding the requested info, please feel free to reach out to the building department. Thank you, .��znc_y Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 i Mejia, Evelin From: Mejia, Evelin Sent: Wednesday, December 20, 2023 11:43 AM To: 'stephanie@dhd.nyc' Subject: 6710 Soundview Avenue Southold Attachments: ####48306tix_20231'220112917.pdf Good morning, The following items are needed in order to issue the Certificate of Occupancy for Building Permit#48306 located at the above address. 1. Placard VF 2. Trustees Certificate of Compliance 3. Board of Health Final Survey Attached is the Final Inspection Ticket on file. Kind Regards, Evelin Mejia Town Of Southold Building Department Annex Building 54375 Main Road- Southold, NY 11971 (631)765-1802 1 J 1 Suffolk County Dept of ' Labori Licensing&Consume'r Affairs HOME IMPROVEMENT LICENSE Name ' jj 2 JOHN M DEVITO Business Name This certifies that the NJC CONTRACTING.C_ORP bearer is duly licensed by the County of suffollc :.Y. License Number:H-45382 _< Rosalie"Drago. Issued: 10/08/2008 Commissioner Expires:, 10/01/2022 No Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured 631-395-5127 NJC Contracting Corp. 17 Mayfield Drive 1c.NYS Unemployment Insurance Employer Registration Number of Mastic Beach,NY 11951 Insured Work Location of Insured(Only required if coverage is specifically limited to Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-tip Policy) lumber 20-8131825 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Continental Indemnity Company Town of Southold 3b.Policy Number of Entity Listed in Box"1a" 53095 Route 25 46-757513-01-01 PO Box 1179 Southold,NY 11971 3c.Policy effective period 1/28/2022 to 1/28/2023 3d.The Proprietor,Partners or Executive Officers are ❑ included.(Only check box If all partnerstotftcers Included) ❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"I a"for workers' compensation under the New York State Workers'Compensetion Law.(To use this form,New York(NY)must be listed under Item 3 on the INFORMATION PAGE of the workers'compensation insurance policy).The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate.(These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"36",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note:Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Kevin Brazier (Print name of authorized represents Iva or licensed agent of insurance carrier) Approve<. . (Signature) (Date) er Telephone Number of authorized representative or licensed agent of insurance carrier. 631-286-1400 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C405.2.Insurance brokers are NOT authorized to issue it. C-105.2(947) www.wcb.ny.gov i S workers' CERTIFICATE OF INSURANCE COVERAGE YORt< STATE Comj�ensation Board NYS DISABILITY"AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured NJC CONTRACTING CORP' 631-395-5127 17.MAYFIELD DRIVE MASTIC BEACH,NY 11951 !; 11c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Onlymquired ifcoverage is specificallylimiled to certain locations in'NetvYork Slate,i.e.,wrap-up Policy)• 2081.3.1825 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ` ShelterPoint Life insurance Company TOWN OF SOUTHOLD 53095 ROUTE 25 3b.Policy Number of Entity Listed in Box"1 a" PO BOX 1,179 DBL571619 SOUTHOLD, NY •11971 3c.Policy effective period 01/01/2022 to 12/31/2022 4. Policy provides the following benefits: { ® A.Both disability and paid family leave benefits. 'E] B.Disability benefits only. Q C.Paid family leave benefits only. 5. Policy covers: ,® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. I B.Only the following class or classes of employer's employees: 'i a Under penalty of perjury.I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 5/312022 By. (Signature of insurance card Ws authorized representative or NYS Licensed insurance Agent of that insurance carrier) Telephone Number 51&829-8100 Name and Title Richard White,:Chief Executive Officer 'IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. I if Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section'220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must�be emailed to'PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO'Box 5200, Binghamton,'NY 13902-5200. PART 2.To be completed by the iVYS Workers'Compensation Board (only if sox 4B,'4C or 58 have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation'Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) �IIIIIIiIiIIIIII�IIIIIIIiIIillllllll2llllli(1IIII > (Illftl Yo KR Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured 631-395-5127 NJC Contracting Corp. 17 Mayfield Drive 1c.NYS Unemployment Insurance Employer Registration Number of Mastic Beach,NY 11951 Insured Work Location of Insured(Only required if coverage is specifically limited to Federal Employer Identification Number of Insured or Social Security certain locations iri IVew York State,i.e:,a Wrap-Up Policy) Number 20-8131825. 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Continental Indemnity Company Town of Southold . 3b.Policy Number of Entity Listed in Box"le 53095 Route 25 46-757513-01-01 PO Box 1179 Southold,NY 11971 3c.-Policy effective period 1/28/2022 to 1/2812023 3d.The Proprietor,Partners or Executive Officers are ❑ included.(Only check box tf all partners/officers Included) ❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"I a"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY),must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy).The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2" The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage Indicated on this Certificate.(These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note:Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license'or contract issued by a certificate holder,the business must provide that certificate holder with a' new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that 1 am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Kevin Brazier (Print name of authorized represents Iva or licensed agent of Insurance carrier) Approve<- 7— E�2 (Signature) (Date) ner Telephone Number of authorized representative or licensed agent of insurance carrier. 631-286-1400 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C405.2.Insurance brokers are NOT authorized to issue it. "— C-105.2(947) www.wcb.ny.gov Additional Instructions for Form 1313-120.1 By signing this form,the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in Box I for disability and/or Paid Family Leave benefits under the NYS Disability and Paid Family Leave Benefits Law.The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage(Certificate)to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate.(These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c,whichever is earlier. This Certificate is issued as a matter of information only and confers no rights upon the certificate holder.This Certificate does not amend,extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or Paid Family Leave benefits policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Insurance Coverage for NYS disability and/ or Paid Family Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board,commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special Vatute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however,shall be construed as creating any liability on the part of such state or municipal department, board,commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department,board,commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment,as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand eighteen,the payment of family leave benefits for all employees has been secured as provided by this article. 013420.1 (12 21)Reverse AC ® CERTIFICATE OF LIABILITY INSURANCE DA7E(MHLDDIYYYY) 5/3/2022 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(les)must be endorsed. It SUBROGATION IS WAIVED,subject to the terns 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 endorsement(s). PRODUCER CONT ACT Debra Ferraro NA Brazier Insurance Agency PHDNE.tth (631)286-1400 ac No: I63132e6-140e 1745 Montauk Highway ADDRESS,brazier-debra@optonline.not tNSU S AFFORDING COVERAGE NAIC 0 Beliport BY 11713 INSURERA:Southwest Marine S General Insurance Cc INSURED INSURER B:Merchants Mutual 23329 NJC Contracting Corp INSURERC: 17 Mayfield Drive INSURER O: INSURER E Mastic Beach NY 11951 INSURERF: COVERAGES CERTIFICATE NUMBER:CL225320320 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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. INBR TYPE OF INSURANCE POLICY NUMBER M=Y EFF M PO ©W LTR MmIDDr LIMITS X COMMERCIAL GENERAL LIABUM EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE OCCUR P E ISFS Eeooeu S 100,000 X OL2021RLB00488 11/1/2021 11/1/2022 MED EXP Ono raw) S 5,000 PERSONAL A ADV INJURY S 1,000,000 GENLAGGREGATELIMITAPPLIESPER: GENERALAGGREGATE S 2,000,000 X POLICY❑JEC LOC PRODUCTS-COMPIOPAGG S 2,000,000 OTHER: S AUTOMOBILE LIABILITY 2,0MBI�N=SINGLE LIMB S 300,000 B H ANY AUTO BODILY INJURY(Perperoon) S ALL OWNED X SCHEDULED CRPX081373 4/17/2022 4/17/2023 BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE S HIRED AUTOS AUTOS er ecrJde PIP-Addttloral S 150,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE S EXCESS UAB CLNMS•MADE AGGREGATE S DED I I RETENTION S S WORKERS COMPENSATION P OTH. RS'AND EMPLOYE LIABILITY Y I N ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT S OFFICERIMEMBER EXCLUDED? N I A (Mandatory In NH) E.L DISEASE-EAEMPLOYEE S Ityyaass deaa!be under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Addrdonal Remarks Sehoduto,may be attached B mom space Is required) The certificate holder is additional insured with respect to General Liability coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 Southold, NY 11971 AUTHORIZED REPRESENTATIVE mmbem Kevin Br r/DEB AndmitedBroker @ 1988-2014—ACQRD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are istered marks of ACORD INS025 gouot) Y y.nl< Workers' CERTIFICATE OF INSURANCE COVERAGE . STATE ATE Corn:iensatlon j Boartt MYS DISABILITY AND PAID-FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability,and,Paid Farpily"Leavip benefits cairrie",or licensed insurance agerft of that carrier Ia.Legal Name&Address of Insured(use'stree(ad.drks'orly) "Ib.Business Telephone Nurnber'of Insured NJC CONTRACTING.CORP. 631395-:51-27 17 MAYFIELD DRIVE MASTIC BEACH,NY:11951 I c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Ontyiequked if coverage is specifically Amilod to certain locations in'Neiv York State,i.e.;Wrap-Up Policy) 208131825 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD- 53095 ROUTE 25, _.3b.Policy Numb I er of Entity Listed in Box"Ia" DBL57161'9 -PO-BOX,.1.179 -SOLITHOLD; NY :11971 3c..Policy bffective'odfiod O1101/2022 to 4. Policy provides the following benefits: A.Both disability and paid family leave benefits. B.Disability benefits only. Fl.C.Paid family leave benefits only. 5. Policy covers: Rjy A.All of the empIdy&s employees eligible under the NYS Disability and Paid Fa mily Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury.I certify that I"am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS,Disability and/or Paid Family Leave Benefits insurance coverage as described above. 5/M022- I WT Date Signed By Gl�� (Signature of insurance carrier's authorized representative or NYS Licensed Insuranc6'Agent of that insurance carrier) " . Telephone Number ''51'6-829-8100 Name and Title Richard White, Chief E.XCiCU'6ve Officer IMPORTANT: If Boxes 4A and 5A.are checked,,aind this form is signbd by the insurance carrier's authorized reipresefitative,or"NYt Licensed Insurance Agent of that carrier,this certifiicatp`is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked, this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.,It mus6be emailed to PAU@vjcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation,Board,(Only-i(Box 413,4iC or 513 have been checked) i State of N6w York Workers' Compe Compensation Board According'to information maintained by the NYS Workers'Compensat.ion'Board,the above-named employer has complied with the NYS Disability and'Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date'Signe d! By (Sinn,ilture of Author-tied NYS Workers'Compensation Board EMP10712'e) Telephone Number Name and Title Please Note:Onfy insurance carriers licensed to write NYS dis6bilify and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form D1342.0.1.Insbrance brokers are NOT authorized to issue this form. DB-120.1 (12-21) IIIIIIIIIfIBIIIIIIItllllll[(IIIIIIIIItIII(Ilfllllll 12-21) ACCOR O® MYM CERTIFICATE OF LIABILITY 5/ /20 INSURANCE DATE(r3/20Y2 22 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(les)must be endorsed. If SUBROGATION IS WANED,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 endorsemerlt(8). PRODUCER RMT E GT Debra Ferraro Brazier insurance Agency PHONE (631)286-1400 (FAX No): (631)286-1406 1745 Montauk Highway ADDRESS:brazier-debra@cptonline.net INSU S AFFORDING COVERAGE NAIC a Beliport NY 11713 INSURERA:Southwest Marine 6 General Insurance Cc INSURED INSURER a:Merchants Mutual 23329 NJC Contracting Corp INSURERC: 17 Mayfield Drive INSURERD,. INSURER E Mastic Beach NY 11951 1 INSURERF: COVERAGES CERTIFICATE NUMBER:CL225320320 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEDABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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. INSR POLICY EFF � OY TYPE OF INSURANCE POLICY NUMBER MM/LI EXP B LT UNTO X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 A CLAIMS- ADE [i]OCCUR PREMISES $ 100,000 X OL2021RLE00488 11/1/2021 11/1/2022 MED D(P pia teen) S 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENLAGGREGATELIMITAPPLIESPER: GENF.RALAGGREGATE 5 2,000,000 q ❑JEIRO- POLICYT LOC PRODUCTS-COMPIOPAGG S 2,000,000 OTHER: S AUTOMOBILE LIABILITY COMBINED SINGLE UMIT BI S 300,000 B ANYAUTO BODILY INJURY(Par Person) S ALL OWNED X AUTOS A CAP2081373 4/17/2022 4/27/2023 BODILY INJURY(Par accident) S HIREDAUTOS NON-OOSWNED PROPERTY DAMAGE S PIP-Addtdonal S 150,000 UMBRELLA LID OCCUR EACH OCCURRENCE S EXCESS UA13 HCLAIMS*ME AGGREGATE $ DED I I RETENTIONS I S WORKERS COMPENSATION OTH- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMEREXdUDFJ77 MIA N (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S "IyS"aa describe under DESCRIPRON OF OPERATIONS bet. E.L.DISEASE-POLICY LIMB S ,____ I I:L DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Sehadule,may be attached N more apace Is required) The certificate holder is additional insured with respect to General Liability coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 Southold, NY 11971 AUTHORIZED REPRESENTaTIvB � abean Kevin Br r/DEBr @ 1988-2014-IkCQ.RD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are istered marks of ACORD INS025(2omol) Generated by REScheck-Web Software C.8�ej Compliance Certificate Project 6710 Soundview Ave - Southold Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 0 deg. from North Conditioned Floor Area: 1,804 ft2 Glazing Area 24% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 6710 Soundview Ave David Howell Southold, NY 11971 DHD Architecture PC 200 Park Ave S Suite 1401 New York, NY 10003 212-477-7700 david@dhd.nyc Compliance: Passes using performance alternative Compliance: 4.5%Better Than Code Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Roof 1: Flat Ceiling or Scissor Truss 947 50.0 0.0 0.026 0.026 25 25 Roof 2: Cathedral Ceiling 726 50.0 �0.0 0.021 0.026 15 19 Wall-North Main:Wood Frame, 16" o.c. 519 40.0 0.0 0.043 0.060 19 27 Orientation: Front Window 5: Other SHGC: 0.32 22 0.270 0.320 6 7 Orientation: Front Window 6: Other SHGC: 0.32 22 0.270 0.320 6 7 Orientation: Front Window 7: Other SHGC: 0.32 22 0.270 0.320 6 7 Orientation: Front Window 8: Other SHGC: 0.32 11 0.270 0.320 3 4 Orientation: Front Project Title: 6710 Soundview Ave - Southold Report date: 09/01/22 Data filename: Page 1 ofll Prop.Gross Area Cavity Cont. Prop. Perimeter Wall-North Upper: Wood Frame, 16" o.c. 204 40.0 0.0 0.043 0.060 7 9 Orientation: Front Window 20: Other SHGC: 0.36 12 0.270 0.320 3 4 Orientation: Front Window 21: Other SHGC: 0.36 12 0.270 0.320 3 4 Orientation: Front Window 22: Other SHGC: 0.36 12 0.270 0.320 3 4 Orientation: Front . Window 23: Other SHGC: 0.36 12 0.270 0.320 3 4 Orientation: Front Wall -North Porch:Wood Frame, 16"o.c. 99 40.0 0.0 0.043 0.060 4 6 Orientation: Front Wall-East Main 1:Wood Frame, 16" o.c. 149 40.0 0.0 0.043 0.060 5 7 Orientation: Right side Window 8: Other SHGC: 0.36 11 0,270 0.320 3 4 Orientation: Right side Window 9-10: Other SHGC: 0.36 22 0.270 0.320 6 7 Orientation: Right side Wall-East Main 2: Wood Frame, 16" o.c. 183 40.0 0.0 0.043 0.060 7 10 Orientation: Right side Window 11-12: Other SHGC: 0.36 22 0.260 0.320 6 7 Orientation: Right side Wall -East Porch (south):Wood Frame, 16" o.c. 75 40.0 0.0 0.043 0.060 2 3 Orientation: Right side Door 110-1: Glass Door(over 50%glazing) SHGC: 0.36 21 0.260 0.320 5 7 Orientation: Right side Wall -South Main:Wood Frame, 16"o.c. 355 40.0 0.0 0.043 0.060 3 5 Orientation: Back Door 108-2: Glass Door(over 5.0%glazing) SHGC: 0.36 21 0.260 0.320 5 7 Orientation: Back Door 109-3: Glass Door(over 50%glazing) SHGC: 0.36 125 0.280 0.320 35 40 Orientation: Back Window14: Other SHGC: 0.36 43 0.270 0.320 12 14 Orientation: Back Window15: Other SHGC: 0.36 ( 43 0.270 0.320 12 14 Orientation: Back Window13: Other SHGC: 0.36 43 0.270 0.320 12 14 Orientation: Back Wall -South Kitchen: Wood Frame, 16"o.c. 93 40.0 0.0 0.043 0.060 3 4 Orientation: Back Window 16-17: Other SHGC: 0.36 22 0.260 0.320 6 7 Orientation: Back Wall-South PB Closet:Wood Frame, 16" o.c. 131 40.0 0.0 0.043 0.060 5 7 Orientation: Back Project Title: 6710 Souridview Ave - Southold Report date: 09/01/22 Data filename: Page 2 ofll Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Door 107-1: Glass Door-(over 50%glazing) SHGC: 0.36 21 0.260 0.320 5 7 Orientation: Back Wall -West Main:Wood Frame, 16"o.c. 354 40.0 0.0 0.043 0.060 14 20 Orientation: Left side Window 18-19: Other SHGC: 0.36 22 0.260 0.320 6 7 Orientation: Left side Wall -West Porch:Wood Frame, 16" o.c. 96 40.0 0.0 0.043 0.060 4 5 Orientation: Left side Door 101-1: Glass Door(over 50%glazing) SHGC: 0.36 8 0.260 0.320 2 3 Orientation: Left side Floor: Slab-On-Grade(Heated) 207 20.0 0.557 0.645 0 0 Insulation depth: 4.0' Foundation Wall-North: Solid Concrete or Masonry Orientation: Front Wall height: 4.2' 260 0.0 20.0 0.049 0.059 13 15 Depth below grade: 3.0' Insulation depth: 4.0' Foundation Wall -North Porch: Solid Concrete or Masonry Orientation: Front 21 0.0 20.0 0.049 0.059 1 1 Wall height: 4.2' -Depth below grade: 3.0'� Insulation depth: 4.0' Foundation Wall-East Main 1: Solid Concrete or Masonry Orientation: Right side 63 0.0 20.0 0.049 0.059 3 4 Wall height:4.2' Depth below grade: 3.0' Insulation depth: 4.0' Foundation Wall-East Main 2: Solid Concrete or Masonry Orientation: Right side 62 0.0 20.0 0.049 0.059 3 4 Wall height:4.2' Depth below grade: 3.0' Insulation depth:4.0' Foundation Wall-East Porch (south): Solid Concrete or Masonry ) Orientation: Right side 33 0.0 20.0 0.049 0.059 2 2 Wall height: 4.2' Depth below grade: 3.0' Insulation depth: 4.0' Foundation Wall -South Main: Solid Concrete or Masonry Orientation: Back 186 0.0 20.0 0.049 0.059 9 11 Wall height: 4.2' Depth below grade: 3.0' Insulation depth: 4.0' Foundation Wall-South Kitchen: Solid Concrete or Masonry Orientation: Back _ 46 0.0 20.0 0.049 0.059 2 3 Wall height: 4.2' Depth below grade: 3.0' Insulation depth: 4.0' Foundation Wall-South PB Closet: Solid Concrete or Masonry Orientation: Back 40 0.0 20.0 0.049 0.059 2 2 Wall height: 4.2' Depth below grade: 3.0' Insulation depth: 4.0' Project Title: 6710 Soundview Ave - Southold Report date: 09/01/22 Data filename: Page 3 ofll 1 Gross Area Cavity Cont. • Prop. Perimeter Foundation Wall-West Main 1:Solid Concrete or Masonry . Orientation: Left side 107 0.0 20.0 0.049 0.059 5 6 Wall height:4.2' Depth below grade: 3.0' Insulation depth: 4.0' Foundation Wall-West Main 2: Solid Concrete or Masonry Orientation: Back 48 0.0 20.0 0.049 0.059 2 3 Wall height: 4.2' Depth below grade: 3.0' Insulation depth: 4.0' 1 Mechanical Equipment Description Fueltype Efficiency Heat Pump 8.79 HSPF, 16 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: 6710 Soundview Ave - Southold Report date: 09/01/22 Data filename: Page 4 of11 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 82.0% were addressed directly in the REScheck software" Text in the Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Secti Plans Verified Field Verified #on Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and ❑Complies :Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 I energy code compliance for the building envelope.Thermal ❑Not Observable :envelope represented on ❑Not Applicable construction documents. 103.1, !construction drawings and ❑Complies ;Requirement will be met. 103.2, !documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 I lighting and mechanical systems. ❑Not Observable :Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC (Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies :Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA I Manual or other methods � Cooling: � Cooling: :❑Not Observable J Btu/hr Btu/hr :❑Not Applicable ; approved by the code official. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 6710 Soundview Ave - Southold Report date: 09/01/22 Data filename: Page 5 ofll Section Plans Verified Field Verified ' # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.2 Slab edge insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 1 'table for values. [FO1] ;❑ Unheated ;❑ Unheated ;❑Does Not 00 1❑ Heated ❑ Heated ;❑Not Observable ❑Not Applicable i 402.1.2 (Slab edge insulation ; ft ; ft ;❑Complies ;See the Envelope Assemblies [FO3]1 'depth/length. []Does Not ;table for values. 00 ❑Not Observable I tlNot Applicable 402.1.1 iConditioned basement wall R- ; R- ;❑Complies ;See the Envelope Assemblies [FO4]1 'insulation R-value.Where interior :❑Does Not ;table for values. insulation is used,verification R- R- may need to occur during ;❑Not Observable , I Insulation Inspection. Not ;❑Not Applicable required in warm-humid locations I in Climate Zone 3. ; 303.2 Conditioned basement wall ❑Complies !Requirement will be met. [FO5]1 insulation installed per ❑Does Not manufacturer's instructions. ❑Not Observable ' ❑Not Applicable 402.2.9 ;Conditioned basement wall ; ft ; ft ;❑Complies ;See the Envelope Assemblies [FO6]1 'insulation depth of burial or :❑Does Not ;table for values. !distance from top of wall. ;❑0 I ; Not Observable ; I 1❑Not Applicable 303.2.1 A protective covering is installed ❑Complies ;Requirement will be met. [FO11]2 to protect exposed exterior ❑Does Not J insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies :Exception: Requirement is [FO12]2 controls installed. ❑Does Not not applicable. C�J ❑Not Observable []Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 6710 Soundview Ave -Southold Report date: 09/01/22 Data filename: Page 6 ofll Section- Plans.Verified Field.Verified , #, Framing/Rough-in Inspection • Complies? Comments/Assumptions &Req.ID Value ,' Value 402.1.1, 1 Glazing U-factor(area-weighted ; U- U- 1❑Complies ;See the Envelope Assemblies 402.3.1, 1 average). I ;table for values. ,❑Does Not 402.3.3, I ;❑Not Observable 4'02.5 , [FR2]1 ❑Not Applicable I 0 1 303.1.3 U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 are determined in accordance ❑Does Not ` � Q ;with the NFRC test procedure or ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 I installed per manufacturer's ❑Does Not U i instructions. ❑Not Observable ❑Not Applicable 402.4.3 'Fenestration that is not site built ❑Complies !Requirement will be met. [FR20]1 Jis listed and.labeled as meeting ❑Does Not �AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code ❑Not Applicable limits. 402.4.5 .. IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2.: sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. ❑Not Observable 1 ;'(❑Not Applicable 405.2 ;All ducts in unconditioned spaces ; R- R- ❑Complies [FR25]1 :or outside the building envelope UDoes Not ;are insulated to>_R-6.) I 1 I❑Not Observable , ❑Not Applicable 403.3.5 Building cavities are not used as ❑Complies !Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not 1EJNot Observable ❑Not•Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies Requirement will be met. [FR17]2 above 105°F or chilled fluids I !❑Does Not below 55°F are insulated to >_R- 3 ;❑Not Observable ❑Not.Applicable 403.4.1 !Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR2411 Piping. y ❑Does Not `✓ ❑Not Observable v ❑Not Applicable � • PP , 403.6 . Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. 1 d ❑Not Observable 1 ❑Not Applicable. Additional Comments/Assumptions: r 1.11 High Impact(Tier 1) '2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project-Title: 6710 Soundview Ave- Southold Report date: 09/01/22 Data filename: Page 7 of11 Section. Plans Verified Field Verified # Insulation Inspection Value Value Complies? .. Commen_is/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, l Wall insulation R-value. If this is a: R- R- I❑Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.E wall insulation on the wall ;❑ Mass ❑ Mass �❑Not Observable ' [IN3]1 ',requirement applies(FR10).exterior,the exterior insulation 0 ! ❑ Steel I❑ Steel 1EINot App•licable 303.2 ;Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 ;manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 6710 Soundview Ave - Southold Report date: 09/01/22 Data filename: Page 8 of11 Section Plans Verified Field Verified # Final Inspection Provisions Value. Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies :See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel UNot Observable 402.2.E ; :❑Not Applicable [Fill' � � � � pp I 1 1 I I 1 1 I 1 1 303.1.1.1, ;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not ; [FI2]1 !Blown insulation marked every 1 300 ft2. ❑Not Observable ; ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies :Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable ; 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = : ACH 50 = ;❑Complies :Requirement will be met. [FI17]1 lach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. UNot Observable ; ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;,Exception: All ducts and air [FI27]1 !determine air leakage with ftz ft2 ;❑Does Not ;handlers are located within ;either: Rough-in test:Total :conditioned space. leakage measured with a :❑Not Observable pressure differential of 0.1 inch ; ;❑Not Applicable ; iw.g. across the system including ;the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total !leakage measured with a I pressure differential of 0.1 inch ; w.g.across the entire system I 1 1 1 1 ;including the manufacturer's air ; handler enclosure. ; ; ; 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 :❑Complies !Exception: All ducts and air [FI4]1 i cfm/100 ft2 across the system or I ftz ft2 1❑Does Not handlers are located within <=3 cfm/100 ft2 without air :conditioned space. {handler @ 25 Pa. For rough-in ; UNot Observable tests,verification may need to ; :❑Not Applicable ; ;occur during Framing Inspection. 403.3.2.1 :Air handler leakage designated ❑Complies ;Requirement will be met. [FI24]1 I by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ; ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ;Requirement will be met. [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 1 403.1.2 Heat pump thermostat installed JE]Complies ;Requirement will be met. [FI10]2 on heat pumps. ❑Does Not i I❑Not Observable j❑Not Applicable 1 4035.1 Circulating service hot water ❑Complies ;Requirement will be met. [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 403.6.1 All mechanical ventilation system ❑Complies ;Requirement will be met. [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable ; 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 37)—71 Project Title: 6710 Soundview Ave - Southold Report date: 09/01/22 Data filename: Page 9 ofll r .Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? , Comments/Assumptions & Req.ID 403.2 Hot water boilers supplying heat []Complies ;Requirement will be met. [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor []Not Applicable ; temperature. 403.5.1.1 Heated water circulation systems ❑Complies ;Requirement will be met. [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for ; circulating hot water system pumps start the pump with signal for hot water demand within the ; occupancy. Controls automatically turn off the pump when water is in circulation loop ; is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies :Exception: Requirement is [FI29]2 jcomply with IEEE 515.1 or UL ❑Does Not :not applicable. 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable ; desired water temperature in the piping. ' 403.5.2 Demand recirculation water ❑Complies ;Requirement will be met. [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable ,1 piping to <= 1049F. 403.5.4 Drain water heat recovery units ❑Complies ; [F131]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side x pressure loss of drain water heat ❑Not Observable ; recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- ; side pressure loss of drain water 1 heat recovery units< 2 psi for individual units connected to ; three or more showers. l 403.10.1 Readily accessible switch on ❑Complies ; [FI12]3 heaters for swimming pools or ❑Does Not permanent in-ground spas. Switch operation does not ❑Not Observable ; change heater thermostat ; ' ❑Not Applicable setting. Heater circuit breaker is installed independent of switch. l Gas-fired heaters equipped with I ignition pilots that are not continuously burning pilots. 403.10.2 Timer switches or other ❑Complies ; [FI19]3 automatic preset schedule ❑Does Not control method are installed on heaters and pumps serving pools ❑Not Observable ❑ and permanent Not.Applicable 403.10.3 Outdoor heated pools and JE]Complies ; [F120]3 outdoor permanent spas have a i:' []Does Not vapor retardant cover. ❑Not Observable ; ❑Not Applicable 1 High Impact(Tier 1) 1 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 6710 Soundview Ave - Southold Report date: 09/01/22 Data filename: Page 10 of11 Section rPlansVerified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 404.1 190%or more of permanent ❑Complies [FI6]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies Exception: Requirement is [F123]3 no continuous pilot light. ❑Does Not :not applicable. A� ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies ;Requirement will be met. [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies ;Requirement will be met. [F118]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 6710 Soundview Ave - Southold Report date: 09/01/22 Data filename: Page 11 ofll �( 2018 IECC Energy j Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 40.00 Below-Grade Wall 20.00 Floor 20.00 Ceiling / Roof 50.00 Ductwork (unconditioned spaces): Glass & Door Rating LI-Factor SHGC Window 0.27 0.36 Door 0.28 0.36 Cooling'Heating & Heat Pump 8.79 HSPF, Water Heater: Name: Date: Comments r mSYMBOL LEGEND Z W 0 MONUMENT FND —•— WIRE FENCE , \ O I.P. /I.B. FND © OAS METER \\\ �� aO { o I.P. I.B. SET I] WATER METER V z o Z cv x o ° �5 pd GAS VALVE \\ BEARINGS SHOWN HEREON ARE BASED �� CS' Q o z SPOT ELEVATIONS ON FILE MAP N0. 11497 � �Z rQ� UTILITY POLE $ WATER VALVE >— GUY WIRE TEST HOLE \\\ z > Loo Q e UTILITY POLE W/LIGHT TREE \ ,T \ o ¢N w o \ \ W + r� z moo U \ O � o Q 0 U LIGHT POLE SHRUB \! \ Q SIGN • BOLLARD 0 \ \ 2 FIRE HYDRANT A WETLAND FLAG ` \\ 11 \\ (� 0S ) ��/ z w 12 ® MANHOLE D.C. DEPRESSED CURB \ ' \ \ ( z A"-INLET FE. 1=ENCE f \ t\ S L F ow 12 ® MAS. (MASONRY \ / \ \ m "B"-INLET I \ e \ m,n © YARD INLET PLAT. PLATFORM \ �� \ 46 \ •1e w w o YARD INLET W.W. WINDOW WELL \ �a \�� S a a A/C UNIT B/W BAY WNDOW 7 / \ 6 \ �> ELECTRIC METER C/E CELLAR ENTRANCE N W a 0/H OVERHANG Y N z r PVC FENCE (PVC) / \ �a \ = 0 a - a— STOCKADE FENCE STK R/O ROOF OVER \ U x ( ) DRIVE AT STREET —X— CHAIN LINK FENCE (CLF)CANT. CANTILEVER ® CROSS CUT G.O.L. GENERALLY ON LINE PRECAST DRYWELL EFF. DEPTH \ / \ \ m w QQ STAKE 0/L ON LINE \ / \ / J \ _ _ o Z a W w 02 Do w z N \ ae \ Z \ � 0 N� STAKE ` Gj \ 1 / T \ W W STORMWATER STORAGE CALCULATIONS li / I �i ` \ \\\ \\\ 0- o =oo ROOF AREA: 1,379 SF(UPPER ROOF),1,157 SF(LOWER ROOF) �` , // o SOGO of P \ \\\ \\\ d � ZO w o 0 STORAGE REQUIRED AT UPPER ROOF(COEFF.=1):1,379 SF X 2"X 1712"=230 CUFT / / I I I AGED kR oq ONO ` w \ m \ = I— STORAGE REQUIRED AT LOWER ROOF(COEFF.-=I):)PRECAST DRYWELL 8'DIA.X 6'EFF.DEPTH 1,D157SF X 2ES 252 UX 1712"FT OF STOBR3 CUFT 1v / 3 wl SET N AUc S�R Sow \ \ �9\ \�\ \\\ OLU W (1)PRECAST DRYWELL 8'DIA.X 5'EFF.DEPTH PROVIDES 210 CUFT OF STORAGE EXISTING DRIVEWAY TO REMAIN IN ORDER 1 I I STAKE ZO?o `�' \ \ Y � � U TO PRESERVE EXISTING TREES ALONG 3 w \ \\ \\ �`a (n a a ENTRANCE OF COMMON PROPERTY LINE. , Q POOL AREA(FUTURE):512 SF (BETWEEN TAX LOT 10DO-59-8-6.1 & 6.2) III �j, \\ �� (j p '0 3 STORAGE REQUIRED(COEFF.=1):512SF X 2"X 1712"=85 CUFT t , a w' \ \ \\ N N N a (1)PRECAST DRYWELL 8'DIA,X T EFF.DEPTH PROVIDES 126 CUFT OF STORAGE g \ ° WETLAND \ \ dt, O O O 3 W PERVIOUS DRIVEWAY AREA:581 SF(AT STREET),3,232 SF(AT HOUSE) 3 I 11 8 FLAG \ F- STORAGE REQUIRED AT STREET(COEFF.=.4):232 SF X 2'X 1712' =39 CUFT (1)PRECAST GALLEY DRYWELL 4'X 4'X 3.3'EFF.DEPTH PROVIDES 40.3 CUFT OF STORAGE `�'o o �►4 N N (0ap Z L STORAGE REQUIRED AT HOUSE(COEFF.=.4): 1,293 SF X 2"X 1712"=216 CUFT I 3 W I Rq, \ N o (1)PRECAST DRYWELL 8'DIA.X 6'EFF.DEPTH PROVIDES 252 CUFT OF STORAGE SET STAKED O0 o F_ I I I Gjr a R�0 GROSS FLOOR AREA i I 3 w� eR > � MINIMUM GROSS FLOOR AREA ALLOWED FOR 1-STORY RES.(R-80):850 SF �- 0 PROPOSED 1-STORY GROSS FLOOR AREA: 1,773 SF ( D 3 N PROPOSED FINISHED BASEMENT GROSS FLOOR AREA: 1,773 SF III �wenAND TOTAL LOT COVERAGE 1 III AREA O e. Zo \ �Na MAXIMUM LOT COVERAGE ALLOWED(R-80-20%):21,599 SF I I y a PROPOSED LOT COVERAGE: 7,030 SF(HOUSE,DECK,DRIVEWAY,POOL,HOT TUB) O I ^ o a \ 3 QWETLAND Q. d- z m 0 DISTURBED AREA CALCULATION I I I FLAG WELLAAGND . N owZ INSTALL SILT FENCE FOR THE o LOT AREA(100%): 107,997 SF DURATION OF CONSTRUCTION AT THE EDGE OF THE FRESHWATER AREA OF NON-DISTURBANCE(24.9%):26,940 SF WETLANDS BOUNDARY AND THE / ' T�KEI I W FLAGND WETLAND , w LOT AREA OF 2015 WETLANDS(24.4%): 26,303 SF LINE OF NON-DISTURBANCE FLAG s Z ° ° SET 3 w� WETLAND TEST HOLE DATA o a LOT AREA OF 15/o SLOPES 0.6/o :637 SF / 07 ( ) / STAKE I I WETLAND FLAG I z LOT AREA EXCLUDING 2015 WETLANDS AND 15%SLOPES(74.9%):80,859 SF / W TLA D FLAG WFLAGND wE'AND _ o o 3 WETLAND �aG 5/18/01 EL.23 </ / I ' EDGE OF POND AS LOCATED O •� 0 FLAG BY DKR SHORES INC. ON ((��`� w w AUGUST 9, 2020 (D 3 o EL 24 > W a I W ay BROWN CLAYEY 0 09 . z.- I I oSTAKE + SAND SC wx FM LOT 2 I Nv0 TAX LOT 6.2 2 w 2 STORY SET m w FRAME BUILDING E TAKE o (PUBLIC WATER) Rego 0, REDDISH BROWN 2Zw +3 CLAYEY CL U } 2 U Z Z G 3 + + U) o �z STAT/ �ET SET I z'm U Q�P J BROWN SANDY ;, z�o o�G STAKE TAKE L- 3 CLAY CL > �Fz wwN o �o 20 €N CURRENT FRESHWATER WETLANDS a BOUNDARY AS DELINEATED BY BROWN CLAYEY ;,�, N a Z / ,•e'' SUFFOLK ENVIRONMENTAL m 50•NON-DISTURBANCE + CONSULTING, INC. ON JLUY 15, 2015 Q w z 3 / SET STAKE STSET AKE BUFFER AREA SAND SIC o 0 STAKE Q �'it DRIVE AT HOUSE EL 2 22' N z u / +�� 3\�/ ➢o oRELL +9�� HIGHEST EXPECTED T m N RYWE 8' DIA. X 6 EFF. N Leo DEPTH / FM LOT 3 WATER I N BROWN 3=Q +0 ET SET TAX LOT 6.3 CLAYEY SAND SC �o0a 3 \ STAKE STAKE SET O SET q° e�ro STAKE N FM LOT 1 STAKE + + ■ti [� 39' 0 ' z II TAX LOT 6.1 / +�'1 F� STAKE + WATER IN BROWN � z (FOR HEALTH DEPARTMENT USE ONLY) / \\ \ ^ co oo� ,� �� FINE TO COARSE w m= SET .- J o �- / STAKE rye,5 it' THE LANDWARD EDGE OF NON-DISTURBANCE LINE (50' SAND SW 0 N GF� r SET \ SET + LANDWARD OF WETLANDS) WILL BE DELINEATED WITH EITHER z O (U 3 o w \� ST E^ STAK �o STAKE PROPOSED SPLIT RAIL FENCE(USING NON-TREATED POSTS), /�51 \ 5 z 5 STONE \\ a \ A STONE WALL, OR BOULDERS WITH NATIVE PLANTING, ALL 4 CL z¢o �� FIRE PIT \ FT 40, \ WITH SUFFICIENT ELEVATION/SPACING/PENETRATIDN IN WALL N o 1 BASED ON 2015 FLAGGING Q N 0 OJ�tio�' g \ NEW 100' SETBACK LINE OR BOULDERS TO ALLOW THE NATURAL FLOW/PASSAGE OF \ J w w a �p + SET WATER AND SMALL ANIMALS THAT INHABIT THIS AREA. L0 w a a STAKE ` TEST HOLE FROM FILED MAP x o UPPER ROOF ET I ly j o w o PRECAST SET STAKE Tom_ _ Q DRYWELL: OSET TAK DIA. X 6' EFF. %W J.n�o _ ( �- U w / DEPTH STAKED 9y0 '99P�.� '(v�PP�� 5� •� �p 0 W > z w a ,V) o r 0 Ln NOO w \° _ SET [.� 'SF�•'2 `, G SET l 20'SIDE YARD BUILDING SETBACK O W U o _ SET SET 4 G STAKE STAKE STAKE STAKE P00 T ETA 1 DUz 0SFQSTAKE AK 0 m U a ++� , SET oFc� / A m0 / SET STAKE ¢°� SET NOTES. STAKE NOTES: STAKE A 1 STORY F 25.7' FRAME BOLDING(PUBLIC WATER w 1. NO VISIBLE WETLANDS WITHIN 300' 'o0 5Fp<; ,o ET ) .__I o o° OF SUBJECT PROPROPERTY �, �Gy+ti '40, SET° 4o�S AKE W w- d Q� L STAKE a 2. NO VISIBLE WELLS WITHIN 150' �a SET PROPOSED ° LOWER ROOF 0 0 w OF SUBJECT PROPERTY / SET CAST JACUZZI SET DREYWELI_ r Q J y LD z a STAKE 3. PROPOSED FEATURES PROVIDED L — — — — — — — — — (7'x7') — — ET— — — — —DEPTH_STAKE— _1 I � d = 0 STAKE STKE STAKE 8' DIA. X 5' EFF.ET O1 5 a w BY OTHERS A 75'REAR YARD BUILDING SETBACK a I— t OW o �..� N SET SET UNABLE (4) 34'LONG, a w w STAKE STAKE O TO SET 39" WIDE 0— N STAKE PRESSUREIZED W = 0 3: r w GEOMAT Z (n W N a POOL PRECAST 0 a o z DRYWELL O 0 W Q Z m m 5 8' DIA. X 3' EFF. / z � LL i o O) IL 00Q' O Q I- 53�� I— 0- LL Q O Z z omoQ 0 p L 0 < ZCL I_ w'Wo TEST /_Cb — 0'w z HOLE (n (\ v z a N a F�3 � m JO I= n,n z Jz LL_ 4- w �w F ND_, FND co W ~ � N RBR Oz_ WRE FEN. S50°0>'20"� 3` 8.23 WRF+ � ral N Ow 0.4 0.3 o =on okIn' z� GRAPHIC SCALE �~ FM LOT 4 U V I U N 30 0 15 30 Z V T LOT AREA (� on<o" w o=o N J W O ( IN FEET ) 107,996.68 S.F. W o a 2.48 AC. F-r o F o 1 inch = 30 ft. * ALL ELEVATIONS REFER TO NAVD68' DATUMto :a N u GENERAL CONDITIONS: GENERAL NOTE FRESHWATER WETLANDS BOUNDARY AS SANITARY SYSTEM DESIGN: 1. BEFORE ANY EXECUTION,VERIFY ON SITE, IF APPLICABLE: 1. INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH �I• CURRENT EDGE OF WETLANDS -GRADE ELEVATIONS AT THE HOUSE WHERE THE WASTE MAIN SERVICES'REGULATIONS,STANDARDS,AND REQUIREMENTS,AND SHALL BE STRICTLY DELINEATED BY SUFFOLK PENETRATES. IN ACCORDANCE TO THE MANUFACTURER'S INSTRUCTIONS. ENVIRONMENTAL CONSULTING, INC. N RESIDENTIAL -GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED. ON JULY 15,2015 #OF BEDROOMS: 4 -HOUSE WASTE LINE MAIN LOCATIONS AND INVERT 2,THE INSTALLER MUST HOLDA CURRENT LIQUID WASTE LICENSE PURSUANT TO CURRENT 50' BUFFER ADVANCED TREATMENT UNIT: SEPTITECH STAAR 0.5 DOSE VOLUME: ELEVATIONS. CHAPTER 563 ARTICLE VII(SEPTIC INDUSTRY BUSINESSES)AND ENDORSEMENT J I/AOWTS CAPACITY REQUIRED: 440 GAL PER DAY,AS PER TABLE 3, REQUIRED MAX: 0.25 GAU DOSE X 442 SF(TOTAL LATERAL AREA:4 X 3.25 X 34) -ANY UNDERGROUND UTILITIES, INFRASTRUCTURES,AND/OR (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH THE SCDHS RESIDENTIAL STANDARDS = 110.5 GAL(SCDHS RESIDENTIAL STANDARD 5-110 F 6 B)] STRUCTURES SUFFOLK COUNTY DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, /AOWTS CAPACITY DESIGNED: 500 GAL PER DAY -ANY TREES WHICH MAY AFFECT TO THE I/A OWTS PURSUANT TO SUFFOLK COUNTY CODE§563-79(II)(J).THE DEPARTMENT OF LABOR, _ DESIGNED: 70 GAUDOSE INSTALLATION LICENSING,AND CONSUMER AFFAIRS MAINTAINS A LIST OF LIQUID WASTE LICENSE 2. GARBAGE DISPOSAL UNITS SHALL NOT BE USED WITH A I/A HOLDERS. \JV.1-•F- OWTS. LEACHING SYSTEM : PRESSURIZED SHALLOW DRAINFIELDS USING PUMP 3. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH 3.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY. #5 �0 39"-WIDE GEOMAT BY GEOMATRIX SYSTEMS LLC TO BE PLACED CAPABLE OF DELIVERING 24.4 GPM AT 9.9 TOTAL DYNAMIC HEAD OR FLOOD CONDITIONS EXIST. DIRECTLY ON REPLACED SP OR SW SOILS FOR A DEPTH OF 4'BELOW (GOULDS LSP-03, 1/115V/0.33 HP, 2.9 AMP/7.2/8A) 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE ACTIVE O&M(OPERATION AND L THE LANDWARD EDGE OF THE LEACHING SYSTEM, FOR THE LOWEST APPLICATION RATE AS PER MAINTENANCE)AGREEMENTS BETWEEN THE PROPERTY OWNER AND SERVICE NON-DISTURBANCE BUFFER LINE 5-106, B-9, BEING 1 GAL/DAY/SF AS PER TABLE 13 DISTRIBUTION INFO PROVIDER.THE PRESSURIZED SHALLOW DRAINFIELD SHALL BE COVERED BY THE C' (50' LANDWARD EDGE OF WETLANDS) TRANSIT DIA.: 2.0 IN SAME 0&M AGREEMENT. WILL BE DELINEATED WITH EITHER REQUIRED=440 GAUDAY/SF/1 GAUDAY/SF3 GAL/DAY/SF= REQUIRED MANIFOLD DIA.: 2.0 IN 5. SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS(SUFFOLK PROPOSED AREA OF 440 SF LATERAL DIA.: 1 IN COUNTY DEPARTMENT OF HEALTH SERVICES). SPLIT-RAIL FENCE (USING 440 SF/3.25 FT(39 IN/12 IN)= 135.4 LF #ORIFICE/LATERAL: 18 NON-TREATED WOOD POSTS), 50%EXPANSION REQUIRED::67.7 LF #LATERALS PER ZONE:4 6. COVENANTS MAY BE REQUIRED ON PROPERTIES WHERE I/A OWTS ARE INSTALLED �6' A STONE WALL, OR BOULDERS WITH REQUIRING; SYSTEM REPLACEMENT IN EVENT OF FAILURE; O&M REQUIREMENT; .6' NATIVE PLANTINGS, DESIGNED: (4) ROWS EACH 34' LF: TOTAL # ZONES: 1 ACCESS TO DHS INSPECTION/SAMPLING ON QUARTERLY BASIS IF NEEDED; OTHER SIZZEE OF ORIFICE: 1/8 IN ALL WITH SUFFICIENT LENGTH 136' LF; LATERAL LENGTH: 34 FT TOTAL REQUIREMENTS THAT SCDHS DEEMS NECESSARY. CO IN WALL ELEVATION/SPACING/PENETRATION 50% EXPANSION: (2) ROWS 34'LF \ � N HEAD AT LATERAL END: 3 FT(2.3 FT REQUIRED) 7. PERFORMANCE STANDARDS FOR I/A OWTS TECHNOLOGIES: 1/8 INCH HOLES WITH ORFICE SHEILDS SPACED 2.0 FT APART ELEVATION LIFT: 5 FT I/A OWTS MUST MEET TREATED EFFLUENT CONCENTRATIONS FOR TOTAL NITROGEN G� OR BOULDERS TO ALLOW THE 18 HOLES PER LATERAL; 72 TOTAL WITH ORFICE SHIELDS OF NINETEEN(19)MG/L OR LESS. G�.�Q�P NATURAL FLOW/PASSAGE OF WATER AND SMALL ANIMALS 5 SEPTIC/TREATMENT CONSTRUCTION CRITERIA: THAT INHABIT THIS AREA. 0 I C '9� 1. SEPTIC/TREATMENT , I CONCRETE SHALL BE MINIMUM 3000 PSI,28 DAYS SET,AND COMPLY WITH ASTM 4>� FICATION FOR PRECAST CONCRETE SEPTIC TANKS" 11 ALL NON-CONCRETE TANK 27-10A, "STANDARD IWALLS, FLOORS, ROOF AND ACCESS COVERS SHALL RESIST AN APPLIED FORCE OF 300 POUNDS PER SQUARE FOOT(PSF). 17.8+ 111. NON-CONCRETE PREFABRICATED SEPTIC TANK&I/A OWTS SHALL CONFORM TO THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS L NE OF NON- I S-f URB ANG O�� / s "AMERICAN NATIONAL STANDARD FOR PREFABRICATED SEPTIC TANKS"ANSI \ � GSF oTT1 - Z1000-2007 AND ANY UPDATES THERETO. ONYAI`IN Wp,-fER - IV. EACH SEPTIC TANK&I/A OWTS SHALL BE IDENTIFIED BY THE MANUFACTURER AND - � / / CYi DUNES BEND USE4 pO13UG DISPLAY THE FOLLOWING INFORMATION PERMANENTLY MARKED AT THE INLET END \ pE CONIC DARK �WE�UN OF THE TANK: +18.� 1. MANUFACTURER NAME OR LOGO + p�N�N \ 2. CAPACITY AND NUMBER OF OPENINGS PROPOSED �/°�� . �� AREA FOR FUTURE 50% EXPANSION OF LEACHING FIELD _ REM 5 _ ' - 3. MAXIMUM DESIGN LOAD ' TO ACCOMMODATE " Cp=150 W ATER oN p7rpCHEONoEN•rRANa 6°&5.21 E1-11 STREET '�� DRIVEWAY I y (2)34' L 39 W FUTURE EXPANSION pUBLIC OWN RIN _ 4. THE DATE MANUFACTURED. E RVE EX�gTIN �EN 1pT 1009 59 `(E ,0 9.1 �' �' , pRNE pU81-1CwA _ V ALL CAST-IRON AND HDPE COVERS SHALL BE SET AT FINISHED GRADE, BE / '3� P'seu«T ��NE.(eE n -' W p,�ER Mp1A LOCKING,TAMPER- RESISTANT,WATERTIGHT, INSECT-PROOF, FLAT SKID-PROOF, ' \ �� (4)34' L, 39"WIDE PRESSURIZED AVE pRp m OPER 4 0 ■ j 1'C��__._. AND BE APPROVED FOR SEWAGE USE, COVERS AND RISERS SHALL BE CAPABLE OF � i 15"MAPLE / <� GEOMAT V V1Ew OOM O 0��E �� WITHSTANDING A TRUCK WHEEL LOAD(36 S IN. OF 2500 LB FOR 60 MIN WITH A MAX. VERTICAL DEFLECTION OF 1.5 9N. t / Z 9 ; ' L 2 SO g 2� 5 _ -� �' VIII. IF A RISER COVER WEIGHS LESS THAN 60LBS A SECONDARY SAFETY LID OR _ - _ ' \,q \ REPLACE SOILS FOR A 40 X 25 AREA TO A __� _ _ +20 4 s SE�TI CH STAAR 0.50 �\ ��;. E�.19 N r. DEVICE SHALL BE PROVIDED. I "-.� q . �'�, DEPTH OF FOUR FEET BELOW GEOMAT _ - WM -- � - �` 2. SEPTIC TANK&I/A OWTS SHALL BE WATERTIGHT AND CONSTRUCTED OF SOUND - _ AND DURABLE MATERIALS THAT ARE NOT SUBJECT TO EXCESSIVE CORROSION OR \✓ �� ''r., , "�' ' ` •F. 18' -'"�,'L.F• DECAY. 1 1/2"PUMP BACK rn J # A. ALL SEPTIC TANK&I/A OWTTS MUST BE CERTIFIED AS WATERTIGHT BY 2 I 1 .� t.t„ `�f �• x_ f EDGE OF PON AS LO ATED BY D R 22"OAK MANUFACTURER USING EITHER VACUUM TESTING OR WATER TESTING METHODS. RE I EL E SHORES INC. N AUGUST 9, 2020 1. VACUUM TESTING MUST PULL 4"OF MERCURY(HG), FOR 2 MINUTES WITH A 63'_g j I o •, `; ° ;."'� � MET LOSS OF 10%OR LESS. G) ^�) \ :.@° 11. WATER TESTING: SEAL TANK; FILL TANK WITH WATER TO OUTLET INVERT 23 0 N: 11 , �� F• WETLANDS AREA \\ ELEVATION FOR 24 HOURS. REFILL THE TANK TO OUTLET INVERT AFTER 24-HOUR U CO 1 �' a{ N1' O A VACAN� PERIOD AND LET STAND FOR 10 HOURS.APPROVED IF WATER LEVEL IS HELD FOR 10 PROPOSED 1 STORY HOUSE r / 2"AIR INTAKE y m 1_)>. FROM FILED MAP \o NOF HOURS. �M WI LIAM DOUGH TY B. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A WATERTIGHT, SLAB ON GRADE, FF EL 25.4' NTROL PAN za O♦ �' A O � US PUBLIC,I�VAT R SEALED FLEXIBLE JOINT AND THE PIPE GASKET SHALL BE FASTENED TO THE PIPE N 15 AMP(CONTROL PANEL) ♦ oA WITH A STAINLESS STEEL RETRACTABLE CLAMP. FOR CONCRETE TANKS,THE AND 20 AMP (PUMPS) - FLEXIBLE JOINT SHALL BE CAST-IN-PLACE AND ANY NEW HOLES REQUIRED TO BE ��♦ \ \ dos ccp �T< - �1 U� CONNECTIONS TO INSTALLED ONSITE SHALL BE CORE-DRILLED. DEDICATED BREAKERS C. PRECAST CONCRETE SECTIONS SHALL BE SEALED WITH ONE(1)-INCH BUTYL 3 FRE6HWATER WETLANDS BOUNDARY AS DELINEATED RUBBER JOINT SEALANT WHICH CONFORMS TO ASTM C-990. JOINTS ALIGNED IN THE 25 OAK s ON HOUSE MAIN PANEL \N �B( SUFFOLK ENVIRONMENTAL CONSULTING, INC. ON SAME PLANE WILL ALSO HAVE FLAT BUTYL TAPE APPLIED TO THE OUTSIDE OF THE ,�� \ #3 / �\ /- JULY 15,2015 JOINT, WETLANDS BOUNDIRY 3.THERE SHALL BE A MINIMUM ONE-FOOT AIR SPACE MEASURED FROM THE OUTLET A `�`?oF \ OPOSED DECK Xz 2002 FROM FILED MAP �'o `\��° \ INVERT TO THE BOTTOM OF THETANK COVER. Qos s \ CURRENT EDGE OF WETLANDS 4 PROP SED JACCUZZI 0 20 40 6 FT 4.ACCESS TO EACH TANK OR(COMPARTMENT OF THE TANK SHALL BE PROVIDED BY AN CURRENT 50' BUFFER ACCESS COVER WITH AN INSIDE DIMENSION OF AT LEAST 20 INCHES IN DIAMETER,AND NOF U \ IN COMPLIANCE WITH 5-111 AND 5�11413-7 OF CDHS RESIDENTIAL STANDARD 2016.ALL ��'l,L`�, t. Fp - THE LANDWARD EDGE OF OPENINGS SHALL MEET THE FOLLOWING REQUIREMENTS: DAVID LANDMAN F GF F W F• �) �O NON-DISTURBANCE BUFFER LINE A. OPENINGS SHALL BE PROVDED OVERALL INLET AND OUTLET PIPES DEVELOPED w #5 ` O `` � � (50' LANDWARD EDGE OF B. WHERE EXTENSIONS ARE REQUIRED,THEY SHALL BE WATERTIGHT USES PUBLIC WATER o G WETLANDS)WILL BE DELINEATED C. SEPTIC TANK&I/A OWTS MANUFACTURERS SHALL PROVIDE A LABEL OF ALA OWTS LAYOUT WITH EITHER PROPOSED NONCORROSIVE MATERIAL IN PROMINENT LOCATION AT EACH ACCESS OPENING To - \ SPLIT-RAIL FENCE (USING WARN"ENTRANCE INTO TANK(MAYBE FATAL" 5.ADDITIONAL TANK WATERPROOFING ?6' \ �� NON-TREATED WOOD POSTS), 6, \ A STONE WALL, OR BOULDERS WITH ALL CONCRETE TANKS WILL HAVE THE FOLLOWING ADDITIONAL WATERPROOFING: GROUND ELEVATION 24' - 0 `\ ��G� NATIVE PLANTINGS, WATERPROOF COATING ON THE EXTERIOR OF THE TANK(CONSEAL CS 55 OR EQ.) ALL WITH SUFFICIENT OO♦ REB R ELEVATION/SPACING/PENETRATION SEPTIC TANK&I/A OWTS INSTALLATION STANDARDS: _SC _ 2'_ BROWN CLAYEY SAND NC ,BUFFER g��` 5 IN WALL OR BOULDERS TO ALLOW 1.ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE CL REDDISH BROWN CLAYEY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Z THE NATURAL FLOW/PASSAGE IMPLEMENTED. _ _ _ 11' ■ '-�} � �O / ��/3? TTHATOF INHABIT THIS AREATER AND SMALL . 2.THE SEPTIC TANK&I/A OWTS SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS CL 20' BROWN SANDY CLAY PERMIT FOR APPROVAL OF CONSTRUC _ \ (WITH A MAXIMUM TOLERANCE! INANY DIRECTION OF+/-ONE QUARTER INCH)ON A TION FOR A MINIMUM 3 INCH THICK(OR MAINUFACTURER'S RECOMMENDATION) BED OF PROPERLY EL 2' _SC _ 22' BROWN CLAYEY SAND '\ O PROPOS D �� _ '/ \ \ LEVELED AND COMPACTED SAIND(FREE FROM ROCKS)OR PEA GRAVEL. BACKFILL SINGLE FAMILY RESIDENCE 01 V LY O V I 9.1 IVEWA'Y �%'fu � ; ' � \ .�. SHALL BE PLACED AROUND TH E SEPTIC TANK&I/A OWTS IN SUCH A MANNER AS TO 15"MAPLE �L�� q� AVOID DAMAGE AND COMPACTED IN 6-INCH LIFTS. BACKFILL SHALL BE FREE OF LARGE SC WATER IN BROWN CLAYEY SAND -0 l / 39 \�\ STONES, STUMPS,AND CONSTRUCTION DEBRIS. 39 \a, (4)34 L, 39 WIDE PRESSURIZED t ---- 22"OAK., I F. . `�' � a� � ��` '\ GEOMAT SW WATER IN BROWN FINE TO COARSE DATE 10/14/21 I R-21-1045 �� \�. • SAND NEW 100' SETE3ACK LINE AS BASED ON -� Z / 'sa'_8328oAK If 1N- 2015 FLAGGING APPROVED ■ VENT TERMINATION 45' c �+ 1 � LAB ON G 1 STORY kdQU- VENT PIPES SHALL EXTEND A MINIMUM OF 6 INCHES TEST HOLE FROM FILED MAP DATE 5/18/2001 FO R �'i�AXI IVY UM OF 4 BEDROOMS SLAB ON GRADE, FF E SEPTI-TECH ST R 0.50 IN ABOVE THE ROOF LINE AND THE TOP OF THE VENT SITE PLAN BASED ON SURVEY OF PROPERTY / 25"0 K 6 CONCRETE ST SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF HIGHEST EXPECTED GROUNDWATER ELEVATION 3.0' BASED ON EXPIRES THREE YEARS FROM DATE OF APPROVAL AT SOUTHOLD, TOWN OF SOUTHOLD OSED DECK / 12 INCHES TO THE SLOPED PORTION OF THE ROOF. USGS GROUNDWATER CONDITIONS ON LI. SUFFOLK COUNTY, NY 4 PRO OSEDJACCUZZI (NO HOUSE TRAP) TEST HOLE DATA 1000-059.00-01.00-006.002 BY PECONIC SURVEYORS, NYS LIC NO 49618 +23.8 Q' POWER SUPPLY CONNECTED TO DEDICATED DATED OCT. 2,2013,WITH REVISIONS THROUGH TREES ` ��P I 115 VOLT AC, SINGLE-PHASE,20 AMP CIRCUIT N.T.S. Design Professional's Certification Re uired. AUGUST 19, 2020 17" � X�? 1 -i BREAKER ON HOUSE PANEL FOR PUMPS AND q +23.7 +23. 15 AMP CIRCUIT FOR CONTROLS. PROVIDE Submit P.E. or R.A. Certification For WETLANDS BUFFER: 08/09/2017 18"OAK � I The Installation and Construction of the Sewage Disposal System WETLAND FLAGS: 08/19/2020 1 TRANSFER SWITCH FOR GENERATOR I I CONNECTION GEOMAT 39" LOT NUMBERS REFER TO"MINOR SUBDIVISION FOR TU TH HOUSE CONTROL PANEL W/PRESSURIZED Use Form WWM-073 DOROSKI FAMILY LIMITED PARTNERSHIP"FILED IN THE +24L 6q� C�� i i 1"SCH 40 LATERAL LINE, +23 2 � V I I 4"WASTE CAST IRON WITHIN 2' 2"AIR INTAKE TRANSIT AND MANIFOLD: HOLES AS SPECIFIED OFFICE OF SUFFOLK COUNTY CLERK AS MAP NO. 11497 � � ��. I I PROJECT: v 1 FROM FOUNDATION WALL, 2 PRESSURIZED SCH 40 No. Description Date 997 SF-81,694 SF EXCLUDING 2015 WETLANDS 30"OAK 1C�� I i CONTINUED TO CLASS 2400 OR PIPE Innovative and Alternative Onsite AREA: 1 0, ✓ ABBREVIATIONS. EL. 25.4'+/-I I SDR 35, OR SDR40) CAST IRON COVERS 3.0' MIN. Wastewater Treatment System (I/A 80,059 SF EXCLUDING 15% SLOPES Ij i j 1/4" PER 12"SLOPE MIN. TO GRADE, LOCKING, '+ EL.23.17 / OWTS) [Street] ELEVATIONS AND CONTOUR LINES ARE REFERENCED TO .� & AND @ ATi --- -��l - INSECT PROOF. (TYP) THE FIVE EASTERN TOWNS TOPOGRAPHIC MAPS O�� '/ B.C. BOTTOM OF CURB I C.O. EL. 23.4+/ EL. 23'+/- studio a/b architects FOR navd'88 EQUIVALENT SUBTRACT 1' �10 G BW BOTTOM OF WALL EL. 23.8+/-1 1 S CONC. CONCRETE I I � M w m ,��, g M. ,/J• o � ci 651 West Main Street PEA AR �G�' C.O. CLEAN OUT Riverhead, NY 11901 TEE FILTER TEE i',"• _ -' ' � DB DISTRIBUTION BOX 6315912402 � pF �' E or ELEC. ELECTRIC IN TEE SEPTI-TECH STAR 'I f _,^ 631 3231426 0.50 IN CONC. TAN �' �'I`'' { glynis@studioabarchitects.com ELEV. or EL. ELEVATION a r r:' . v `. m , i O CONCRETE ST W/ �, �-' �l. O G GAS °' WATERPROOFIN /i �� , WATERPROOFING • U)- - Q 4 HDPE HIGH-DENSITY POLYETHYLENE _ mailing address: d' maili ddre ■ /']' .e0& I/A OWTS INNOVATIVE AND ALTERNATIVE ONSITE 132" 1E"TO2 ' 10 13z° w REPLACE EXISTING SOILPO I. 5 WASTEWATER TREATMENT SYSTEM �j Orient NY 11957 p p N O i„ W/SAND AND GRAVEL 3 MIN O -j (SP OR SW SOILS) 0 LG INVERT ,,_ w O w Q A MIN.DEPTH OF 4' /i LG LEACHING GALLEY COMPACTED J LP LEACHING POOL SAND/GRAVEL ¢ p ¢> BELOW MAT. VACANT MAX. MAXIMUM z m n z f'� O NOF MIN. MINIMUM °-' :) HIGHEST EXPECTED owner: / / TREIBER FARMS LLC N.T.S. NOT TO SCALE o GROUNDWATER EL. 3.0' 40, / F ON PROP. PROPOSED w � N � N " Charles Rosenbaum I/A OWTS Layout REQ. REQUIRED = N g Y N N g Y N O ,/ O --j 0 J O Z 0R J -I O Z CR _j F- / SCDHS SUFFOLK COUNTY DEPARTMENT OF w - w ¢ti w LU ¢ r� W HEALTH SERVICES >� > O w J > > O w J > Project number 21220 ST T.O. TOP IC TANK go Z m o w Z Z CD w z Date 4/6/2021 a T.C. TOP OF CURB Drawn by GB 1- TW TOP OF WALL NOTE:WATERPROOFING OF CONC. TANKS RECOMMENDED DUE TO HIGH CLAY CONTENT OF SOILS ro ert Tax Ma #: W WATER p p y p Checked by HA M 0 5 10 FT 1000-059.00xe4-00.006.002 `- 0 W/ WITHCN _ _ n SITE PLAN n SECTION DIAGRAM site street address: C■O 1 Q 11-011 6710 Soundview Ave. Southold, NY 11971 Scale As indicated 1 r6"PUMP-BACK Y U m 13"OF TOP SOIL 1"SCH. 40 PVC DISTRIBUTION PIPE (6"MIN. TO 18"REC. MAX.) DISTRIBUTION PIPE SPECIFIED ORIFICE HOLES SHALL BE UNIFORM OVER SYSTEM a WITH GEOGUARD ORIFICE SHIELD ORIFICE SHIELD MANIFOLD FABRIC 39"GEOMAT WIDTH 2'-0"MIN. GEOMAT ————�• •'' ••e • -----------------� --� r---------- GEOMAT CORE SIDE CLEARANCE CLEANOUT& DISTAL HEAD PORT r- -�`�.T'�?'-'--------"1 f- S'L 1 B LLVALVE HEAVY DUTY AND COVER GEOMAT LENGTH W/THREADED CAP LOCKING COVER/ I I I 1 I I I FABRIC H10 LOADING d '' / F FINISHED GRADE TOP OF FILL 1 ' EL.23.17'+/- SLOPE in rr EL. 23 +/- I 1/3 MAX. A CONCRETE 4,000 P.S.I I I I I I A 1 I— o III Ll� LL=_ III—III �.L 1 I d- —III - �— @ 28 BATS-fl"EBAR- -I-4 - - -I - - - - 1- 1- �J - � �, - - �- -- . —III—I ASTM A-615 GRADE °r 60 W/WELDED WIRE N 1 I I 4 PIP 1 \� i/ \� i/ \�1�i/\�`�i/ I 1 I v °: • r FABRIC ASTM A-185 1--1 I I \ 1--I 1 8 •,a'°a .ae CO. 4 ,° ..d :••.8 WVNEL022D.35' 36' MIN. 1 1 Q ; ., I I 1 4-- ,• :a. 1/8" PER 12"SLOPE :'4. PERMEABLE FILL ° • . , •°a DOWN TO LATERAL a a' a ."._a LINE OF WALL TICKNESS I I I I I I I 1-60 MINUTES PER INCH " Z o- ' L--------------------- - -----------J L- ------------------- -s1J`�...----------J PERCOLATION RATE, OR SAND AND LOAMY SAND. — - — - — - — r,m - — - — - — - — - — w BOTTOM 4"GRAVITY INLET 10'-0" 11 ¢ 10'-0" REPLACE EXISTING SOIL FOR z GROUND WATER PIPE FROM HOME �' A DEPTH OF 4' BELOW MAT EL. 3' OF MAT 10'-8" N - 10'-8" � EL. 22.19' CAR FILTE 0 1 2 FT PRESSURIZED GEOMAT LEACHING SYSTEM PRESSURIZED GEOMAT LEACHING SYSTEM PLAN VIEW CROSS SECTION LONGITUDINAL CROSS SECTION NOTE: - PROVIDE#4 REBAR @ 12"O.C. HEAVY DUTY GEOMAT LEACHING SYSTEM DETAILS 1 N. VERTICAL&HORIZONTAL (Ti LOCKING COVER/ SDR35 PVA. C PIPE - CONCRETE 41,000 P.S.I @ 28 DAYS W/ H10 LOADING PITCHED CARBON FILTER REBAR ASTM A-615, GRADE TO GRADE,TYP. @1/8"/FT. MIN. 60 W/WELDED WIRE FABRIC ASTM A-185 ALL SIDES HEAVY DUTY - WATERPROOFING ON BOTH PRIMARY LOCKING COVER/ H10 LOADING AND TREATMENT TANKS,AS PER 12"H. RISER,TYP. TO GRADE VALVE BOX W/CAP GRADE TO DIVERT GENERAL NOTE: SEPTIC/TREATMENT (24"MAX.) RUNOFF 1"SCH.40 PVC LATERAL CONSTRUCTION CRITERIA#5. 12" H. RISER I (DISTRIBUTION PIPE) 24" MAX. Y N 1" PVC SCH 40 PVC SCH 40 -� _ _ a FINISHED GRADE PRESSURE BALL VALVE I-oo ) SPECIFIED ORIFICE HOLES — — i — — — o LATERAL --I — I HELM III I I--1 ) I__-I I_i— � "PVC -- _ CD ¢ _ �_ MANIFOLD 40 -z - GEOGUARD ORIFICE SHIELD BUTYL RUBBER : III--4 1/2"W x 1 1/4" D.! (---III _�—'' - --- 2 -0' I I BAFFLE W. x 1 1/4 D. I —III- — SEALANT 2'-0" =I BAFFLE WALL SLOTI I ( 1 I 2'-0" I �_ 4 1/FLE WALL SLOT_ - -III_ 2'-0" N ___�� r __ _ 3/4"GEOMAT ON 6"BED 2"X1"PVC SCH 40 - - - ------- FABRIC CLEANOUT& DISTAL PLACE OF CORE III -` PEA STONE •I' ° TEE HEAD PORT ' 2"DISCHARGE TO FABRIC MALE THREADED _ DISPOSAL FIELD 1"PVC SCH ADAPTER AND CAP —� - • 40 PIPE - ---- I -- INFLUENT - - --------------'�'- 2 X1 PVC SCH 40 TEE I 2"PVC SCH 40 - MAXIMUM LIQUID LEVEL — MIN.4"DIA. N MANIFOLD ; • •'� TEE „ CLASS 2400 0, 1 PVC SCH 40 PIPE — PIPE OR TEE WASTE _ SCH 40 90 DEG SWEEP ON EQUIVALENT �? co N LID _ - - -- -- --- 6"OF PEA GRAVEL BED PITCHED MIN. 6'-6" 3'- `t 14, 1/4"PER 12" ° I SCH40 COUPLING t}" B FFLE 4" GEOGUARD ORIFICE SHIELD - NOTE: THE VALVE SHOULD BE THE HIGH POINT, • < .• °' b'. •• •.• •° - • n ° - , ,Oa° EQUALIZATION VALVE INSTALLED ON WATER SHOULD DRAIN BACK TO THE • •. f LATERAL IN COVER AND TO GEOMAT TO PREVENT FT 4 10'-0" 4" 4 10 -0 4 PUMP TANK 0 1 FREEZING WATERTIGHT, SEALED, EFFLUENT 18"TO 24"+/- FLEXIBLE JOINT FILTER IN FASTED WITH SS MIN. 3"SAND OR n GEOMAT LEACHING SYSTEM DETAILS 2 RETRACTABLE CLAMP, TEE PEA GRAVEL TYP. PRIMARY TANK PRECAST CONCRETE 1000 GAL SEPTITECH STAAR .50 PROCESSOR SHOWN DIAMOND PRECAST 1000 GAL SEPTIC IN 1000 GAL DIAMOND PRECAST SEPTIC TANK 0 1 2 FT TANK, RECOMMENDED WATERPROOFING DUE TO CLAYEY SOILS RECIRC PUMP: TSURUMI OM3 W/(2)7/16"VENTURI, PHASE 1-115V/0.2 HP, 3.2A/5.1A FULL/BREAKER 8A P-BACK PUMP: GOULDS LSP-03, PHASE 1-115V/0.33 HP, 2.9A/7.2A FULL/BREAKER 8A SECTION VIEW DISCHARGE PUMP:GOULDS LSP-03, PHASE 1-115V/0.33 HP, 2.9A/7.2A FULL/BREAKER 8A STAAR 0.5 CONCRETE W/ DIAMOND PRECAST 1000 GAL SEPTIC TANKS n SeptiTech STAAR 0.50 details 1/2" = 1'-011 EEATTACHDAENT (s) k w�C( vel Float i (White) Control Power High evel Float 11 C wi c (Yellow) 1 Am Disc arge Pump StAAR (Clear) P eed Control Panel P mp Retu Pump 115 V (Black) 20 mp SINGLE LINE DIAGRAM Recir ulate Pump No. Description Date STAAR 0.5_0.75_1.0 e Innovative and Alternative Onsite 115 VOLT NOTES: CONTROL PANEL Wastewater Treatment System (I/A 1)All Wiring to the tank should be minimum WITH MAIN SERVICE OWTS) [Street] DISCONNECT #14 AWG THHN or TFFN unless otherwise noted. ON PEDESTAL studio a/b architects o is ^• I^w, AC w/Neutral Gn f0 Panel115 VAC I ' 2SCi V MALE THREADED SLATE OR OTHER MALE THREADED MALE THREADED 651 West Main Street, ED AR 5/4 X 6 CEDAR �Q�g r ,I _ � _. _ ADAPTER AND CAP SUITABLE COVER ADAPTER AND CAP ADAPTER AND CAP DECKING Riverhead, NY 11901 a'` e ( ' —�q _.M.. "- 631 591 24021 d3 - - 115 VOLT VE R S I 0 N � �.—�,. �. ,...a� 6313231426 glynis@studioabarchitects.com :�.. l f nol Pro e=in9 T-1 ��° fA ° mailing address: },„= w - Q PO Box 444 y N 6 r—115 VAC I j SEWER PIPE Orient NY 11957 �� R �O °"`"m° •I •.v .. °• ° • 45 DEG. ELBOWS DOUBLE SIDED � Z a BARRIER TERMINAL _� WYE LASCO D448-040 30 DEG ELBOW 60 DEG WYE OR EQ. 4X4 ACQ POSTS Ia: °b•P. I -- e-- =�" a• 24"SUBMERGED TO SOIL, owner: 0 Charles Rosenbaum I/A OWTS Details `mr „Ii•— �N >, = User Supplied Power Notes _ teat of P. Pum '° IIS AC®Sr Ames rol Power D h C ont 1 All Whin to [he`ta nk s cud be minimum 1 Po,.er 1 AWG THHN ar rPPN unless ntherwse nnte� , „ I.. P m, .,« ALTERNATE A: FOR BENDS ALTERNATE B1: FOR USE WITH ALTERNATE 62: FOR USE WITH ° 135 v,0®_--Amps BLDG. EXTENSION/CONNECTION BLDG. EXTENSION/CONNECTION Project number 21220 s.mP „5�A ° z o A ®___Anys W,Neutral UNDERGROUND LINES Am° ° �' <nrP• W/DOUBLE SIDED SWEEP 24"MIN. BELOW GRADE ° A.t.- el ste"'i"lion Date Power Feed It STALLSTAAR 05_0 5_10 LT STAAF -� +F=m o Aodpmioler CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC 4/6/2021 0 5/0 75/1 0 Drawn by GB CONTROL PANEL INSTALLATION 2 Se tiTlech STAAR Electrical Diagrams 3 CLEANOUT DETAILS DIAGRAM property Tax Map#: Checked by HA M N.T.S. U N.T.S. U N.T.S. 1000-059.00-01.00-006,002 N site street address: C.02 N 6710 Soundview Ave. Scale `V e Southold, NY 11971 As indicated SYMBOL LEGEND N, iZ N, �JO El MONUMENT FIND -•- WIRE FENCE \\ r �� y n z 0 I.P. / I.B. FND EI GAS METER \ ^ \ �O N�� d W ow° � I.P. /I.B. SET Ed WATER METER �� joy ss " GAS VALVE \ `� \\ BEARINGS SHOWN HEREON ARE BASED < z w0 SPOT ELEVATIONS �� UTILITY POLE D4 WATER VALVE \ ` \\ ti^ \\ z ? Noz\ \ ON FILE MAP NO. 11497 W ' 1 o z> - GUY WIRE �} TEST HOLE ' \ ` `J \ u J ko Q UTILITY POLE W/LIGHT C3 TREE \ \ \\ O O J N w o w LIGHT POLE 41 BOLLARD \ �I /1� \ \ 20 l Q w SIGN /� WETLAND FLAG ! �� ►► \ y \\ 64 y� FIRE HYDRANT D.C. DEPRESSED CURB \` \�` \ '� 6 S r GJ� Z U z w © MANHOLE FE. FENCE y \\�g'� \\ L s a EM "A"-INLET MAS. MASONRY RM "B"-INLET PLAT. PLATFORM ® \\ `!v/ d' w�o 0 YARD INLET W.W. WINDOW WELL DRIVE AT STREET ' I \ / \ \\ 0 0 YARD INLET B/W BAY WINDOW PRECAST DRYWF�LL: / �'\ '� \ Z A/C UNIT CAE CELLAR ENTRANCE 4' X 4' X 3.3 �a¢ EFF. DEPTH � r [] ELECTRIC METER O/H OVERHANG I / / \\ 1/ \\ --1 J J J J K o - r PVC FENCE (PVC) R/0 ROOF OVER / / Iy \\ Y jy�� \\ � STOCKADE FENCE (STK) CANT. CANT LEVER N, ^ 5 -X- CHAIN LINK FENCE (CLF) G.O.L. GENERALLY ON LINE I Q /� \ N w 0 STAKE CUT 0/L ON LINE / 3 �3 tSO, \\ U m = _ (n } z 0w 1 \OF pq \ -~j m m a x \\ oz= \ w STAKE \ O 3� \ `STAKE ONq cy�S0e0 ` 2 \\ b° \\ Q O LLJ �oo STORMWATER STORAGE CALCULATIONSa� ET ST s ANC, q\ \ \ EXISTING DRIVEWAY TO REMAIN IN ORDER 1 II i I ?02p "s, \ \\ d m x o ROOF AREA: 1,379 SF UPPER ROOF), 1,157 SF LOWER ROOF TO PRESERVE EXISTING TREES ALONG f \ \ tie O O Z j z= ( ) ( ) ENTRANCE OF COMMON PROPERTY LINE. 1 \ \ \ d F- F— STORAGE REQUIRED AT UPPER ROOF COEFF.=1 : 1,379 SF X 2"X 1'112"=230 CUFT V \ L� O o ( ) (BETWEEN TAX LOT 1000-59-8-6.1 ec 6.2) 1 ! I I !y \ � � (1)PRECAST DRYWELL V DIA.X 6'EFF.DEPTH PROVIDES 252 CUFT OF STORAGE �, \ Q O O x•� ' ' w'_ 'U \ LL O z STORAGE REQUIRED AT LOWER ROOF(COEFF.=1): 1,157 SF X 2"X 1712"=193 CUFT ; `\ \ LLJ LLJ L w (1)PRECAST DRYWELL 8'DIA.X 5'EFF.DEPTH PROVIDES 210 CUFT OF STORAGE '-I I N wEnAND �L �' \ �'" L Y Y L1 W U) Co U z z" FLAG ` \ r'�N� LLJ I_ LJ LLJ— F— L LLJ POOL AREA(FUTURE):512 SF 0 II III �,.4 s > cr) Cn a-- GE Q <w 3 STORAGE REQUIRED(COEFF.=1):512SF X 2"X 1712"=85 CUFT (1)PRECAST DRYWELL 8'DIA.X T EFF.DEPTH PROVIDES 126 CUFT OF STORAGE i i �i i i Rai\O' N N N N C,4 <N o eN O 0 0 03 w r PERVIOUS DRIVEWAY AREA:58'1 SF(AT STREET),3,232 SF(AT HOUSE) 1 W3 w`' STAKE. R RO LLJ W m 3 STORAGE REQUIRED AT STREET(COEFF.=.4):232 SF X 2"X 1712"=39 CUFT (1)PRECAST GALLEY DRYWELL 4'X 4'X 3.3'EFF.DEPTH PROVIDES 40.3 CUFT OF STORAGE I I N N N p Z STORAGE REQUIRED AT HOUSE:(COEFF.=.4): 1,293 SF X 2"X 1712"=216 CUFT o (1)PRECAST DRYWELL 8'DIA.X 6'EFF.DEPTH PROVIDES 252 CUFT OF STORAGE I I I IF jq, —04 p O� O 10 1r ^ GROSS FLOOR AREA j ' i; wI WTI AREAD� 9°°°a• \ 3 Ln " t'7 N � W d � MINIMUM GROSS FLOOR AREA ALLOWED FOR 1-STORY RES.(R-80):850 SF W \ Y PROPOSED 1-STORY GROSS FLOOR AREA: 1,773 SF PROPOSED FINISHED BASEMENT GROSS FLOOR AREA: 1,773 SF I I K~O~ \\ w 3 E ;nTLAND z W o TOTAL LOT COVERAGE FLAG WETLAND I o<� ( I I FLAG m F d INSTALL SILT FENCE FOR THE MAXIMUM LOT COVERAGE ALLOWED(R-80-20%):21,599 SF DURATION OF CONSTRUCTION AT W 3 w �� w< PROPOSED LOT COVERAGE: 7,030 SF HOUSE,DECK,DRIVEWAY,POOL,HOT TUB THE EDGE OF THE FRESHWATER ( ) WETLANDS BOUNDARY AND THE � ' I I I J WETLAND / o a ur"i LINE OF NON-DISTURBANCE I FLAG WE AAGND DISTURBED AREA (CALCULATION ; w = WETLAND 00 o�z I I I FLAG / WETLAND WETLAND WE WETLAND LOT AREA(100%): 107,997 SF // / 3 E FLAG FLAG FLAG AREA OF NON-DISTURBANCE(24.9%):26,940 SF / / I WETLAND , EDGE OF POND AS LOCATED O LOT AREA OF 2015 WETLANDS(24.4%): / / '� ✓o z a o 26,303 SF / , w , TEST HOLE DATA ' �— ��m FLAG BY DKR SHORES INC. ON I\ I w LOT AREA OF AUGUST 9, 2020 0 LOT AREA EXCLUDING 02015(WETLANDS AND 15%SLOPES(74.9%):80,859 SF i/ y m •` z o /��SET 10" + 6, 5/18/01 EL.23 T Z I (�� / o ' I I &STAKE 16" VJ I o Z a - / I i FM LOT 2 E L 24 0 Q Z z BROWN CLAYEY . 2 STORY 3 I ,� o FRAME BUILDING ,� TAX LOT 6.2 (PUBLIC WATER) �, ,D" AND �- w 12" 21 Nvo 3 � u //W E Q) e m w o / W 12" +1 +, REDDISH BROWN Q � w O = U�O STAKE 12" CLAYEY CL z m o it o az O z z,4 / 3 BROWN SANDY �, wom CURRENT FRESHWATER WETLANDS q<o 14" ' BOUNDARY AS DELINEATED BY w LL yyP/9 3 d SUFFOLK ENVIRONMENTAL CLAY CL ° ww CONSULTING, INC. ON JLUY 15, 2015 o 0 QLO SET 16 201 3 ; STAKE / 0 12" 50'NON-DISTURBANCE BUFFER AREA BROWN CLAYEY �� s�o 18" ,D" +9 SAND SC Na 12" ' FM LOT 3 o / / \ \ 12" TAX LOT 6.3 EL 2 22' �aa \ e /FM LOT Il 1s" +q. A +6,1 Sp STAKE 2" HIGHEST EXPECTED i o 10 TAX LOT 6.1 / �+ \ �. \\ sPAP \y �� STAKE +�� WATER IN BROWN 30 N \�r ` '`�os�o �� F"�� CLAYEY SAND SIC �Z 4- \\ W\ P�F ' 14" Q N OM / t 0" \ T 16" \ ; 12" ' 14" 3�/1 O I I N 0� 9g \ e� \ •� THE LANDWARD EDGE OF NON-DISTURBANCE LINE(50' w PGQ-� •s• } \O r +ti +� 12" LANDWARD OF WETLANDS) WILL BE DELINEATED WITH EITHER WATER I N BROWN = z=LL PROPOSED SPLIT RAIL FENCE(USING NON-TREATED POSTS), (D (FOR HEALTH DEPARTMENT USE ONLY) STON h \\ \ 14" A STONE WALL, OR BOULDERS WITH NATIVE PLANTING, ALL mzo 14'� FIRE PIT 10 \ /\ 14' BASED ON 2015 FLAGGING WITH SUFFICIENT ELEVATION/SPACING/PENETRATION IN WALL FINE TO COARSE W �z z ,a •Y \ EW 100' SETBACK LINE J z.o OJ e ,�<i \ 10, OR BOULDERS TO ALLOW THE NATURAL FLOW ASSAGE OF o w / iP5p la 22" SO• '` \ \ 1D" 12" I WATER AND SMALL ANIMALS THAT INHABIT THIS S AREA. SAND SW O I NO U ��w Ow p� UPPER ROOF 60 \ \ 451 Z N cn i~o PRECAST DRYWELL: ti 16" O S F ryo/ 8' DIA. X 6' EFF. DEP `>�" = _ �y,� 04 o a a 6 O• 16" 14" \ J W z mow° cc Q <m ti / 14" 9° ti 1 Ir 20'SIDE YARD BUILDING SETBACK TEST HOLE FROM FILED MAP x o (o - z BENCHMARK SET A Q PK NAIL STK ,rsC`T �O '' F- W Q' °x o SET IN TREE (y� ^ $ 10" L _ / L() a +ay a EL-24.08'� iQa ,a 11^21 J/18" ' O I 04 ; U z 10" s� ��s 6 , P ' I V) m' o 0 s` l• A •y 9 �h 55.8' 1 STORY O w 1� ,og •.' '8• \\ 25.P (PUBLIC WATER) O Z U > o / `-'Y° OQO y0h �Oa �\ e.•PO �, m o o Q Q PROPOSED I +s/.�p0 0 Q N F o NOTES: JACUZZI (7'X7') n w 1. NO VISIBLE WETLANDS WITHIN 00' L — — — — — — — — — — - - - - - - - - - - - - - _ — _ — I OF SUBJECT PROPERTY / 75'REAR YARD BUILDING SETBACK L Q a° POOL PRECAST S /. __ / / // s o m w A oar / ORYWELL: T 8' DIA. X 3' EFF. O 3 a 34.5' 2. NO VISIBLE WELLS WITHIN 150' ta" ///// s OF SUBJECT PROPERTY DEPTH / / / Li LL 0) 0 ry o Q 3. PROPOSED FEATURES PROVIDED 70 /i // / �1�� — = O o BY OTHERS ,D. // 2 V) - ? N P N / 24". a \// / / .oP'J� ^Y C,/,�/"l,_'.�• LLJ = o / 22" ST "� /24" �`r`SG!O � a.� �j O PF O O �' w � zZ A z Q >mw� yyTEST c s, p F W z a� +V!OLE �O��Of o� m� r z O X, 9/ CO .a aw N LL � r W o a w �� co s 00 O Q z ~ g 3 o r Z3W 12" "1 L• •_II ,lo �"_ L_ Q o 0 a O _I 1 O O V) O O ZI zo Z a as FND .f -_LL-I a ti ao RBD+ /p e� RBR �j "s 11 �_F- Y o i WRF rt • x -� — — f� — x 23. WIRE FEN. -r —x 3`I O.2J j fY ...•-a L m— Q O O o v� S50001 20"W WRF ?5 Q _;Z > o� 0.4 0.3' t'1 J Q = n o -�--- j z s wo FM LOT 4 --LrLj� E� (n LJ F- LL N z=s� t oN �/� ILL O V) ow== _9 Z o'2 z GRAPHIC SCALE o=off 30 0 15 30 s o'-- LOT AREA W 1 W ° ( IN FEET ) 107,996.68 S.F. <� 1 inch = 30 ft. * ALL ELEVATIONS REFER TO NAVD88' DATUM 2.48 AC. IT'I ;CM µ,I N Z w V1 OK GENERAL CONDITIONS: 1. INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH V ALL CAST-IRON AND HDPE COVERS SHALL BESET AT FINISHED GRADE, BE SANITARY SYSTEM DESIGN: SERVICES'REGULATIONS, STANDARDS,AND REQUIREMENTS,AND SHALL BE STRICTLY LOCKING, TAMPER- RESISTANT,WATERTIGHT, INSECT-PROOF, FLAT,SKID-PROOF, FRESHWATER WETLANDS BOUNDARY AS IN ACCORDANCE TO THE MANUFACTURER'S INSTRUCTIONS. AND BE APPROVED FOR SEWAGE USE. COVERS AND RISERS SHALL BE CAPABLE OF DELINEATED BY SUFFOLK CURRENT EDGE OF WETLANDS RESIDENTIAL WITHSTANDING A TRUCK WHEEL LOAD(36 S IN. OF 2500 LB FOR 60 MIN WITH A MAX. ENVIRONMENTAL CONSULTING INC. #OF BEDROOMS: 4 DOSE VOLUME: 2. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO VERTICAL DEFLECTION OF 1.5 IN. \ N REQUIRED MAX: 0.25 GAL/DOSE X 442 SF(TOTAL (SEPTIC INDUSTRY BUSINESSES)AND ENDORSEMENT J VIII. IF A RISER COVER WEIGHS LESSTHAN 60LBS A SECONDARY SAFETY LID OR ON JULY 15,2015 CURRENT 50 BUFFER CHAPTER 563 ARTICLE VII SE � � ADVANCED TREATMENT UNIT: SEPTITECH STAAR 0.5 LATERAL AREA:4 X 3.25 X 34) (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH THE DEVICE SHALL BE PROVIDED. I/AOWTS CAPACITY REQUIRED: 440 GAL PER DAY,AS PER TABLE 3, _ SUFFOLK COUNTY DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, 110.5 GAL(SCDHS RESIDENTIAL SCDHS RESIDENTIAL STANDARDS - PURSUANT TO SUFFOLK COUNTY CODE§563-79(II)(J). THE DEPARTMENT OF LABOR, 2. SEPTIC TANK& I/A OWTS SHALL BE WATERTIGHT AND CONSTRUCTED OF SOUND b \ \ /AOWTS CAPACITY DESIGNED: 500 GAL PER DAY STANDARD 5-110 F 6 B)] LICENSING,AND CONSUMER AFFAIRS MAINTAINS A LIST OF LIQUID WASTE LICENSE AND DURABLE MATERIALS THAT ARE NOT SUBJECT TO EXCESSIVE CORROSION OR \ \ 2 HOLDERS. DECAY. DESIGNED: 70 GAL/DOSE A. ALL SEPTIC TANK& I/A OWTS MUST BE CERTIFIED AS WATERTIGHT BY W.L•F �� 3.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY. MANUFACTURER USING EITHER VACUUM TESTING OR WATER TESTING METHODS. #5 O'� LEACHING SYSTEM : PRESSURIZED SHALLOW DRAINFIELDS USING PUMP I. VACUUM TESTING MUST PULL 4"OF MERCURY(HG), FOR 2 MINUTES WITH A 39"-WIDE GEOMAT BY GEDMATRIX SYSTEMS LLC TO BE PLACED 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE ACTIVE O&M(OPERATION AND LOSS OF 10%OR LESS. CAPABLE OF DELIVERING 24.4 GPM AT 9.9 TOTAL DIRECTLY ON REPLACED SP OR SW SOILS FOR A DEPTH OF 4'BELOW MAINTENANCE)AGREEMENTS BETWEEN THE PROPERTY OWNER AND SERVICE II. WATER TESTING: SEAL TANk.; FILL TANK WITH WATER TO OUTLET INVERT `' � � THE LANDWARD EDGE OF THE LEACHING SYSTEM, F'OR THE LOWEST APPLICATION RATE AS PER DYNAMIC HEAD PROVIDER. THE PRESSURIZED SHALLOW DRAINFIELD SHALL BE COVERED BY THE ELEVATION FOR 24 HOURS- REFILL THE TANK TO OUTLET INVERT AFTER T INVERT -� L.• 5-106, B-9, BEING 1 GAUDf1Y/SF AS PER TABLE 13 (GOULDS LSP-03, 1/115V/0.33 HP,2.9 AMP/7.2/8A) SAME O&M AGREEMENT. PERIOD AND LET STAND FOR 10 HOURS.APPROVED IF WATER LEVEL IS HELD FOR 10 �' G� NON-DISTURBANCE BUFFER LINE HOURS.' \ (50 LANDWARD EDGE OF WETLANDS) REQUIRED=440 GAL/DAY,SF/1 GAUDAY/SF3 GALIDAY/SF = REQUIRED DISTRIBUTION INFO 5. SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS(SUFFOLK B. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A WATERTIGHT, \� WILL BE DELINEATED WITH EITHER TRANSIT DIA.: 2.0 IN COUNTY DEPARTMENT OF HEALTH SERVICES). SEALED FLEXIBLE JOINT AND THE PIPE GASKET SHALL BE FASTENED TO THE PIPE < 0 IN WITH A STAINLESS STEEL RETRACTABLE CLAMP. FOR CONCRETE TANKS, THE SPLIT-RAIL FENCE(USING � �\� PROPOSED AREA OF 440 SF MANIFOLD DIA.: 2. 440 SF/3.25 FT(39 IN/12 IN)= 135.4 LF 6. COVENANTS MAY BE REQUIRED ON PROPERTIES WHERE I/A OWTS ARE INSTALLED FLEXIBLE JOINT SHALL BE CAST-IN-PLACE AND ANY NEW HOLES REQUIRED TO BE NON-TREATED WOOD POSTS), 50%EXPANSION REQUIRED=67.7 LF LATERAL / A.: 1 IN REQUIRING; SYSTEM REPLACEMENT IN EVENT OF FAILURE; O&M REQUIREMENT; INSTALLED ONSITE SHALL BE CORE-GRILLED. �\ A STONE WALL OR BOULDERS WITH DESIGNED: (4)ROWS EACH 34' LF:TOTAL #ORIFICE/LATERAL: 18 ACCESS TO DHS INSPECTION/SAMPLING ON QUARTERLY BASIS IF NEEDED; OTHER C. PRECAST CONCRETE SECTIONS$HALL BE SEALED WITH ONE(1)-INCH BUTYL �' .' \ / \LENGTH 136' LF; #LATERALS PER ZONE:4 REQUIREMENTS THAT SCDHS DEEMS NECESSARY. RUBBER JOINT SEALANT WHICH CONFORMS TO ASTM C-990. JOINTS ALIGNED IN THE i NATIVE PLANTINGS 50%EXPANSION: (2) ROWS 34' LF #OF ZONES: 1 SAME PLANE WILL ALSO HAVE FLAT BUTYL TAPE APPLIED TO THE OUTSIDE OF THE \\\ ALL WITH SUFFICIENT SIZE OF ORIFICE: 1/8 IN 7. PERFORMANCE STANDARDS FOR I/A NT C TECHNOLOGIES: JOINT, 1DE, \ / \` �O ELEVATION/SPACING/PENETRATION 1/8 INCH HOLES WITH LATERAL LENGTH:34 FT TOTAL I/A OWTS MUST MEET TREATED EFFLUENT CONCENTRATIONS FOR TOTAL NITROGEN 3. THERE SHALL BE A MINIMUM ONE-FOOT AIR SPACE MEASURED FROM THE OUTLET K / \ �� IN WALL 18 HOLES PER LATERALR7 TOTALFICE IWITH ORLDS IFICE CE SHIELDSED 2.0 FT ART HEAD AT LATERAL END:3 FT(2.3 FT REQUIRED) OF NINETEEN (19)MG/L OR LESS. INVERT TO THE BOTTOM OF THE TAN'<COVER. 00 �; \ ��G� OR BOULDERS TO ALLOW THE ELEVATION LIFT: 5 FT `N `1 � �� Q� NATURAL FLOW/PASSAGE SEPTIC/TREATMENT CONSTRUCTION CRITERIA: �_ 1. SEPTIC/TREATMENT 4.ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE PROVIDED BY AN \ �• G �� OF WATER AND SMALL ANIMALS I CONCRETE SHALL BE MINIMUM 3000 PSI, 28 DAYS SET,AND COMPLY WITH ASTM ACCESS COVER WITH AN INSIDE DIMENSION OF AT LEAST 20 INCHES IN DIAMETER,AND Q \ X \ ` \' S� THAT INHABIT THIS AREA. C-1227-10A, "STANDARD SPECIFICATION FOR PRECAST CONCRETE SEPTIC TANKS" IN COMPLIANCE WITH 5-111 AND 5-114B-7 OF CDHS RESIDENTIAL STANDARD 2016.ALL O -DISTURB CE 11 ALL NON-CONCRETE TANK WALLS, FLOORS, ROOF AND ACCESS COVERS SHALL OPENINGS SHALL MEET THE FOLLOWNG REQUIREMENTS: RESIST AN APPLIED FORCE OF 300 POUNDS PER SQUARE FOOT(PSF). A. OPENINGS SHALL BE PROVIDED OVER ALL INLET AND OUTLET PIPES III. NON-CONCRETE PREFABRICATED SEPTIC TANK&I/A OWTS SHALL CONFORM TO B. WHERE EXTENSIONS ARE REQUIRED,THEY SHALL BE WATERTIGHT THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS C. SEPTIC TANK&I/A OWTS MANUFACTURERS SHALL PROVIDE A LABEL OF "AMERICAN NATIONAL STANDARD FOR PREFABRICATED SEPTIC TANKS"ANSI NONCORROSIVE MATERIAL IN PROMIPJENT LOCATION AT EACH ACCESS OPENING TO 17 8+ \} _ -��C \ \ NOE TTI Z1000-2007 AND ANY UPDATES THERETO. WARN"ENTRANCE INTO TANK MAY BE FATAL" r - t s NO IV. EACH SEPTIC TANK&I/A OWTS SHALL BE IDENTIFIED BY THE MANUFACTURER AND 5.ADDITIONAL TANK WATERPROOFING, NE O ST UP jF28i� � / � \ BENS USES PUBLIC`"ATER ALL CONCRETE TANKS WILL HAVE THE FOLLOWING ADDITIONAL WATERPROOFING: �o - I �O \ \� DISPLAY THE FOLLOWING INFORMATION PERMANENTLY MARKED AT THE INLET END WATERPROOF COATING ON THE EXTERIOR OF THE TANK(CONSEAL CS 55 OR EQ.) ,(� PECONIC D K ES 0WELL OF THE TANK: \ V' 1. MANUFACTURER NAME OR LOGO R�I � � / ��\\ , PAR EQUIPMENT ACCESS TO USE EXISTING AND PROPOSED DRIVEWAY 2. CAPACITY AND NUMBER OF OPENINGS +18. ' \ \3. MAXIMUM DESIGN LOAD SEPTIC TANK&I/A OWTS INSTALLATION STANDARDS \ Cp=150' + 4. THE DATE MANUFACTURED. PROPOSE +� 1� 1.--� �N1N 5 1.ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE '� \� AREA FOR FUTURE 50%EXPANSION OF LEACHING FIELD TO REMA 11• URVEY OF EL 1 IMPLEMENTED. PUBLIC W ATER OWN ON AC`i FC ALONG ENT�9 8 g.1&6,21 IN gTREE y STONE YSH gf1N EES �oT�oo°' 1 TER O DRIVEWAY 1 �- f. �� •�� ''�. ( ) .._� / J b TO ACCOMMODATE 2 34 L, 39' W FUTURE EXPANSION WA gEEENT 1 PUBLIC WA 1N �- 'Q 2. THE SEPTIC TANK& I/A OWTS SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS 9.1 ASgU41�oPRESERV�NE.I ^ O 5 WATER MA T �=' (.r - \ (WITH A MAXIMUM TOLERANCE IN ANY DIRECTION OF+/-ONE QUARTER INCH)ON A �� C �I -_. .' %� �' 3' �� Avf� ORDER PROPERN �11� _ �00 1 � MINIMUM 3 INCH THICK(OR MANUFAC URER'S RECOMMENDATION)BED OF PROPERLY -' � - � � \, (4)34'L, 39 WIDE PRESSURIZED N I 'r - � � U'` V�G.•' COMMO 11� - f a MAPLE �/ // V �, GEOMAT O A 1 LEVELED AND COMPACTED SAND(FREE FROM ROCKS)OR PEA GRAVEL. BACKFILL p � / " SO O 2 ` O �\ 1 / �� SHALL BE PLACED AROUND THE SEPTIC TANK&I/A OWTS IN SUCH A MANNER AS TO i- j` �� / ' ,�V , �1 AVOID DAMAGE AND COMPACTED IN 6-INCH LIFTS. BACKFILL SHALL BE FREE OF LARGE �" l 3� NA L 2 `� _ \�� ` �,. REPLACE SOILS FOR A 40'X 25'AREA TO A EL'19 STONES, STUMPS,AND CONSTRUCTION DEBRIS. +20.4I 9 / SEPTI-TECH �,�� ,� �. - - WM f ,/ ' STAAR 0.50 ` t �� V,� " �u \• DEPTH OF FOUR FEET BELOW GEOMAT 148 CY) 18-0"MAX, C. to �\ \ ITl C. 1 1/2"PUMP 6ACK ` M� 4 \ \ \ ¢ EL i (�' ' ?� a`��`3� EXCAVATION FOR ST+ I/A OWTS:41.1 CY REgp,R in j /� EDGE OF POND AS LOCATED BY D R U C_ ! - \.e. �< < -I ET RIJ SHORES INC. ON AUGUST 9,2020 rY 22 OAK / w m �J_ T 1 J z a \? EXCAVATION FOR LEACHING FIELD: 185 CY �4 z ' s� '/ [�� l �I BADE O Q Y�n '�� _` s3 83/8 i EXCAVATION FOR 2 DRY WELLS: 91.2 CY INCLU ES 3' V� \ \ r - - _ / 23"OAK, ^ j� uV rL�j \�a�\t 1 \ti \ ( ) Qp .F• WETLANDS AREA VACAN - O w DW U CO �� `� \\� o � \ ` '_ '�1' FILL FOR DRY WELLS-3'SU = �'' `' G� FROM FILED MAP ' - �,,' `'\ O \ NOF�' y� / j�` f _ PROPOSED 1 STORY HOUSE 1 z AI1�,`A•� KE -'/��°' a y \� \•\ RROUND 26 CY �, LL �� y� oA o \. WILLIAM DOUG4RTY f -� �14V - _ _ SLAB ON GRADE, FF EL 25.4',AREA 1945 SF-- CONTROL PAN a 00 �, tiC �c USES PUBLIC WAT R a� /� T C' T 15 AMP(CONTROL PANEL O0i AND 20 AMP(PUMPS) -)- i' �� 02� �tia , Q / 0� C�� n C�j li` CONNECTIONS TO FRESHWATER WETLANDS BOUN \.O �1 DEDICATED BREAKERS G2a, DARYAS DELINEATED F 25 OAK 51 ON HOUSE MAIN PANEL 3 \ ' 2 ,W#3 -`� BY SUFFOLK ENVIRONMENTAL CONSULTING, INC.ON MAINTAIN MIN OF 10 , WETLANDS BOUNDRY °`C', �o �i JULY 15,2015 - BUFFER CLEAR OF FILED IMAP °A `��`, c� \ PERSPECTIVE VIEW _ - _ DW TREE/BUSH ROOTS �\ % 2002 FROM - - OPOSED DECk-1�402.SF - � AROUND LEACHING \ co CURRENT EDGE OF WETLANDS - - - _j 4 P OP SED JACCUZZI 0 20 FIELD 40 6G_ CURRENT 50' BUFFER 'NOF t ' 36 MINIMUM 2 x 2 %F FENCEPOSTTHE LANDWARD EDGE OF DAVID LANDMAN ` GF L F w "�5 ONON-DISTURBANCE BUFFER LINEDEVELO \FTZ1X USES PUBLIC WATER `� � w r�N \'l \ (50' LANDWARD EDGE OF { �s #F EDGE WETLANDS)WILL BE DELINEATED WOVEN WIRE FENCE I/A OWTS LAYOUT WITH EITHER PROPOSED SPLIT-RAIL FENCE(USING (6 x 6 - 10/10 WWF) 6, NON-TREATED WOOD POSTS), GROUND ELEVATION 24' tJ� A STONE WALL, OR BOULDERS WITH FILTER CLOTH O 50' WI E `\ ��G� NATIVE PLANTINGS, o • o G� ,`QjQ` ALL WITH SUFFICIENT SRO N OREBARI o /' !G ELEVATION/SPACING/PENETRATION PE -SC - 2_ BROWN CLAYEY SAND ' $� 5 • NON-D �N BUFFER IN WALL OR BOULDERS TO ALLOW z o �\� THE NATURAL FLOW/PASSAGE G -CL - 11, REDDISH BROWN CLAYEY 7.8t S1Lj �O THAT AINHABIT TER THIS AREA.SMALL IMALS EMBED FILTER CLOTH �40F MIN. 6" INTO GROUND CL 20' BROWN SANDY CLAY N O' -' z EL 2' SC 22' BROWN CLAYEY SAND (�\ ROPOSED�G E � '-� 7 �\ - V 9.1D 1 WAY ' W , MAPLE i��`�� -^ co I\ I 9g °��- �/� SECTION DETAIL SC WATER IN BROWN CLAYEY SAND -p iZ -� +2 .4 -SE ,TECH �'�� - - - ST l�0.50 IN a�a °t (4)34' L, 39"WIDE PRESSURIZED - - - 39' I 22 OAK 6'- " e N `��`�� GEOMAT MAINTAIN A ROOT- „ o RETE ST 1; a\`��g�\� �� FREE ZONE AROUND THE n Stormwater Sllt Fence Detaiils, Southold WATER IN BROWN FINE TO COARSE NEW 100' SETBACK LINE AS BASED ON �- 8#s3,_ 23"OAK a SW 2015 FLAGGING Dw 33X8 n g�� N5 LEACHING FIELD OF A MIN OF 10' N.T.S. SAND • I TDE , ' I \\�>20' FROM SWIMMING POOL ' I` R OPOSED 1 STORY HOUSE- 5 VENT TERMINATION 45 APPROVED BY �,3 BON GRADE, FF EL5.4' p �� VENT PIPES SHALL EXTEND A MINIMUM OF 6 INCHES TEST HOLE FROM FILED MAP DATE 5/18/2001 SITE PLAN BASED ON SURVEY OF PROPERTY ; 25"O K�_ _ 33 - o �� ABOVE THE ROOF LINE AND THE TOP OF THE VENT BOARD OF I RUSTEES AT SOUTHOLD, TOWN OF SOUTHOLD I� - Dw ^ SHALL HAVE A MINIMUM HORIZONTALHIGHEST EXPECTED SEPARATION OF GROUNDWATER ELEVATION 3.0 BASED ON TOWN OF SOUTHOLD r SUFFOLK COUNTY, NY I OSEDDECiF _ - TDE 'DAI ��\ 12 INCHES TO THE SLOPED PORTION OF THE ROOF. USGS GROUNDWATER CONDITIONS ON LI. L�� '; �5 I --�4 O OSED JACCUZZI 1000-059.00-01.00-006.002 j J BY PECONIC SURVEYORS, NYS LIC NO 49618 +23 8 �� Q, (NO HOUSE TRAP) 5 TEST HOLE DATA DATE f S�'1�'l�,12 /S 202 DATED OCT.2,2013,WITH REVISIONS THROUGH �P POWER SUPPLY CONNECTED TO DEDICATED N.T.S. �� i 115 VOLT AC SINGLE-PHASE 20 AMP CIRCUIT AV) � ;,n7� AUGUST 19,2020 1 17"TREE -I Q I +23.7 +23.1 ,��`l-� BREAKER ON HOUSE PANEL FOR PUMPS AND ,(/ , / WETLANDS BUFFER: 08/09/2017 I p�' 1a"oAK �5 Fps' r 15 AMP CIRCUIT FOR CONTROLS. PROVIDE WETLAND FLAGS: 08/19/2020 I ,tio ,'{- �' 1 TRANSFER SWITCH FOR GENERATOR ._-.-_- Sout+i, I Town CONNECTION „ Board ,,r� •oTees GEOMAT 39 LOT NUMBERS REFER TO"MINOR SUBDIVISION FOR � �I �a0� TEST HOLE -{- 1 0 HOUSE W/PRESSURIZED DOROSKI FAMILY LIMITED PARTNERSHIP FILED IN THE i '\`� -�� I I CONTROL PANEL 1 1 SCH 40 LATERAL LINE, OFFICE OF SUFFOLK COUNTY CLERK AS MAP NO. 11497 i, +23.2 + 1 i 4"WASTE CAST IRON WITHIN 2' 2"AIR INTAKE TRANSIT AND MANIFOLD: HOLES AS SPECIFIED ��• �� PROJECT: 30"OAK .. + i i FROM FOUNDATION WALL, 2 PRESSURIZED SCH 40 No. Description Date AREA: 107,997 SF-81,694 SF EXCLUDING 2015 WETLANDS 1 1 CONTINUED TO CLASS 2400 OR Innovative and Alternative Onsite 80,059SFE:XCLUDING 15%SLOPES i + � ABBREVIATIONS. EL. 25.4'+/-1 I PIPE -{- 1 I SDR 35, (OR SDR40) CAST IRON COVERS 3.0' MIN. Wastewater Treatment System (I/A ZONING: R-80 I -{� & AND 1 I I,I 1/4" PER 12"SLOPE MIN. TO GRADE, LOCKING, EL.23.17'+/'_ � OWTS) [Street] �- - i INSECT PROOF. (TYP) ELEVATIONS AND CONTOUR LINES ARE REFERENCED TO ICI � 05 -}-+ @ AT _ _ �� EL 23.4'+/- THE FIVE EASTERN TOWNS TOPOGRAPHIC MAPS I OO + B.C. BOTTOM OF CURB C.O. EL.23+/- I BW BOTTOM OF WALL 1 z r I studio a/b architects FOR navd 88 EQUIVALENT SUBTRACT 1 I C� .��' CONC. CONCRETE EL. 23.8 Q' -} Qi C.O. CLEAN OUT 0 651 West Main Street, LOT COVERAGE: i �,P G ' �. Riverhead NY 11901 HOUSE: 1945 SF G� �� DB DISTRIBUTION BOX /- TEE FILTER TEE ,.:. - -•� ' f v ! �` 6315912402 F '4- F E or ELEC. ELECTRIC IN TEE �y ;: �o o �\. a DECK: 1402 SF O Q` SEPTI-TECH STAR :;'`.;_ :'� 631 323 1426 (� !�, 'I' ��G ELEV. or EL. ELEVATION �' • �'\.• POOL: 1200 SF C� �- r,: ; .: r:,.. k 9 y �Q �� O� G GAS 0 0.501N CONC.TAN '' ; ":'.';: I nis st .c1 CONCRETE ST W/ . .. ;`.. + I;. :.v. u� + 9 Y @ udioabarchitects.com TOTAL: 4547 SF OR 5.57%OF AREA EXCLUDING 2015 M WATERPROOFIN WETLANDS �� HDPE HIGH-DENSITY WATERPROOFING . .,• ; ,, ` �_.`.'• =J 1� \ N -{-+ 0& POLYETHYLENE : .. ailing address: -}- 5� I/A OWTS INNOVATIVE AND 132" 19"To2 132 zo r' REPLACE EXISTING SOIL PO Box 444 a r STORMWATER: W O N Orient NY 11957'I- Q ALTERNATIVE ONSITE p C� O N W/SAND AND GRAVEL HOUSE: 1945 SF,X 2 IN/12= 324.17 CF/42.24 CFNF=7.68 VF Q 'I- WASTEWATER TREATMENT 3"MIN p J -i w (SP OR SW SOILS) ,,/V DECK: 1402 SF,X 2 IN/12=233.67 CF/42.24 CFNF= 5.54 'i- _ SYSTEM w COMPACTED L` w O w Q A MIN. DEPTH OF 4' TOTAL REQUIRED: 13.22 �' INV. INVERT F- z 1- PROVIDED: 14'VF- (2)7' DEEP,V DIA DRY WELLS + �� VACANT Q SAND/GRAVEL ¢ > O Q _ BELOW MAT. -I- LG LEACHING GALLEY 2 2 z m 2 r) + O NOF LP LEACHING POOL HIGHEST EXPECTED A TREIBER FARMS LLC z zo - O Owner: Q 0-� 40 I 6Q.�� ' ` MAX.MAX MAXIMUM xx of d D - 1 tr GROUNDWATER EL.3.0' MIN. MINIMUM X w O O I/A OWTS Layout + OO N.T.S. NOT TO SCALE 1: NZ oNo J J z N O Charles Rosenbaum +�0 GENERAL NOTE PROP. PROPOSED > = w 1Q O w w _ti Lu ~ -}- REQ. REQUIRED z >> O " -i iv z z O '`- -i Project number 21220 1. BEFORE ANY EXECUTION,VERIFY ON SITE, IF APPLICABLE: SCDHS SUFFOLK COUNTY DEPARTMENT OF - O Z oo O to w - - oo O ED GRADE ELEVATIONS AT THE HOUSE+',+��gP -GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED.IN PENETRATES. HEALTH SERVICES `r THE WASTE Date 6/22/2021 2 -HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS. ST SEPTIC TANK NOTE:WATERPROOFING OF CONC.TANKS RECOMMENDED DUE TO HIGH CLAY CONTENT OF SOILS Drawn by GB +� -ANY UNDERGROUND UTILITIES, INFRASTRUCTURES,AND/OR STRUCTURES T.O. TOP OF 0 5 10 FT property Tax Map#: Checked b �p• ANY TREES WHICH MAY AFFECT TO THE I/A OWTS INSTALLATION T.C. TOP OF CURB _ _ _ _ _ _ 1000-059.00 -006.002 y HA c� 2. GARBAGE DISPOSAL UNITS SHALL NOT BE USED WITH A 1/A OWTS. TW TOP OF WALL _ _ SITE PLAN 3. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH OR FLOOD W WATER SECTION DIAGRAM CONDITIONS EXIST. site street address: C. 01 W/ WITH 4 3/16" - 1'-0" 6710 Southold- NY111971 e Scale As indicated 11"PUMP=BACK Y U m 13"OF TOP SOIL 1"SCH.40 PVC DISTRIBUTION PIPE (6"MIN.TO 18"REC. MAX.) DISTRIBUTION PIPE a SPECIFIED ORIFICE HOLES SHALL BE UNIFORM OVER SYSTEM ORIFICE SHIELD WITH GEOGUARD ORIFICE SHIELD 39"GEOMAT WIDTH 2'-0" MIN. MANIFOLD FABRIC GEOMAT �---------------- ---�f- -v-----------� �- - ---- � BALL VALVE 1 HEAVY DUTY 1 1 1 I I 1 I GEOMAT CORE SIDE CLEARANCE AND COVER GEOMAT LENGTH CLEANOUT&DISTAL HEAD PORT 1 LOCKING COVER/ 1 1 1 1 11 1 FABRIC - W/THREADED CAP H10 LOADING Id Go TOP OF FILL FINISHED GRADE EL.23.17'+/- SLOPE LO EL.23'+/- 1/3 MAX. CONCRETE 4,000 P.S.1 1 1 I W !- ----I -I ! - - I -� 1 1 1 A 1 1 1 1 I A III @ 2s-DAYS-W/--REBAR- + 1 - - - -I - - - - - 1---- ! ! --- ASTM A-615,GRADE 4"PIP /. ° I 1 1 60 W/WELDED WIRE 1 1 1 1 \� i/ \ i/ \\lii\�\li/ 1 a � , 36" MIN. 1 1 1 I 1 11 1 J d' a 8 NV. EL. 1 FABRIC ASTM A-185 - 1 d . 1/8"PER 12"SLOPE ° PERMEABLE FILL ° O d ° DOWN TO LATERAL 1 LINE OF WALL TICKNESS 1 1 I I I 1 1 1-60 MINUTES PER INCH ° z'� ° L--------------------- --1- .-----------J L- ------------------ -�1J'�----------J PERCOLATION RATE,OR 2 Q SAND AND LOAMY SAND. - 4"GRAVITY INLET J4" 4" 4" Q Q r " 4" REPLACE EXISTING SOIL FOR z GROUND WATER BOTTOM PIPE FROM HOME 10 -0 N 10 -0 A DEPTH OF 4'BELOW MAT EL. 3' OF MAT 10'-8" - 10'-8" N EL.22.19' CAR N FILTE 0 1 2 FT PRESSURIZED GEOMAT LEACHING SYSTEM PRESSURIZED GEOMAT LEACHING SYSTEM PLAN VIEW L I I CROSS SECTION LONGITUDINAL CROSS SECTION NOTE: - PROVIDE#4 REBAR @ 12"O.C. �GEOM LEACHING SYSTEM DETAILS 1 VERTICAL&HORIZONTAL(TYP.) HEAVY DUTY 4 DIA. MIN. - CONCRETE 4,000 P.S.1 @ 28 DAYS W/ LOCKING COVER/ SDR35 PVC PIPE CARBON FILTER U 1/2" �� REBAF'ASTM A-615, GRADE H10 LOADING PITCHED 60 W/WELDED WIRE FABRIC ASTM A-185 TO GRADE, TYP. @1/8"/FT. MIN. ALL SIDES HEAVY DUTY - WATERPROOFING ON BOTH PRIMARY LOCKING COVER/ H10 LOADING AND TREATMENT TANKS,AS PER 12"H. RISER,TYP. TO GRADE VALVE BOX W/CAP GRADE TO DIVERT GENERAL NOTE:SEPTIC/TREATMENT (24"MAX.) RUNOFF 1"SCH.40 PVC LATERAL CONSTRUCTION CRITERIA#5. DISTRIBUTION PIPE 12"H. RISER � � ( ) - Z _ N FINISHED GRADE PRESSURE LU 1"PVC SCH 40 I BALL VALVE III 00- l SPECIFIED ORIFICE HOLES 24"MAX. PVC SCH 40 - _� 2"PVC SCH 40 - - - 1/2 W.x LATERAL _ GEOGUARD ORIFICE SHIELD e I - _ MANIFOLD -� - r rr 4 1/2 W.x 1 1/4 D. I r rr '� I,---_ rr 1 1/4 I I ; '_ � o _ ' SEALANT 2 -0 _ _ 2 0 BAFFLE WALL SLOT D. -- --' BUTYL RUI3BER I T li I I - • E 2 -0 !N- --- -- --II - - -- I- Zr_Orr N " •° '. " " -- - rr L SLO, I I _--_ I I I I III I _ _ ` � 3/4 GEOMAT BAFFLE WALL - PLACE ON 6 BED OF 2 X1 PVC SCH 40 --- ---------------- CORE FABRIC CLEANOUT&DISTAL I !n I' 2"DISCHARGE TO PEA STONE TEE FABRIC HEAD PORT z DISPOSAL FIELD 1"PVC SCH M LE THREADED ADAPTER AND CAP PIPE - - •; - =� ---------------isr- ---- I .. ---- 2X1 PVC SCH 40 TEE I 2oPVC SCH 40 '--II_ , I- _� � !_I_--� - - I - del „ , • ° INFLUENT - MAXIMUM LIQUID LEVEL _ --- - I— -- ° ° MIN.4"DIA. N TEE -- - - - CLASS 2400 a� � MANIFOLD 1"PVC SCH 40 PIPE PIPE OR TEE ---------------------- PIPE OR WASTE SCH 40 90 DEG SWEEP ON PITCHED MIN. `r � r r, 00 r MV — - 6 OF PEA GRAVEL BED PIT PER 12" 6 -6 3 - SCH40 COUPLING I ¢" B FFLE 4" GEOGUARD ORIFICE SHIELD `t d d ° 4 d NOTE: THE VALVE SHOULD BE THE HIGH POINT, ° F ° d• L , ° - ° d - ° a- EQUALIZATION VALVE INSTALLED ON WATER SHOULD DRAIN BACK TO THE 0 1 FT LATERAL IN COVER PUMP TANK AND TO GEOMAT TO PREVENT i 1 4" 10'-0" 4" 4" 10'-0" 4" FREEZING WATERTIGHT, SEALED, EFFLUENT 18"TO 24"+/- FLEXIBLE JOINT FILTER IN FASTED WITH SS MIN. 3"SAND OR � GEOMAT LEACHING SYSTEM DETAILS 2 RETRACTABLE CLAMP, TEE PEA GRAVEL TYP. 6"THICK PRIMARY TANK PRECAST CONCRETE 1000 GAL SEPTITECH STAAR .50 PROCESSOR CONCRETE ECAST SHOWN DIAMOND PRECAST 1000 GAL SEPTIC IN 1000 GAL DIAMOND PRECAST SEPTIC TANK 0 1 2 FT PRECAST TANK, RECOMMENDED WATERPROOFING DUE TO I I I CONCRETE CLAYEY SOILS RECIRC PUMP: TSURUMI OM3 W/(2)7/16"VENTURI, PHASE 1-115V/0.2 HP, CAP FINISHED GRADE 3.2A/5.1A FULL/BREAKER 8A P-BACK PUMP: GOULDS LSP-03, PHASE 1-115V/0.33 HP,2.9A/7.2A FULL/BREAKER 8A SECTION VIEW DISCHARGE PUMP:GOULDS LSP-03, PHASE 1-115V/0.33 HP,2.9A/7.2A FULL/BREAKER 8A 29' 1 Pitch 114"Per Foot,Mimi STAAR 0. 5 CONCRETE W/ DIAMOND PRECAST 1000 GAL SEPTIC TANKS ® � -'— GRAVEL FILL INLET:4"Diameter Class 2400 Pipe 8'DIA.PRECAST n SeptiTech STAAR. 0.50 details I RING, TYPE LEACHING 1/2" = 1'-011 i I i1 —TITI __ 1111JJ=11111 CLEAN SAND&GRAVEL. Low evel Float wI c (White) H igh evel Float - - - - — - - - - — D ' Control Power GROUNDWATER 6 1115 C (Yellow) AL v c, ?_021 ��, 1 Am W arge Pump StAAR (Clear) L— -.---------___j 2Pqw eed Control Panel 0 2 4 FT c, ;1 ' Own mp r Retu Pump Eat _ Trusteec_ 11�5 V C (Black) 20 mp 6 Stormwater DW Detail SINGLE LINE DIAGRAM Recir ulate Pump STAAR 0.5 0.75 1.0 (Red) Innovative and Alternative Onsite No. Description Date 115 VOLT p NOTES: CONTROL PANEL Wastewater Treatment System (I/A 1)All Wiring to the tank should be minimum WITH MAIN SERVICE OWTS) [Street] DISCONNECT #14 AWG THHN or1'FFN unless otherwise noted. ON PEDESTAL studio a/b architects g vAG,IIM' z ,; I:.,,..._ • . „ r MALE THREADED SLATE OR OTHER MALE THREADED MALE THREADED 651 West Main Street, Control one y-i-230 vnC w/Neutral MOO - V ;I'_ —0 a;�J., �1 �`� ADAPTER AND CAP SUITABLE COVER ADAPTER AND CAP ADAPTER AND CAP DECKING CEDAR Riverhead, NY 11901 , D T .., • .4:, - ..a 0 , • _,,.,.. 631 591 2402 115 VOLT VERSION I _._ : I, .•. _• tom,,....., 631 323 1426 oat csz cst �� I I ��' I .., ,• � t + + _ / _ —� z• I,. , glynls@studloabarchltects.com Pro B,ei 91 7°nk � ..--+"!� ...° �: •7— �'• ..,,. '.' ' mailingaddress: , Q PO Box 444 Orient NY 11957 l y' ^P='1 ,..-. • 115 VAC -I Q SEWER PIPE I %. I 1 Y d n. —o I •..,..,.,.,..,. DOUBLE SIDED zO�'�I'\a" f -' - -�. 45 DEG. ELBOWS WYE "°"'° • ,. _� LASCO D448-040 ZO J .... °-eARftIEft TEP"""'A` 30 DEG ELBOW 60 DEG WYE OR E..... ,. Q' 4X4 ACQ POSTS i:a°"'" - ' "moo" .•.•, ' 24"SUBMERGED TO SOIL, Owner: User Supplied Power Charles RosenbaumNOTES: I I/A OWTS Details Control Power Pump 1)All Wring to the tank should be minimum y • Ile vAC.5—P. Power „� �• • , P�m°P°„er 0ot�o�, ALTERNATE A: FOR BENDS ALTERNATE B1: FOR USE WITH ALTERNATE B2: FOR USE WITH 11 Project number 21220 p14 AWG THHN or TFFN unless othe-ie.noted °""0 (] I15 VA.u Am> Ill°A ° 2 0 v^�®...Amp,w,fteetr° BLDG. EXTENSION/CONNECTION BLDG. EXTENSION/CONNECTION UNDERGROUND LINES 20 Amp sane Aeees,°r ee W/DOUBLE SIDED SWEEP 24" MIN. BELOW GRADE Date 6/22/2021 Power Feed INSTALL STAAR 05_0]5_70 �-0A o M;eTiaer CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC a 115 VOLT STAAR 05/0 75/1 0 „ Drawn by GB CONTROL PANEL INSTALLATION co Se tiTech STAAR Electrcal Diagrams n CLEANOUT DETAILS DIAGRAM property Tax Map#: Checked by HA 22 KI 1000-059.00-01.00-006.002 "' N.T.S. N.T.S. N.T.S. N site street address: Cj. 02 N 6710 Soundview Ave. N Southold, NY 11971 Scale As indicated co GENERAL SYMBOLS &I.OVENTIONS MATERIALS -- - - _ DRAWING LIST 01 GRID REFERENCE - Sheet EARTH ��,�'� Number Sheet Name sIM • NOTER-GENERAL- Architecture + XX DETAIL REFERENCE GRAVEL T.0.0 Title Sheet_ Interior Design - SITEWORK •ALL CONSTRUCTION TO ADHERE'0 APPLICABLE LOCAL BUILDING CODES AND 2020 RESIDENTIAL CODE OF NEW YORK STATE / ALL PLUMBING WORK TO ADHERE TO LOCAL JURISDICTIONAL GOVERNING CODE A.0.1 Site Plan 200 Park Avenue South I Suite 1410 ALL ELECTRICAL WORK TO ADHERE TO LOCAL JURISDICTIONAL GOVERNING CODE A.1.1 Slab Edge Plan New York, NY 10003 ^XXM SE,'TION MARKER BRICK CMU ALL MECHANICAL WORK TO ADHERE TO LOCAL JURISDICTIONAL GOVERNING CODE A.1.2 First Floor Plan p 212 477 7700 1 www.dhd.nyc MASONRY •REFER TO THE STRUCTURAL DRAWINGS FOR DESIGN CRITERIA,WIND SPEEDS,SEISMIC DESIGN,CLIMACTIC AND GEOGRAPHIC DESIGN,LOAD CALCULATIONS,NAILING A.1.3 FramingPlan SCHEDULES,AND FASTENING AND STRAPPING DETAILS. °`` ° A. Roof Plan ALL RIGHTS RESERVED. Name ";� �' °" � •UPON NOTIFICATION FROM THE ARCHITECT OF LOCAL BUILDING DEPARTMENT APPROVAL,UNLESS OTHERWISE AGREED UPON,IT IS THE CONTRACTOR'S RESPONSIBILITY TO Elevation LEVEL MARKER • - COORDINATE AND MAINTAIN ALL BUILDING,PLUMBING,AND ELECTRICAL PERMITS This drawing,and all graphic and written material contained herein, Re GROUT CONCRETE POOL SHALL BE FILED SEPARATELY A.1.6 First Floor Reflected Ceiling Plan constitutes the original and unpublished work of David Howell • A.1.7 First Floor Electrical Plan Design Inc.,and may not be copied,distributed,or used In whole or 1 -THE CONTRACTOR SHALL MAINTAIN ACCESSIBILITY FOR INSPECTION BY THE LOCAL BUILDING OFFICIALS AS REQUIRED AT ALL TIMES;THE CONTRACTOR SHALL COORDINATE in part,without expressed,written permission. LIGHTWEIGHT CONCRETE ROUTINE SITE INSPECTIONS AS PER THE GOVERNING BUILDING CODE WITH THE LOCAL MUNICIPALITY A.2.1 Elevations 1 A101 1 ELEVATION MARKER CONCRETE -THE CONTRACTOR SHALL NOTIFYTHE OWNER OF INSPECTIONS,SCHEDULED OR UNSCHEDULED A.2.2 Elevations STRUCTURAL ENGINEER CONTRACTOR TO THOROUGHLY REVIEW THE CONTRACT DOCUMENTS AND SPECIFICATIONS FOR INCONSISTENCIES WITH SITE CONDITIONS;CONTRACTOR TO NOTIFY ARCHITECT 1 A.3.1 Section }-t i:}t�f +-,j IN WRITING AND REVIEW ANY INCONSISTENCIES WITH ARCHITECT PRIOR TO PROCEEDING WITH THE WORK Ref i` ;1; INCONSISTENCIES WITH SITE CONDITIONS DO NOT ABSOLVE THE CONTRACTOR OF THE OBLIGATION TO ADHERE TO THE CONTRACT DOCUMENTS,BOTH DRAWINGS AND A.5.1 Wall Types ROOM NAME ROOM IDENTIFICATION BATT/FIBROUS RIGID INSULATION SPECIFICATIONS ® NUMBER INSULATION A.6.1 Schedules ULATION r INCONSISTENCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS DO NOT OBSOLVE THE CONTRACTOR OF THE OBLIGATION TO ADHERE TO THE STANDARDS OUTLINED;ALL XXX SF -ARE° INCONSISTENCIES SHALL BE PRESENTED TO THE ARCHITECT IN WRITING PRIOR TO PROCEEDING WITH THE WORK S.000 General Structure Notes FIREPROOFING EIFS INSULATION MEANS AND METHODS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE AGREED UPON WITH THE OWNER AND ARCHITECT S.100 Foundation Plan 1.01 WINDOW NUMBER THERMAL&MOISTURE PROTECTION THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE SUPERVISION AND OVERSIGHT OF SITE OPERATION S.101 First Floor Plan MECHANICAL ENGINEER STATE PROVIDE,ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS,AND ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY ALL CITY AND S,1 O2 Roof Fram Ing Plan 0.01A DOOR NUMBER / /,' STEEL ALUMINIUM •CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF WORK S.200 Roof Framing Plan �# METAL •CONTRACTOR TO PROVIDE TEMPORARY POWER POLE AND METER FOR THE DURATION OF THE WORK;CONTRACTOR TO MAINTAIN TEMPORARY LIGHT AS REQUIRED FOR THE S.3OO Framing Details PARTITION TYPE DURATION OF THE WORK -- / CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY FACILITIES S•302 Typical Floor Framing Details by Weyerhaeuser WHEN REQUIRED,THE CONTRACTOR SHALLTAKE CARE TO MAINTAIN SAFE AND CODE COMPLIANT CONDITIONS FOR TENANTS OCCUPYTHE SITE OR BUILDING DURING ANY S.3O3 Typical Floor Framing Details by Weyerhaeuser PLASTIC GLASS r PERIOD OF CONSTRUCTION;UNLESS AGREED UPON BY THE OWNER IN WRITING,CONSTRUCTION OF THE WORK SHALL NOT INHIBIT ACCESS TO OCCUPIED PORTIONS OF THE SITE S.400 Steel Details LANDSCAPE ARCHITECT REVISION r. <' . OR BUILDING GLAZING r r' -THE OWNER SHALL MAINTAIN THE RIGHT TO ACCESS THE SITE AND BUILDING AS REQUIRED FINISH TYPE TAG PLYWOOD(finish) PLYWOOD(rough) VW. ftl exterior lighting ® EQUIPMENT TAG -r,r Y !1 i- ti ""' ' PLUMBING FIXTURE TAG , J� `I `~' HARDWARE TAG WOOD(finish) PARTICLEBOARD �� -�/ YOR>c STATE & TOWN CODE, In-stalled,replaced Or APPROI-ED AS NOTED AS REQUIRED AND CONDITIONS C, nr-".rcd shall conform _ - to Chapter 172 CE CEENTERLINE — `— DATE q� 'o�a B,p i 0 SOUTHOL D TOIAVN ZBA of the Toi-m Code WOOD(end grain) WOOD(slab) x DIMENSION WOOD FE9��BY SOUTHOLD TOWN PLANNING BOAR -- NOTIFY BUILDING DEPARTMENTAT SOUTHOLD TOWN TRUSTEES 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: I.Y.S.DEC " '- r- STONE II STONE 2 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE DRAWING SYMBOLS&COVENTIONS _ 2. DOUGH-FRAMING&PLUMBING ®��f --- -- - --- - — 3. INSULATION NOT PnOCEED WITH ,!� QS SMOKE DETECTOR STONE 3 4. FINAL MUST FR1'"',;UuU:"dTILSURVEY F FOUNDATION LOCATION pt(JMBER CEF�T1FlCAT10N sroNE C HAS BEEN PP OVED. ON LEAD CONTENT BEFORE © CARBON MONOXIDE DETECTOR BE COMPLETE FOR C.O. ® EXIT SIGN-SINGLE SIDED ABBREVIATIONS ALL CONSTRU=ON SHALL MEET THE Cl ^l"" Y _ REQUIREM�N't"5 OFTHE CODES OF NEW CERTIFICATE OF OCC , - , y ® EXIT SIGN -DOUBLIESIDED AC AIR CONDITIONING PORK STATE, NOT RESPONSIBLE FOR RETAIN STORM WATER RUNOFF SOLDER US"D I"""'" r-R ACS ABOVE CONCRETE SLAB DESIGN OR CQNSTRUCTON ERRORS , M (�• -, r PURSUANT TO CHAPTER 236 Icv��6- SWITCH ADJ ADJACENT OR ADJUSTABLE OF THE TOWN CODE. ,F 1c� - AFF ABOVE FINSIHED FLOOR - THREE WAY SWITCH ALUM ALUMINIUM (ACC ID NCy O� �` ` AS Vl✓li(J H PLLJMBli��, AS REQUIRED USE IS UNLAWFUL `F"� ' �- DIMMER SWITCH REQ'D ��C� I� ALL PLUM.- ry TRUSS PLACARDING REQUIRED &VWATER L; D SITE BOUNDARY BLDG BUILDING WITHOUT CERTIFICATETESTING EEF, , ,VERI' •�-- KEYPAD CL CENTERLINE �- RADIANT COG CEILING ®1- OCCI PANCY 1„� � No. Description Date COL COLUMN tJ /-lI V ti f� " - FAN CONC CONCRETE `-,, .� CONST CONSTRUCTION - � .8 �`" l q '� ��'' Must provide Manuals , PERMIT 09/02/2022 CONT. CONTINUOUS 1 D, 1 and S as per �- CABLE JACK n C� TELEPHONE DIAM DIAMETER 1Y ( I NYS Energy Code ro� ELEC ELECTRICAL GTB�- CATS EQ EQUAL EXG EXISTING $1o��rer door �- DUPLEX FF FINISHED FLOOR and ductwork FH FULL HEIGHT rn � DUPLEXGFCI FIN FINISH testing require . FIXT FIXTURE - - us' �- DUPLEX W/USB FM FIELD MEASURE - - -- -- -- - _. FO FACE OF/FINISH OPENEING ___ _- - -------------- EXTERNAL GFCI FT FEET/FOOT GWB GYPSUM WALL BOARD ---- --- - -------------- - B- APPLIANCE OUTLET -- ------ - — --- HC HOLLOW CORE --- - -----. - --- ------- QUAD - - - OUTLET HDF HIGH DENSITY FIBERBOARD _- - -- _ - - _ HDWD HARDWOOD THERMOSTAT HM HOLLOW METAL MAX MAXIMUM E� ELEVATOR CALL MDF MEDIUM DENSITY FIBERBOARD - - - - -- - _. _------ -- --- - - -_ -- ._- - -- -- - - - -- -- - - --- - - ---- - - - -- ------�.. J e a u 1 1 1 _ o n Tr _ - MECH MECHANICAL --------- ._ - - MIN �� - - --`-F -- 6710 Soundview Avenue U POWER PANEL I I ?� `� � ..-. W MTL METAL MINIMUM Id J- - - - Southold, New York LOW VOLTAGE PANEL NTS NOT TO SCALE NIC NOT IN CONTRACT Project NO.: /�-2001 1 � I - � OC ON CENTER Q OPP OPPOSITE HAND C� FIOS PANEL HAND - --- ---- --- — --- - - - - - - I - -_ j - - PH PARTIAL HEIGHT !� I � I -- -- ----- - _ - - I � - _ _ �kSD APO) - - - - PL GL PLATE GLASS - -- - - --- - __ _.__ _ -- — ----- ----- �'� NO ,A t, PL LAM PLASTIC LAMINATE -- ---- - - ;--- --- -- -- - --- - - l I�r -- --- -- _ - -- -- -__- - - - �� ®n�. arC t�`,1't -- Q PLY PLYWOOD - - III --11 -_ - - - _--- _ RAD RADIUS - _ - REF REFER REQ'D REQUIRED RO ROUGH OPENING e3359 SATT SET ACCORDING TO TILE - SC SOILD CORE SEP 15 2022 SF SQUARE FOOT SIM SIMILAR sS STAINLESS STEEL Seal & Signature: STL STEEL T&B TOP&BOTTOM T&G TONGUE&GROOVE ARCHITECTURAL THK THICK Permit Set TOH TOP OF HEAD TOS TOP OF SILL TYP TYPICAL UC UNDERCUT UON UNLESS OTHERWISE NOTED US UNDERSIDE USH UNDERSIDE OF HEAD VIF VERIFY IN FIELD Title Sheet W/ WITH W/o WITHOUT WD WOOD Date: 9/13/2022 5:23:17 PM WP WATERPROOF WRGWB WATER RESISTANT GYPSUM WALL BOARD Te0 * 0 FNO MpN SITE NOTES: MAP: LOT: -ALL DIMENSIONS ARE TO FACE OF CONCRETE (F,O.C.), I LiL D UNLESS OTHERWISE NOTED. p Architecture + M°N Design i teror es -DO NOT SCALE FROM DRAWINGS, p O�$ �� In g -ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO 200 Park Avenue South I Suite 1410 �0 BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING / '\ �( New York, NY 10003 WITH CONSTRUCTION. t j E 1" FEN n n V J oa \ � p 212 477 7700 I www.dhd.nyc -CONTRACTOR SHALL PROVIDE, ERECT,AND MAINTAIN ALL ri — — 4 00. \ TEMPORARY BARRIERS AND GUARDS,AND ALL C I 2Qo 5� V a0R �� O ALL RIGHTS RESERVED. TEMPORARY SHORING AND BRACING IN COMPLIANCE WITH This drawing,and all graphic and written material contained herein, ALL STATE AND LOCAL REGULATIONS. O� N !�'� r \ constitutes the original and unpublished work of David Howell S R` Design Inc.,and may not be copied,distributed,or used In whole or -CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PP �ENt �N S� \ in part,without expressed,written permission. PROTECTION FOR THE BUILDING AND ITS CONTENTS E0�EOF DURING THE COURSE OF WORK, P r /� 1 \ STORMWATER STORAGE CALCULATIONS STRUCTURAL ENGINEER -CONTRACTOR TO PROVIDE TEMPORARY POWER POLE P �� t ROOF AREA:1,379 SF(UPPER ROOF),1,157 SF(LOWER ROOF) AND METER FOR THE DURATION OF THE WORK. EDGE OF POND AS LOCATED \ STORAGE REQUIRED AT UPPER ROOF(COEFF,-1):1,379 SF X 2"X V/12"=230 CUFT O1, BY DKR SHORES INC.ON `� (1)PRECAST DRYWELL V DIA.X 6'EFF.DEPTH PROVIDES 252 CUFT OF STORAGE CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY ' S E AUGUST 9,2020 \ STORAGE REQUIRED AT LOWER ROOF(COEFF.-1):1,157 SF X 2"X 1712"=193 CUFT FACILITIES AS TO LEAST IMPACT NEIGHBORS AND AS E�,19 N /• r \ (1)PRECAST ORYWELL 8'DIA.X 5'EFF.DEPTH PROVIDES 210 CUFT OF STORAGE DIRECTED BY STATE AND LOCAL REGULATIONS, �� , POOL AREA(FUTURE):512 SF 1 \ STORAGE REQUIRED(COEFF,=1):512SF X 2"X 1712"■85 CUFT -CONTRACTOR TO VERIFY THE LOCATION OF ALL UTILITY w� p MPP (1)PRECAST DRYWELL V DIA.X 3'EFF.DEPTH PROVIDES 126 CUFT OF STORAGE I M F��E PERVIOUS DRIVEWAY AREA:581 SF(AT STREET),3,232 SF(AT HOUSE CONNECTIONS PRIOR TO COMMENCING WORK. w ae ,/ EEC S PREAFRO ( ) MECHANICAL ENGINEER CONTRACTOR SHALL COORDINATE WITH APPROPRIATE STORAGE REQUIRED AT STREET COEFF.-.4):232 SF X 2"R VID -39 CUFT (1)PRECAST GALLEY DRYWELL 4'X 4'X 3,3'EFF.DEPTH PROVIDES 40.3 CUFT OF STORAGE UTILITY PROVIDERS AND OBTAIN ALL NECESSARY PERMITS M�TE WE-��p,NO STORAGE REQUIRED AT HOUSE(COEFF=.4):1,293 SF x 2"X 1712"-216 CUFT TO CONNECT TO UTILITY SERVICES. r s pap paEa (1)PRECAST DRYWELL 8'DIA•X V EFF.DEPTH PROVIDES 252 CUFT OF STORAGE �- �\ NC W 0 SBOUNDARY GROSS FLOOR AREA FRO 002 FILED MAP -ALL UTILITY TRENCHING TO COMPLY WITH APPLICALBLE ® # O r MINIMUM GROSS FLOOR AREA ALLOWED FOR 1-STORY RES,(R-80):850 SF PROPOSED 1-STORY GROSS FLOOR AREA: 1,773 SF CODE AND UTILITY PROVIDER STANDARDS, •Q� / PROPOSED FINISHED BASEMENT GROSS FLOOR AREA:1,773 SF 0, , CURRENT FRESHWATER WETLANDS TOTAL LOT COVERAGE -CONTRACTOR TO PROVIDE AND MAINTAIN JOBSITE Fj r BOUNDARY AS DELINEATED BY PROTECTION MEASURES DURING CONSTRUCTION DRIVE AT STREET SUFFOLK ENVIRONMENTAL MAXIMUM LOT COVERAGE ALLOWED(R-80-20%):21,699 SF LANDSCAPE ARCHITECT PRECAST DRYWELL: M,qp S r 4'x4'x3.3'EFF.oEPTH � �—CONSULTING,INC.ON JLUY 15,2015 PROPOSED LOT COVERAGE: 7,030 SF(HOUSE,DECK,DRIVEWAY,POOL,HOT TUB) INCLUDING BUT NOT LIMITED TO: DEWATERING, RUNOFF \ V` AND SEDIMENT CONTROL, AND EROSION CONTOL IN DISTURBED AREA CALCULATION �,• %CURRENT 50'BUFFER COMPLIANCE WITH STATE AND LOCAL REGULATIONS. ` 3 LOT AREA(100%):107,997 SF -CONTRACTOR TO PREPARE TEST PITS AT ALL # r p AREA OF NON-DISTURBANCE (24.4):): 26,0 SF 1� /� LOT AREA OF 15% WETLANDS%):63 26,303 SF \ ` LOT AREA OF 15%SLOPES(0.6%):637 SF PROPOSED CORNER POINTS, / OyOC 6� LOT AREA EXCLUDING 2015 WETLANDS AND 15%SLOPES(74.9%):80,859 SF VERIFY FINAL SLAB EXISTING DRIVEWAY TO REMAIN IN ORDER �� -CONTRACTOR TO TO PRESERVE EXISTING TREES ALONG ENTRANCE OF COMMON PROPERTY LINE. (BETWEEN TAX LOT 1000-59-8-6.1&6.2) LF r '� �P THE LANDWARD EDGE OF NON-DISTURBANCE LINE(50' EpGF OF OGF, LANDWARD OF WETLANDS)WILL BE DELINEATED WITH EITHER PROPOSED SPLIT RAIL FENCE(USING NON-TREATED POSTS), WETLgN pS # A STONE 06 TH NATIVE PLANTING,ALL WITH SU F C ENT ELEVA ION SPAWALL,OR BOULDERS IC NG/P NETRATION IN WALL r r OR BOULDERS TO ALLOW THE NATURAL FLOW/PASSAGE OF WATER AND SMALL ANIMALS THAT INHABIT THIS AREA. WETLANDS BOUNDARY \ M 2002 FILED MAP NEW 100'SETBACK LINE BASED ON 2015 FLAGGING TREE:LINE 1`o0 /x\ /0 AREA OF NEW DRIVEWAY INSTALL SILT FENCE FOR THE ® DURATION OF CONSTRUCTION AT �—: � THE EDGE OF THE FRESHWATER L. CONCRETE WALL WETLANDS NO N NDARYAND THE LINE OF NON-DISTURBANCE �h� LINE OF NON' m gyp• FUJI CLEAN TANKS GRAVEL / 1 i . DRIVE AT HOUSE INCOMING PROPERTY LINE WATER LINE (4)34'LONG,39"WIDE PRECAST DRYWELL:LL: FROM STREET </ -' k •• PRESSUREIZED GEOMAT / n: \ -- — — SETBACK O :JJ a, 72. r ° PROPOSED .0000 EASEMENT 0 c,i ELECTRICALAND GRAVEL DRIVE � I i \` �� — — SITE BOUNDARY 2P r�y / r COMMUNICATION S �' 1 } SUBSURFACE DRAINAGE �— 8 DIJA.X O P PRECAST DRYWELL: p DEPTH NO. Description Date K � / WATER SUPPLY 22„ OAS FOOTPRINT 1 STORY HOUSE HEAT PUMYcONDENSER AND SLAB ELECTRICAL SUPPLY GRADE \ " 1 1 T.O.FINISH FLOOR 24'-1" / l JC' � NEW 07SETBACK LINE FLAG TELEPHONE BASED ON2016 FLAGGING 98.47 it i UPPER ROOF / CABLE TV �� , PRECAST DRYWELL: \DECK pp ' ' 4� '�>> s'Dw.x s'EFF.DEPTH SANITARY SEWER /� 20. 1t �C V 7'X 7'JACUZI -— FENCE 0� 6� v OAK NEW SITE CONTOUR � v 1 1 17" — — — — — — — EXISTING SITE CONTOUR ®TEST H� 1 15 X 25'POOL,UNDER EZ1%Ol�7 CONDUIT 1 ' SEPARATE PERMIT n� ' POOL PRECAST gp OAK Rosenbaum/ TEST HOLE DATA 8'DIDRYWELL: , 1 1 A,X 3 EFF. 5/18/01 EL,23 DEPTH / 6710 Soundview Avenue � � / Southold, New York EL 24 BROWN CLAYEY 0 1 1 / 'CO Project NO.: A-2001 1 SAND SC - Q 21 11 o REDDISH BROWN CLAYEY CL 1 1 / O von a ��pEID Apo R�o �/ moo`oPy`s) NO;�r�`<r�� n BROWN SANDY CLAY CL 20 BROWN CLAYEY / ��-� 03 9 Q� SAND SC 1 / -=—' EL 2 HIGHEST EXPECTED 22 1 / WATER IN BROWN C / Seal & Signature: CLAYEY SAND SC / NOTES: 39' 1.) CONTOUR LINES ARE REFERENCED TO THE FIVE EASTERN TOWNS TOPOGRAPHIC ARCHITECTURAL WATER IN BROWN MAPS. FOR NORTH AMERICAN VERTICAL DATUM 1988 EQUIVALENT, SUBTRACT 1'. FINE TO COARSE 2.) THERE ARE WETLANDS WITHIN THIS PARCEL. REFER TO PROPOSED HEALTH SAND SW DEPARTMENT PLANS FOR MORE INFORMATION. Perlir"llit Set 45' 3.) EXISTING PARCEL IS VACANT. o d 4.)WETLANDS BUFFER: 08/09/2017 5. WETLAND FLAGS: 08/19/2020 TEST HOLE FROM FILED MAP �o�� 6.) LOT NUMBERS REFER TO "MINOR SUBDIVISION FOR DOROSKI FAMILY LIMITED 5 PARTNERSHIP" FILED IN THE OFFICE OF SUFFOLK COUNTY CLERK AS MAP NO. 11497 Site Plan p Date: 9/13/2022 5:23:09 PM Site Plan- Permit 1" = 30'-0" AeOe I 0 TREE LINE ® AREA OF NEW DRIVEWAY ICJ CONCRETE WALL Architecture + i GRAVEL Interior Design 200 Park Avenue South I Suite 1410 — - PROPERTY LINE New York, NY 10003 p 212 477 7700 1 www.dhd.nyc - - --- --- -- ------- SETBACK --" - - EASEMENT © ALL RIGHTS RESERVED. This drawing,and all graphic and written material contained herein, constitutes the original and unpublished work of David Howell SUBSURFACE DRAINAGE Design Inc.,and may not be copied,distributed,or used in whole or in part,without expressed,written permission. WATER;)UPPLY STRUCTURAL ENGINEER ELECTRICAL SUPPLY TELEPHONE CABLE TV SANITARY SEWER MECHANICAL ENGINEER -— FENCE NEW SITE CONTOUR - - - - - - - EXISTING SITE CONTOUR [T1%T Z17 CONDUIT LANDSCAPEARCHITECT 1 A,3,1 ELEC. HYDRONIC HEATING BOILER FEEDS TO ELECTRICAL INCOMING AND TEL-DATA PANELS I WATERLINE I I ( PERIMETER EQ EQ � FROM STREET DRAIN TERMINATE �o TO DRYWELL T - - - - - - - - - i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - - - - - - - - - COMMUNICATIONS ` A-- - 23/4 - - - - - � � L - - - - - � - ._ - - - - - I - PLUMBING STUB q III -- - 10 il tt-Iw p q UPS FOR p PRIMARY I ' -- BATH,TYP. 4 =0 3/8 3'-5 5/8" 2'-0" ELECTRICAL SUPPLYI I - — — PLUMBING I - SITE BO STUB UNDARY t II - � I ---- -----,_4 91/4�� I q u q I Cl No. Description Date u i r-o q p PLUMBING p N q-r a--= -m- p a u q I .. w I u q r STUB UPS FOR r PERIMETER DRAIN m_ - -- - _ ---- u q i w p -- - -1- q -u BATH 1,TYP. q r' -i - -- q o r M - - - u� u : "'.------_'- I M --a- - - - -- ==q _ _�_o_! = --- - -- - _- _ - - -- - _ - - - - -- -- - N -- - • - - !- - - � __- - � _ - - - - - - - � _ - _ _ ____ �- - - - - ---- - - - - � � ----- _ � I I, _ i- AT€RSHUT-0 F j I ! n TIF v - I — T .- --- t I PLUMBING STUB UP I 1 Eo - I T.0 SLAB 23'-9" r I F. t Rosenbaum FOR ISLAND STRUCTURAL DRAWINGS 5"CONC. STRUCTRUAL SLAB OVER OVER 9 t I - r ! ELEC. STUB UP ti CONTROL JOINT,TYP. POLY, VAPOR BARRIER M AND 4"R-20 HIGH DENSITY XPS FOAM. REFER TO STRCUTRAL DRAWINGS FOR DETAILS AND REINFORCEMENT, 3"CONC.TOPPING 1 t 1 6710 SOUndVI@W Avenue WITH HYDRONIC HEATING TUBING. p I Ir Southold, New York Project No.: A-20011 - - - - - - _ - -- - -- - -- - -- - -- - - - - - -- -- -- -n - - -- -- - -- - - - _ — - l 111 I I - - 00 --- 191 I II - I - - - _I- - ---- _-- --- - -- - --- -- - --- - - - - _ - - - -__ (�E Ape FOUNDATION WALL WITH STEM AND SHELF PER - ___u_ _-_ ___ 5-(� C .'r STRUCTURAL DRAWINGS. 2" R-10 HIGH DENSITY XPS_ FOAM AT OUTER &INNER FACE OF WALL. CONC. 1LJ____- ! I FOOTING PER STRUCTURAL DRAWINGS. PROVIDE 4"-6"- ILL.-_ 00 -- --------- --- - - -.._._.I - - -- --- - ---- ----CRUSHED- ---- i STONE BASE AND PERIMETER DRAIN AT- - I -- -T1 a - - i = w = = = FOOTING, __ ------- - -- � OF N - __=1X6 TIMBERTECH (OR APPROVED _ _ -- _ _ Seal & Signature:EQ.) OVER 2X TREATED PINE WOOD__ _ 12" DIA. SONOTUBE,TYP. —_. --- FRAMING,TYP. PER STRUCTURAL- PER STRUCTURAL - -- ---- ----- -_ ARCHITECTURAL PERIMETER - --- - -- DRAIN - TERMINATE ---------- --- ' --- --- - TODRYWELL 5'-0" 61-6" 32'-83/8" 14'-01/8" 9'-91/2" ermit Set 1 2 3 4 5 6 T,pt- Slab Edge Plan Date: 9/13/2022 5:23:10 PM 1 Architectural Foundation Plan-Permit 1/4" = 1'-0" Ael e APPLIANCES SCHEDULE 3"v KEYNOTE1 APPLIANCE MODEL SUPPLIER Description DIMENSIONS Wood_Burning_Stove_1 Architecture + 8166 _ _ - - - -1- - _ _ Stacked WasherDry'er WF45H6300AW / Samsung TBC _ _ _ _ - - -� - - - --�„ - _ - �„ (� T — T- — — i— -� _ _ _ _ Interior Design - I I 2" r -T - 200 Park Avenue South Suite 1410 DV45H6300EW " I 1-1/2"I 1-1/2" 1 1-1/2" r- 1-1/2" 11-1/2" New York, NY 10003 Frigidaire Induction FGIH3047VF Frigidaire Frigidaire Gallery 30" Front Control Height: 36 5/8" I W SHER XN I o �Q- oo LAv LAv LAv p 212 477 7700 I www.dhd.nyc Range FGIH3047VF Induction Range with Air Fry Width: 29 7/8 I s P I I I I I I . . Depth: 26 3/4" FLOOR BRAIN I 1?__ - Depth With Door 90° Open: 47" •5 • TUB I I SHWR I © ALL RIGHTS RESERVED. p p 1ST FLOOR Depth With Handle: 29" 4" -1/2" 1-1/2" 4" 1-1/2" 4" This drawing,and all graphic and written material contained herein, Oven Interior Height: 19 3/4" -1/2" J constitutes the original and unpublished work of David Howell Design Inc.,and may not be copied,distributed,or used In whole or Oven Interior Width: 24 3/8" ° 4" — 2" " 4„ " 4" in part,without expressed,written permission. Oven Interior Depth: 19 1/8" Frigidaire French door FGHF2366P Frigidaire Frigidaire Gallery 27.8 Cu. Ft. Height With Hinge: 70" TO SEPTIC STRUCTURAL ENGINEER refrigerator FGHF2366P French Door Refrigerator Height Without Hinge: 68 3/10" 113-UTILITY 110-KITCHEN 112-LAUNDRY CLOSET 103-BATH 106-PRIMARY BATH Width: 36" Width of Cabinet: 35 3/5" Depth of Cabinet: 28 1/2" Depth With Door: 33 3/10" Depth With Door 90' Open: 48 1/2" Depth With Door and Handle: 35 7/10" MECHANICAL ENGINEER Frigidaire Dishwasher FGID2474Q Frigidaire Frigidaire Gallery 24" Built-In Minimum Height: 33 3/4" FGID2474Q Dishwasher with EvenDryTM Maximum Height: 35 3/4" System Width: 23 3/4" Depth: 24 1/4" Depth With Door Open: 50 1/4" A.2.1 Sharp Stainless Steel SMD2489ES Sharp 24 in. 1.2 cu. ft. 950W Sharp Cavity Interior (w x h x d) 17-11/32" x 7-7/8" x 1 LANDSCAPE ARCHITECT Microwave Drawer Oven Stainless Steel Smart Easy Wave 16-37/64" (SMD2489ES) Open Microwave Drawer Oven Product Dimensions 23-1/2" x 15-5/8" x 23-1/9" 1 A.3.1 Combined electric boiler and instaneous water heater.THERMO 2000, ComboMa i ULTRA 70-12 (50 AMPS) Hydronic heating equipment located within this closet 4'-33/411 1 �I I I I I — — 10'-2" C—Z �10'- 11 7/16" 75'-7 3/4" ti'I 10'-11 11/16" 12'- 10 1/2" — - _ -_-- Utilit WH (LIGHT AND AIR CALCULATIONS LIGHT AND AIR CALCULATIONS LIGHT AND AIR CALCULATIONS u' ------ ----- - -- - ------ 113 - - - - -Area= 114 SF -� - Area = 111 SF- --- - Area = 129 SF --I --- - ---- - Light req'd = 9 SF; 16 SF provided Light req'd = 9 SF; 16 SF provided Light req'd = 10 SF; 16 SF provided Primary BaWi Air req'd = 4.5 SF; 11 SF provided Air req'd = 4.5 SF; 11 SF provided Air req'd = 5 SF; 11 SF provided 106 C° - - - --115-1 --_�- 101-3 N -- -- - ---- 101-1 CL. Bedroom°Q 10'-7 1/2'� \ _ 02 -----------Screened Porch— - I - - - _ . -- - - 106-1 SITE BOUNDARY 110, ( T - -- I 11 - 0 115 C Bath 103-2 Bedroom 2 CL 8 -31/4 Bedroom 3 No. Description Date i. 103 104 P ---- --- Entry i W/D 105 T -_----- --- - 101 I Closet -LaundryCL. CL. 1 N 7 - 1112 - / \ CL.- 105-1 \ I N Co B — — — — - - - — — — ---- 102-1 101 104-1 - -- - --- -- — — - -- 43'-8 7 8" - 109-2 � � I iio --- -- — / 6'-11 1/611 tn --- M — 108-1 ---- � -- --- I 'Hall --- - - T i -' __— FRIDGE Lc, M C — — ----- -- — -- — — — — — — — — — — — -- - -I- 115-2 �- --o -o`o T — utdoor-Shower- - DW ! - - -- -- M -- o Livin 711 - 110 ------ --__-- -- — CO WOOD BURNING STOVE. POSTION 108 Bedroom i � Primary Bedro E.22! 2 - -- 109 W r 2 1 1/2 3 -8 -- SH ALL BE MINIMUM DIMENIONS T PRIVACY SCREEN Rosenbaum - I FROM ADJ. COMBUSTIBLE WALLS ----AT OUTDOOR---- I LIGHT AND AIR CALCULATIONS PER MFTR. SPECS. FLOOR MATL SHOWER- -- 4'-0" SHALL BE NON-COMBUSTIBLE Area = 173 SF ---- 6710 SOUrldVleW Avenue — --- n PER MFTR SPECS Light req'd = 14 SF; 67 SF provided - COOKTOP --- &OVEN provided Southold, New York 23 �rre - 13'-71/8'- - -- - - _---- -- _ - Project No.: A-20011 _ -t 1 c"' E 1 109-1 T 108-2 — — — — _ -------- ---- -- ----- -- --- -- — — Covered Porch ----- -------- -- --- - w— ., �, " C7 ii st __. /BANUUtTTE ------- --- -- O cn ` 5 'J --- - - ----- --- -- F OF NEB - -- ----- - ---- - - ----- - -- - ----- - --- - Seal & Signature: co ARCHITECTURAL Permit Set 4'-51/2" 1V-61/2" 44'-71/2" 2'-41/4I11 9'-911 - 2 4 5 6 2 A.2.1 First Floor Plan 0 Date: 9/13/2022 5:23:10 PM First Floor Plan- Permit 1/4" = V-0" Ael * 2 WALL LEGEND STRUCTURAL WALL Architecture + NON-STRUCTURAL WALL Interior Design 200 Park Avenue South I Suite 1410 WALL WITH ACOUSTICAL INSULATION New York, NY 10003 p 212 477 7700 1 www.dhd.nyc NOTES: © ALL RIGHTS RESERVED. 1. REFER TO A.5.1 FOR WALL ASSEMBLY DETAILS This drawing,and all graphic and written material contained herein, 2. REFER TO STRUCTURAL DRAWINGS FOR SHEAR constitutes the original and unpublished work of David Howell WALL FRAMING INFORMATION &DETAILS Design Inc.,and may not be copied,distributed,or used In whole or In part,without expressed,written permission. STRUCTURAL ENGINEER MECHANICAL ENGINEER 1 A.3.1 A.2.1 1 LANDSCAPE ARCHITECT 13'-2" 5'-0" 39'-23/8" 14'-01/8" 30'-0 7/16" 27 - 10 11/16 25'-0 9/16" 21'-10 7/16" 20'-0 11/16" 10'-71/2" 21'-65/8" — 11' T-61/2" - 8'-83/4" Bedroom 2 7 6 ! r gE 2 [10 ------—..— -6 —-— jIIII �I ary --_---------------- -_---_--_-_---O-1--rm6---_ \- Bath ath Co Bath li co Bedroom 1 102 7 =—- -- ,! - -- N — Ln 31/4n 2i-63/4n 2i-63/4n 3i-41/16 �N-rno 1 A.2.2 ` oF Fr e S IT�E�BOUNDARY Bedroom 3 deoch 4'- 1 1/2" No. Description DaNt eL, 11- 101/4" 1: Closet Ent, 104-1 _ 9 3 + 10 N Emi- 1152 1 -75/8 31-811 M � 2'-213/16 Ki n .22 Lvrn prlmary Bedroom110 109 Rosenbaum 6710 Soundview Avenue O Southold, New York a Project No.: A-20011 1315 ED At? - ao 1 Co Covered Porch _ 17 —----- Cc)Seat & Signature: ARCHITECTURAL 28'-5° 4'-1" 2'-2 1/2" 2'-1° 11 __ Permit Set 11'-6" 46'-81/2" 9'-91/2" 81'-2" 102 J 2 Framing Plan Date: 9/13/2022 5:23:11 PM10T1 ' 1 First Floor Framing Plan- Permit 1/4" = 1'-0" A * . 3 1)) 16LiLl I D) Architecture + Interior Design 200 Park Avenue South I Suite 1410 New York, NY 10003 p 212 477 7700 1 www.dhd.nyc © ALL RIGHTS RESERVED. This drawing,and all graphic and written material contained herein, constitutes the original and unpublished work of David Howell Design Inc.,and may not be copied,distributed,or used in whole or In part,without expressed,written permission. STRUCTURAL ENGINEER MECHANICAL ENGINEER LANDSCAPE ARCHITECT I I I 1 i I I A.3.1 I I I 0 0 / M / / N STANDING SEAM ALUMINUM ROOF. / o UNDERLAYMENT PER MFTR'S SPECS 12" / I I WIDE IN SILVER FINISH. 5"OF CLOSED I I — — SITE BOUNDARY / ih CELL SPRAY FOAM INSULATION (R-50) PLUMBING 3'-011, _ OVER CONDTIONED SPACES VENT 3'-0" No. Description Date EDGE OF WATERPROOF / MEMBRANE BELOW, I I I NP, I I ► '� STANDING SEAM ALUMINUM ROOF. / UNDERLAYMENT PER MFTR'S SPECS 12" WIDE IN SILVER FINISH. 5"OF CLOSED o CELL SPRAY FOAM INSULATION (R-50) OVER CONOTIONED SPACES Rosenbaum 0" CHIMEY FLUE 01 6710 Soundvlew Avenue /j Southold, New York Protect No.. A-20011 /00 �F NEB Seal & Signature: ARCHITECTURAL I I I i Permit Set 1 2 3 4 5 6 Roof Plan Date: 9/13/2022 5:23:12 PM 1 T.O. Roof- Permit 1/4" = T-0" A . * 5 EL L ELECTRICAL LEGEND Architecture + Interior Design O FAN 200 Park Avenue South I Suite 1410 New York, NY 10003 U2o UTILITY LIGHT p 212 477 7700 1 www.dhd.nyc L DOWNLIGHT RECESSED © ALL RIGHTS RESERVED. This drawing,and all graphic and written material contained herein, W constitutes the original and unpublished work of David Howell EXTERIOR SCONCE Design Inc.,and may not be copied,distributed,or used In whole or in part,without expressed,written permission. � DOWNLIGHT STRUCTURAL ENGINEER +�P- PENDANT SCONCE -�� LIGHT SWITCH MECHANICAL ENGINEER M-� LIGHT SWITCH 3 WAY o LIGHT SWITCH DIMMER LIGHT SWITCH JAMB LANDSCAPE ARCHITECT OSD SMOKE DETECTOR D(W) SMOKE DETECTOR FIXED TO WALL W2 0 3'-03/8" 4'-03/8" 3'-05/8" W4 W4 U24 A.F.F. A.F.F. U24 8'-0"A.F.F. z F1 F L1 L1 L1 O W4 O F1 N O S1 8 -0 A.F.F. SITE BOUNDARY I L2 IL 1 No. Descriptlon Date W3 � � � 0 W4 \ U24 / XD / SD OSD 8'-0"A.F.F. I p - SD(W) [__J 000 1 1 �MM EQ --_— EQ aD �t�-I �L1 L1 _ � � -- - - _ - - - c ATTIC ACCESS W2 HATCH ® L1 Pull-down access ladder 1-3 ton heat pump system located In crawl space P1 above ceiling. Main supply and return duct work in unconditioned areas to have vapor barrier insulation. ® L1 U Branch lines to be flex. Smart thermostat. Standard - - F1 filter.All low voltage wiring. Rosenbaum P1 Air Handler: Rheem RH1T3617STANJAUSA(electric) Exterior Condenser: Rheem RP1536AJ1NA(electric) 6710 Soundview Avenue Southold, New York ® L1 Project No.: A-20011 W1 W1 9'-6"A.F.F. 33D M - M D FIE: (QED aA O5(P H Fh'✓ ��A F1 i F1� W3 - o o (P�' 0 T IN -------- --------- ------ Seal & Signature: ARCHITECTURAL Permit Set 1 2 3 4 5 6 First Floor Reflected Ceiling Plan Date: 9/13/2022 5:23:12 PM 1 RCP First Floor- Permit 1/4" = 1'-0" A . 406 HL ELECTRICAL LEGEND Architecture + ELECTRICAL PANEL Interior Design .La 200 Park Avenue South I Suite 1410 DUPLEX OUTLET New York, NY 10003 p 212 477 7700 1 www.dhd.nyc GM.WIM*AF�. �I GROUND FAULT INTERRUPTER(GFI), DUPLEX © ALL RIGHTS RESERVED. This drawing,and all graphic and written material contained herein, OF]OD GFI DUPLEX OUTDOOR RATED OUTLET constitutes the original and unpublished work of David Howell Design Inc.,and may not be copied,distributed,or used in whole or FLOOR OUTLET in part,without expressed,written permission. STRUCTURAL ENGINEER -� LIGHT SWITCH MECHANICAL ENGINEER LANDSCAPE ARCHITECT PROVIDE POWER AS REQUIRED FOR SPECIFIED EQUIPMENT I�GFI O.D, W ELEC.PANEL Primary Bath 106 Bedroom 1 Bath Bedroom 2 Bedroom 3 N 102 F 103 104 I� 105 0 SITE BOUNDARY Entry T 101 � I�GFlO.D. r� No. Description Date 0 F,:�)GFl 42"AFT Closet 107 � I�GFI O.D. I UU GA O.D.C�--I PROVIDE POWER AS REQUIRED FOR SPECIFIED I�REFRIGERATOR 220 �,� � � EQUIPMENT ABV. CLG. I�GFI42"AFF DISHWASHER 220 4I i UNDERSINK 220�-=)4 Kitchen Living Primary Bedroom 110 109 108 Rosenbaum I=Q GA 42"AFF 6710 Soundview Avenue OVEN 220 Southold, New York Project No.: A-20011 I=t�)GFI42"AFF , k® I D ARC W01y�``/��O I�GFI O.D. GFI O.D.4�)-1 Q * a : F J 03359-1 --- OF NI✓�'~ Seal & Signature: ARCHITECTURAL errnot Set 'I it III 1 2 3 4 5 6 First Floor Electrical Plan Date: 9/13/2022 5:23:12 PM First Floor Plan-Electrical-Permit 1/4" = V-0" A * 1 e H61 Architecture + Interior Design 200 Park Avenue South I Suite 1410 New York, NY 10003 j p 212 477 7700 ( www.dhd.nyc A.3.1 © ALL RIGHTS RESERVED. This drawing,and all graphic and written material contained herein, constitutes the original and unpublished work of David Howell Design Inc.,and may not be copied,distributed,or used In whole or 6 4 in part,without expressed,written permission. 5 3 2 1 rh T.O. Flue STRUCTURAL ENGINEER _T.O.-Roof.- - -- - ---- _ -- - - ------- - — 18'- 1 3/8" MECHANICAL ENGINEER - -- — - ------- -- _T.0._-Plate atGrIdline.. I I I I I I LANDSCAPE ARCHITECT LLP -- -- - T.O. Finsh FloorT.O_Structural_Slab I I I I I I I I N SITE BOUNDARY 1 North Elevation-Permit 1/4" = 1'-0" No. Description Date 1 A.3.1 1 2 3 4 5 6 T.O,_Flue 18 -9 3/4° - ---- - - ----- - ---------- --- --- ------ - - - — -- -- -- - - -- -- - -I - - ® T.O. Roof/ 18'- 1 3/8" CHIMNEY FLUE I I I I I I Rosenbaum - -------- __-- � 6710 Soundview Avenue -- -- -- - ---- - --- — ---- - — - -- --- - -- -- - Southold, New York --- - Project No.. A-20011 -- 0 - 7F]' EKED Ah'C { 15 109 1 Co PRIVACY SCREEN AT * 1 - - _-- - ---- / -- -- = = OUTDOOR SHOWER Is For ` T.C.--Structural_Slab- - - - -- -- - ---- - --- - - - - _ - - -._ - — -- -- - --- - --- --- - - - - -- - -- --- — - - - --- --- - - -- - - - --- - - - -- - -- _ - - -- - - h ol-0„_-� ,9r� ®--a-3" T.0 Fin' r OF f�EN9 i I I i Seal &Signature: ARCHITECTURAL I I I I Permit Set Elevations 2 South Elevation- Permit Date: 9/13/2022 5:23:13 PM 1/4" = V-0" • e Architecture + Interior Design 200 Park Avenue South I Suite 1410 New York, NY 10003 p 212 477 7700 1 www.dhd.nyc © ALL RIGHTS RESERVED. This drawing,and all graphic and written material contained herein, constitutes the original and unpublished work of David Howell Design Inc.,and may not be copied,distributed,or used In whole or In part,without expressed,written permission. A B C D E STRUCTURAL ENGINEER - — - - - -I - - - - I -- - - I - - - T.O. Flue -18' - - - - --- - - - - - — - - -- -- _-- - - - -- --- �\_T.O.Roof _ — 1'-0" 18'- 13/8" ® MECHANICAL ENGINEER 311 _ - — - — LANDSCAPE ARCHITECT _T.O. Finish Floor 0'-0" - -- - -- ___ T:O. Structural Slab_® I I I I I I I I I N 2 West Elevation-Permit 1/4" = 1'-0" - SITE BOUNDARY No. Description Date E D C B A T.O, Flue A T.O._ Roof-,----' oof - - ® 18'- 1 3/8" I I 3" Rosenbaum --- -- - - -- --- 3,. I 6710 Soundview Avenue Southold, New York - Y- - --- - - — Project No.: A-20011 - - D C NO —PRIVACY SCREEN AT- — ----- - - _ _ ----- --- --_ ---_- ' — —OUTDOOR SHOWER_... - - - 10 T.O. Finish Floor - --a �- - - - --- -- '--- --- 0'-0" =A -------- -- - -- ----- aCOF NE40 0. Structural Slab -'-o'--3„ -- I i i I Seal & Signature: ARCHITECTURAL Permit Set .� East Elevation- Permit 1/4" = V-0" Elevations Date: 9/13/2022 5:23:13 PM A *2o2 Architecture + Interior Design 200 Park Avenue South I Suite 1410 New York, NY 10003 p 212 477 7700 1 www.dhd.nyc R F © ALL RIGHTS RESERVED. This drawing,and all graphic and written material contained herein, constitutes the original and unpublished work of David Howell Design Inc.,and may not be copied,distributed,or used in whole or WOOD BURING STOVE CHIMNEY FLUE in part,without expressed,written permission. STRUCTURAL ENGINEER - - - ----- - - - — -- - — - --- -- -- - - - - - - - --- - - - - -- -- - — - - -- - -" - - - T 0. Flue METAL DRIP EDGE TO MATCH - - - - - _ - - - - 2X FRAMING W/4"CLOSED CELL - - - - - STANDING SEAM ALUMINUM ROOF. -9 3/4 __-__ROOFING---- - --- - - - - - - - - - -SPRAY INSULATION (R40) -- -- - - - - ------ - -----UNDERLAYMENT PER MFTR'S SPECS 12"t - - - -- ___ ___ ._ _ _T.O.-Roof- FASCIA TRIM WIDE IN SILVER FINISH 18'-1 3/8" --- - -- - _ I - - - - -- - - --- - - _ - - -- - -- - - - ----- - - -- -- ------- - - - - --)- - ---- - - ----- -- -- ---T.O. Plate_at Gridline B_� STRUCTURAL STEEL BEAM - REFER 16- 11" o� ENGINEERS DWGS MECHANICAL ENGINEER 1x4 NICKEL GAP SHIP LAP. SPEC TRU-EXTERIOR SIDING STANDING SEAM ALUMINUM ROOF. 2X FRAMING W/5"CLOSED CELL UNDERLAYMENT PER MFTR'S SPECS 12" SPRAY INSULATION (R50) WIDE IN SILVER FINISH I I I LANDSCAPE ARCHITECT HALF ROUND GUTTER -------- - -- -- - - - -- - - - - - - - -- - - --� - - - - - - ---- - - -- - - - - -- -Plate- 12 6 3/ - -. - _ ____— _._ _ _________ __ . at Gridline D . 4" I I I HALF ROUND GUTTER -------1 x4 NICKEL GAP SHIP LAP.- - - -- -- — - - ------- - - --------- - --------- -- -------- __ _ - _ _ SPEC TRU-EXTERIOR SIDING ,T.O._Plate_at Gridline A__, 1x4 NICKEL GAP SHIP LAP. -9' 2X FRAMING W/4 CLOSED CELL SPEC TRU-EXTERIOR SIDING SPRAY INSULATION (R40) 2X FRAMING W/4"CLOSED CELL 1/2"SHEATHING AND \ SPRAY INSULATION (R40) BUILDING WRAP 1/2"SHEATHING AND \ / BUILDING WRAP N \ / T SLIDING PATIO DOOR � I o� OPEN Co ao - SITE BOUNDARY BEDROOM / \ LIVING COVERED No. Description Date PORCH 1X6 TIMBERTECH (OR APPROVED / \ EQ.) OVER 2X TREATED PINE WOOD FRAMING,TYP. PER STRUCTURAL Floor 6_� ° . . ev finish a A 0 0 0 o o \T,O.Structural Slab_ _ n 9A ° �n �nMnwn n n Ao �.�n _ n Ran _ n A� non n,9�n n n n 3f�n Ao n A� n 9f�n 91� -0'-3" o a ° 4"XPS RIGID INSULATION _ 4"XPS RIGID INSULATION a SIDING AS SCHEDULED CONCRETE SLAB ON SHELF CONCRETE FOUNDATION <a 1 1/2 XPS RIGID INSULATION o FOUNDATION-REFER STRUCTURAL REFER TO STRUCTURAL OVER DAMP PROOFING oo ENGINEERS DRAWINGS ENGINEERS DETAILS 41 21/2"XPS RIGID INSULATION 4"0 DRAIN TILE 1 d 0 WATER RESISTANT 12" DIA SONOTUBE Rosenbaum I MEMBRANE TO BOTH SIDES I FOOTING REFER 6710 Soundview Avenue OF FOOTING 4"THICK STRUCTURAL ENGINNERS DWGS Southold, New York Project No.: A-20011 I I I ¢�a�aPJ`D Ho I I I I i ` C7�N- I I I I I Seal & Signature: ARCHITECTURAL Permit Set Cross Section-Permit 1 .1/2" = V-0" Section Date: 9/13/2022 5:23:14 PM ) i r r WOOD FRAMING Architecture + Interior Design — 200 Park Avenue South I Suite 1410 2 � 2 New York, NY 10003 1 p 212 477 7700 1 www.dhd.nyc i T © ALL RIGHTS RESERVED. N T I � � I This drawing,and all graphic and written material contained herein, i� 6 I constitutes the original and unpublished work of David Howell ------------------------- Design Inc.,and may not be copied,distributed,or used in whole or ————————— in part,without expressed,written permission. STRUCTURAL ENGINEER I BLACK FIBRE MESH SCREEN i MECHANICAL ENGINEER W5-ASSEMBLY-SCREEN WALL LANDSCAPE ARCHITECT WOOD FRAMING 5/8"GWB-USE CEMENT BOARD 5/8"GWB-USE CEMENT BOARD 5/8"GWB 1/2"SHEATHING AND BUILDING WRAP @WET LOCATIONS @WET LOCATIONS 1/2"PLYWOOD AS PER STRUCTURAL DRAWINGS WOOD FRAMING WOOD FRAMING 1 I I WOOD FRAMING ACOUSTICAL INSULATION 1 I 1 _ - - — -, 2 2 I ,2: ,2 2, .2 I 2 2 I i I � I I T 4 4 I 4 4 I 4 4 I I I SITE BOUNDARY 6 6 77 - -- I I I No. Description Date 1x4 NICKEL GAP SHIP LAP SPEC I 5/8"GWB I 5/8"GWB TRU-EXTERIOR SIDING I I I I 1/2"PLYWOOD AS PER 1 STRUCTURAL DRAWINGS EXTERIOR 5/8"GWB W7-ASSEMBLY-EXTERIOR WALL AT UNCONDITIONED SPACES W6A-ASSEMBLY- INTERIOR 2X4 WALL(ACOUSTICAL) W6-ASSEMBLY- INTERIOR 2X4 WALL W5-ASSEMBLY- INTERIOR 2X6 SHEAR WALL 5/8"GWB-USE CEMENT BOARD Rosenbaum / C 0 ON @WET LOCATION FRAMING ON CLOSED CELL 5/8"GWB-USE CEMENT BOARD 6710 Soundview Avenue SPRAY INSULATION (R40) @WET LOCATIONS Southold, New York 5/8"GWB-USE CEMENT BOARD 1/2"PLYWOOD AS PER 2X FRAMING W/4"CLOSED CELL @WET LOCATIONS STRUCTURAL DRAWINGS SPRAY INSULATION (R40) Project No.: A-20011 1/2"PLYWOOD AS PER 5/8"GWB 1/2"SHEATHING AND 1/2"SHEATHING AND STRUCTURAL DRAWINGS I WOOD FRAMING I I BUILDING WRAP I I BUILDING WRAP WOOD FRAMING I I I I D - - -- — F- ARC - -- ---- - . , _ _ _ Hob- - - - - - - I �c'�► - -- -` - -- ( 2 2 f I 2 2 2 2 Ar M T I � -I- I T I f � I 4 4 I I I A ^ A / o3e 6 6 I I6 16 16 r n _ f , 1/2"PLYWOOD AS PER I I ( I I I STRUCTURAL DRAWINGS Seal & Signature: 1/2"PLYWOOD AS PER STRUCTURAL DRAWINGS 7/7 5/8"GWB I *NOTE W3.1 TO HAVE 1/2"GWB WHERE NO SHEAR I I I I ARCHITECTURAL WALL IS REQ'D BY THE STRUCTURAL DRAWINGS 5/8"GWB I I I I er 't St 2X WOOD STRAPPING 2X WOOD STRAPPING Pe 1x4 NICKEL GAP SHIP LAP. I I 1x4 NICKEL GAP SHIP LAP, I SPEC TRU-EXTERIOR SIDING I I SPEC TRU-EXTERIOR SIDING Wall Types W4-ASSEMBLY- INTERIOR 2X4 SHEAR WALL W3&W3.1 -ASSEMBLY-INTERIOR 2X6 SHEAR WALL W2-Assembly-EXTERIOR SHEAR WALL W1 -ASSEMBLY-TYPICAL EXTERIOR WALL Date: 9/13/2022 5:23:14 PM Wall types 3" = 1'-0" WINDOW TYPES (SEE ELEVATIONS FOR OPEN NG DIRECTIONS AND MULL CONFIGURATIONS) VIEW FROM INTERIOR 3'-0" 5' 0" 200 Pa p21 / \ i \ X I `° I © ALL \ / io / \ X I This drawing,and constitutes the or Design Inc.,and i MULLED DOOR AT In part,without e; I PRIMARY BEDROOM STRU CTUR) TYPE A TYPE B TYPE C TYPE D TYPE E MECHANIC Window Schedule Mark Type Description Head yp p Manufacturer Width Height Hinge Side Tempered Low E Coating Insect Screen Finish Exterior Finish Interior Hardware 7Height Comments 1 A Glastra and Wood Casement Kolbe&Kolbe 3'-0" 5'-0" RH No 2 Yes HWF RAL7016 FMA White Ashlar Handle-SN 7' 66" Mulled to unit 2 LANDSCAP Millwork Co., Inc. 2 A Glastra and Wood Direct Set Kolbe&Kolbe 3'-0" 2'-6" N/A Yes 2 HWF RAL7016 FMA White 2'-6" Mulled to unit 1 Casement/Awning Complement Millwork Co., Inc. 3 B Glastra and Wood Casement Kolbe&Kolbe 2'-6" 4'-6" RH Yes 2 HWF RAL7016 FMA White Ashlar Handle-SN 7'-6" Add translucent film Millwork Co., Inc. 4 A Glastra and Wood Casement Kolbe&Kolbe 3'-0" 5'-0" RH No 2 Yes HWF RAL7016 FMA White Ashlar Handle-SN 7'-6" Mulled to unit 5 Millwork Co., Inc. 5 A Glastra and Wood Direct Set Kolbe&Kolbe 3'-0" 2'-6" N/A Yes 2 HWF RAL7016 FMA White 2'-6" Mulle:to unit 4 Caserrient/Awning Complement Millwork Co,, Inc. 6 A Glastra and Wood Casement Kolbe&Kolbe 3'-0" 5'-0" RH No 2 Yes HWF RAL7016 FMA White Ashlar Handle-SN 7'-6" Mulled to unit 7 Millwork Co., Inc. 7 A Glastret and Wood Direct Set Kolbe&Kolbe 3'-0" 2'-6" N/A Yes 2 HWF RAL7016 FMA White Casement/Awning Complement Millwork Co,, Inc, 2'-6" Mullled to unit 6 8 B Glastra.and Wood Casement Kolbe&Kolbe g2l- T-611LH No 2 HWF RAL7016 FMA White Ashlar Handle-SN 7'-6"Millwork Co., Inc,9 A Glastra and Wood Casement Kolbe&Kolbe LH No 2 Yes HWF RAL7016 FMA White Ashlar Handle-SN 7'-6" Mulled to unit 10 Millwork Co., Inc. 10 A Glastra and Wood Direct Set Kolbe&Kolbe 3'-0" 2'-6" N/A Yes 2 HWF RAL7016 FMA White Casement/Awning Complement Millwork Co,, Inc. 2'-6" Mulled to unit 9 11 C Glastra and Wood Casement Kolbe&Kolbe V-6" 4'-6" LH No 2 Yes HWF RAL7016 FMA White Ashlar Handle-SN 7'-6" Mulled to unit 12 Millwork Co., Inc. 12 C Glastra and Wood Direct Set Kolbe&Kolbe 3'-6" 4'-6" N/A No 2 HWF RAL7016 FMA White Casement/Awning Complement Millwork Co., Inc. 7'-6" Mulled to unit 11 13 D Glastra and Wood Direct Set Kolbe&Kolbe 5'-6" 7'- 10" N/A Yes 2 HWF RAL7016 FMA White Casement/Awning Complement Millwork Co,, Inc. 7'- 10" Mulled to door 108-2 14 D Glastra'and Direct Set Kolbe&Kolbe 5'-6" 7'- 10" N/A Yes 2 HWF RAL7016 FMA White Casement/Awning Complement Millwork Co., Inc. 15 D Glastra and Wood Direct Set Kolbe&Kolbe 5'-6" 7'- 10" N/A Yes 2 HWF RAL7016 FMA White 7 _ 10� Casement/Awning Complement Millwork Co., Inc. 16 C Glastra and Wood Direct Set Kolbe&Kolbe 3'-6" 4'-6" N/A No 2 HWF RAL7016 FMA White Casement/Awning Complement Millwork Co,, Inc. 7'-6" Mulled to unit 17 17 C Glastra and Wood Casement Kolbe&Kolbe 1'-6" 4'-6" LH No 2 Yes HWF RAL7016 FMA White Ashlar Handle-SN 7'-6" Mulled to unit 16 Millwork Co.,Inc. 18 C Glastra and Wood Casement Kolbe&Kolbe V-6" 4'-6" LH No 2 No. Descri) Yes HWF RAL7016 FMA White Ashlar Handle-SN 7'-6" Mulled to unit 19 Millwork Co., Inc. 19 C Glastra and Wood Direct Set Kolbe&Kolbe 3'-6" 4'-6" N/A No 2 HWF RAL7016 FMA White Casement/Awning Complement Millwork Co., Inc. 7'-6" Mulled to unit 18 20 E Glastra. and Wood Casement Kolbe&Kolbe 6'-0" 2'-0" N/A No 2 EXTERIOR DOOR TYPES (SEE PLANS FOR OPENING DIRECTIONS) Yes HWF RAL7016 FMA White 6'-0" Millwork Co., Inc. 21 E Glastra and Wood Casement Kolbe&Kolbe 6'-0" 2'--Oil N/A No 2 Yes HWF RAL7016 FMA White 6 __- Millwork Co., Inc. 22 E Glastra sand Wood Casement Kolbe&Kolbe 6'-0" 2'-0" N/A No 2 Yes HWF RAL7016-FMA White 6 .0 ------- Millwork Co., Inc. � � \ t 3 E Glastra and Wood Casement Kolbe&Kolbe 6'-0" 2'-0" N/A No 2 Yes HWF RAL7016 FMA White / ---- ,_-- Millwork Co., Inc. 6'-0" --- ---�- Door Schedule -�----=—, �- ark Type Room Description --- P Manufacturer Material Width Height Glazing Low E Coating Exterior Finish Interior Finish Hardware Comments 101-1 1 Entry _1 Wide Swinging Patio Door Kolbe&Kolbe Millwork Co., GlastraMlood 3'-6" 7'- 10" Double Pane-Clear- 2 HWF RAL7016 FMA Wood/painted Entry Set-Keyed Bolt Exterior with Screen Door Inc. Tempered TYPE 1 TYPE 5 TYPE 7 Rose 101-2 4 Entry Sliding Closet Door TBD Wood/MDF core 5'-0" 8'-0" Wood/painted Wood/painted Pocket Door- Passage Interior 101-3 2 Entry Pocket-Single Flush Panel TRU-Stile Wood/MDF core 12'-0" 7'- 10" Wood/painted Wood/painted Pocket Door- Passage Interior � 102-1 3 Bedroom 1 Hinged-Single Swing Door TRU-Stile Wood/MDF core 2'- 10" 7'- 10" ' 6710 Sour Wood/painted Wood/painted Hinge Door-Privacy Interior '� Southold, 103-1 3 Bath 1 Hinged-Single Swing Door TRU-Stile Wood/MDF core 2'- 10" 7'- 10° Wood/painted Wood/painted Hinge Door-Privacy Interior � d 103-2 2 Bath 1 Pocket-Single Flush Panel TRU-Stile Wood/MDF core 2'-6" 7'- 10" , V105_34 Bedroom 2 Hinged-Single Swing Door TRU-Stile Wood/MDF core 2'- 10" 71- 101 Wood/painted Wood/painted Pocket Door-Privacy Interior �' Project NC Wood/painted Wood/painted Hinge Door-Privacy Interior ,' Bedroom 3 Hinged-Single Swing Door TRU-Stile Wood/MDF core 2'- 10" 7'- 10" Wood/painted Wood/painted Hinge Door-Privacy Interior Bedroom 3 Sliding Closet Door-bi-pass TRU-Stile Wood/MDF core 4'-0" 7'- 10" Wood/painted Wood/paintedPocket Door-Passage Interior Primary Hinged-Single Swing Door TRU-Stile Wood/MDF core 2'-6" 7'- 10° Wood/painted Wood/painted Hinge Door-Privacy Interior Bathroom 107-1 1 Primary Closel: 1 Wide Swinging Patio Door Kolbe&Kolbe Millwork Co., Glastra/Wood 3'-0" 8'-0" Double Pane-Clear- 2 HWF RAL7016 FMA Wood/painted Multi-point Entry Exterior � Inc. Tempered �\ 108-1 3 Primary Hinged-Single Swing Door TRU-Stile Wood/MDF core 2'- 10" 7'-10" Bedroom Wood/painted Wood/painted Hinge Door-Privacy Interior 08-2 1 Primary 1 Wide Swinging Patio Door Kolbe&Kolbe Millwork Co., Glastra/Wood 2'-8" 7'- 10" Double Pane-Clear- 2 HWF RAL7016 FMA Wood/painted Multi-point Entry Exterior TYPE 8 Q Bedroom Inc. Tempered 109-1 5 Living Fixed-Active-Active-Fixed Sliding Patio Kolbe&Kolbe Millwork Co., GlastrevWood 15'-11 T-10 Double Pane-Clear- 2 HWF RAL7016 FMA Wood/p ainted Multi-point Entry Exterior with Screen Door Door Inc. 31/32" 1/32" Tempered S 109-2 2 Living Pocket-Single Flush Panel TRU-Stile Wood/MDF core 2'-6" T- 10" Wood/painted Wood/painted Multi-point Entry Interior INTERIOR DOOR TYPES (SEE PLANS FOR OPENING DIRECTIONS) 109-3 2 Living Pocket-Single Flush Panel TRU-Stile 2'-6" 7'- 10° Wood/painted Wood/painted Pocket Door-Passage Interior 110-1 1 Kitchen 1 Wide Swinging Patio Door Kolbe&Kolbe Millwork Co., Glastra/Wood 2'-8" 7'- 10" Double Pane--Clear_- 2_ HWF RAL7016 FMA Wood/painted Multi-point Entry Exterior Inc. Tempered Seal & Signatt 115-1 8 Screened Porch 3'-1 3/4" 8'-61/2" , Wood/stain Wood/stain Hinge Door-Keyed Exterior 115-2 8 Screened Porch 2'-10 3/4" 8'-61/2° Wood/stain Wood/stain /11 6-1 7 Covered Porch INTERIOR 2 PANEL WOOD DOOR- DOORSTOPNY Wood/screen 5'-0" 7'-6" Hinge Door-Keyed Exterior DOUBLE LEAF Exterior siding Wood Safety Lock Bolt Hasp Exterior / PC co M � M TYPE 2 -- Schedules TYPE 3 TYPE 4 TYPE 6 Date: 9/13/20' GENERAL NOTES 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE STEEL DECK NOTES PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION. GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR 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 MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE 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 GRAIN, 1116" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. CODE 2020.ALL WORK SHALL CONFORM TO LATEST N.Y.S.BUILDING CODE AND AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE STEEL DECK ALL RULES AND REGULATIONS. INSTITUTE.OR ENGINEER. MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH INSTITUTE. di nd ro CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE Andrews revs 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW 2. COMPOSITE FORMED STEEL FLOOR DECK TO BE 2" DEEP 20 GAGE (UNCOATED . , YORK STATE BUILDING CODE 2020. 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 20.6.1 BEAD ALONG THE MEMBER LENGTH. STEEL THICKNESS = 0.0358"), GALVANIZED (G60 COATING), UNITED STEEL DECK -� E n g i n e e r i n g CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK ACI 318,FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS. TYPE LOK-FLOOR, COMPOSITE FLOOR DECK AS MANUFACTURED BY CANAM 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. 5, AT DESIGNATED SHEAR WALLS, HORIZONTAL EDGES OF WALL SHEATHING STEEL CORPORATION,OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. 158 County Rd. 39, Suite 10 PRESSURES SPECIFIED TN'SECTION 1609. A. FORMED WALL 2"BACKFILL SIDE.%"FRONT SIDE SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE Southampton, N.Y.11968 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING B. FOOTING 3" BACKING FOR SPECIFIED PANEL EDGE NAILING. 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 %"TOP 3"BOTTOM THICKNESS = 0.0358"), GALVANIZED (G60 COATING)., WIDE RIB, UNITED STEEL Info@DiLandroAndrews.com D. STRUCTURAL SLABS 3/4' LOADS: DECK B DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING LAMINATED VENEER LUMBER, LAMINATED INCORPORATED OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. 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 EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND DETAILS. STRUCTURAL LUMBER AND PARALLEL STRAND 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO Professional Seal B. ROOF LOADS: SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL LUMBER NOTES: PROVIDE A 1-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 SNOW: INSPECTION OF HIS WORK. STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING 1. LAMINATED VENEER LUMBER (LVL) SHALL BE "MICRO-LAM" AS INSTALLATION ARE REQUIRED. BARS SHALL CONFORM TO ASTM A706.•SOCIETY STANDARD DIA-79 OCCUPANCY CATEGORY II � MANUFACTURED BY WEYERHAEUSER, "G-P LAM" AS MANUFACTURED BY THE ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL GROUND SNOW LOAD,Pg 20 PSF GEORGIA PACIFIC CORPORATION OR"GANG-LAM" AS MANUFACTURED BY THE 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED EXPOSURE FACTOR,Ce 1.0 CONCRETE NOTES LOUISIANA PACIFIC CORPORATION. PARALLEL STRAND LUMBER (PSL) SHALL STEEL WITH 5/8 DIAMETER PUDDLE WELDS AT 12 ON CENTER, UNLESS THERMAL FACTOR,Ct 1.0 REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. BE "PARALLAM" AS MANUFACTURED BY WEYERHAEUSER. LAMINATED OTHERWISE NOTED. INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE WITH IMPORTANCE FACTOR,Is 1.0 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED STRUCTURAL LUMBER (LSL) SHALL BE "TIMBERSTRAND" AS MANUFACTURED #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: 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION BY WEYERHAEUSER. MAXIMUM SPACING OF Y-0" ON CENTER, UNLESS OTHERWISE NOTED. IN LIEU FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH OF PUDDLE WELDS, POWDER ACTUATED FASTENERS HAVING THE SAME C. WIND DESIGN DATA: A MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A615 GRADE 60 USAGE 28 DAY MAX AGG. 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS 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 DESIGNATED AS LVL,PSL,AND LSL MATERIAL SHALL BE AS FOLLOWS: BE MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL. SHOP DRAWINGS WITH ASCE 7,SECTION 6.5,METHOD 2 ANALYTICAL PROCEDURE UNLESS PERMITTED BY THE STRUCTURAL ENGINEER, pF New ,- SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING �� YO A. SLAB ON GRADE 4000 S.C. 1" 2.0E LVL 2.0E PSL 1.55E LSL FASTENER DATA INCLUDING SIZE VS. STEEL SUBSTRATE MATERIAL SPACING �Q' NENRy ,p OCCUPANCY CATEGORY II 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 4x4-W2.OxW2.0 IN ALL TOPPING � � � BASIC WIND SPEED(3-SECOND GUST) 140 MPH B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1" FB(FOR DEPTHS:5 12")= 2600 PSI 2900 PSI 2325 PSI CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF SLABS UNLESS OTHERWISE NOTED. O IMPORTANCE FACTOR,IW 1.0 C. PIERS 4000 S.C. 1" FC(PARALLEL TO GRAIN)= 2510 PSI 2900 PSI 2170 PSI INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE OF INSTALLATION. 2 m EXPOSURE B D. RETAINING WALLS 4000 S.C. 1" FC(PERPENDICULAR TO GRAIN)= 750 PSI 625 PSI 900 PSI �' Y,� c 12. PROVIDE#4 AT 12 CENTERS MINIMUM,EACH WAY TOP, IN ALL HOUSEKEEPING INTERNAL PRESSURE COEFFICIENT 0.18 PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE FV= 285 PSI 290 PSI 310 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 DRAWINGS OR NOT UNLESS OTHERWISE NOTED. E= 2,000,000 PSI 2,000,000 PSI 1,550,000 PSI DEBRIS CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED OR Fp 5 09720� (USE ZONE 4 GENERALLY;USE ZONE 5 WITHIN Y-0"OF BUILDING WALL CORNERS): SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE ROOFING IS TO BE PLACED. 9pFES SIONP� AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH) SPECIFIED AS LVL MAY BE 5. THE STRUCTURE HAS I3EEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, SUPPORT OF ANY CONSSTRUCTION EQUIPMENT INCLUDING REINFORCING OF FRAMING NOTES: FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES ABBREVIATIONS AND SYMBOLS THE BUILDING STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER,NOT 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 BUILT-UP. 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 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 3. MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION ARCH ARCHITECT PSL PARALLEL STRAND LUMBER W NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. LOADS. FROM THE ENGINEER. BC BOTTOM CHORD RF ROOF 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN BEL BELOW RJ ROOF JOIST 0 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 BM BEAM RTNG RETAINING z CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL BETTER UNLESS OTHERWISE NOTED. STRUCTURAL STEEL 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. WOOD SILLS TO BE (1) 2" x 6" A.C.Q. LUMBER WITH 1/2" DIA. ANCHOR BOLTS 12" BOS BOTTOM OF STEEL SF SQUARE FEET LONG MINIMUM AT Y-0" O.C. AND 1'-0" AWAY FROM CORNERS UNLESS 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN BRCG BRACING SHTHG SHEATHING 7. THE METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE A. RAMPS AND SLOPING SURFACES -3"MAXIMUM OTHERWISE NOTED. ACCORDANCE WITH THE LATEST AISC "ALLOWABLE STRENGTH DESIGN (ASD) BRG BEARING SIM SIMILAR RESPONSIBILITY OF THE; GENERAL CONTRACTOR. THE GENERAL CONTRACTOR B. FOUNDATION CONCRETE -3"TO 6" SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". 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. PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT ALL STAIR BW BOTH WAYS SPEC SPECIFICATION INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. OPENINGS, FLOOR OPENINGS, BATHTUBS, AND ALL POSTS AND PARTITIONS 2. MATERIALS: C CAMBER SS STAINLESS STEEL CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 5. MIXING, TRANSPORTING,AND PLACING OF CONCRETE SHALL CONFORM TO ACI RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE BLOCKING UNDER ALL CA COLUMN ABOVE STAG STAGGER PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 301. PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. A. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 CANT CANTILEVER STIF STIFFENER BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO B. AMERICAN STANDARD SHAPES,ANGLES, CB COLUMN BELOW STL STEEL �-- APPLICABLE CODES,STANDARDS,AND GOOD PRACTICE. 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE 5. BRIDGING TO BE EITHER SOLID OR(1) 1" x 3" OR IS GA CROSS BRIDGING &NOT PLATES AND BARS: ASTM A36 CC CENTER TO CENTER STRUCT STRUCTURAL (n POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS TO EXCEED A MAXIMUM 8'-0"O.C. C. STRUCTURAL STEEL TUBING,RECTANGULAR CF CUBIC FOOT TO TOP OF J 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS AND SQUARE: ASTM A500.GRADE B (FY=46 KSI) CIP CAST IN PLACE TC TOP CHORD DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL 6. ALL NON-BEARING INTERIOR HEADERS TO BE (2) 2" x 6" UNLESS OTHERWISE D. BOLTS: ASTM 325 CL CENTERLINE TEMP TEMPORARY PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE NOTED. E. ANCHOR RODS: ASTM F1554,GRADE 36 COL COLUMN TOC TOP OF CONCRETE INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR STRUCTURAL ENGINEER, SEE TYPICAL DETAIL.DRAWING SHOWING LOCATIONS F. WELDING ELECTRODE: ASTM E70XX,LOW HYDROGEN 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 7. ALL INTERIOR HEADERS SHALL BE(2)2"x 8"UNLESS OTHERWISE NOTED. G. SHEAR CONNECTORS: 3/4"0 ASTM A-108 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 DIA DIAMETER TOW TOP OF WALL OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE VERIFICATION. 8. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEARFROM CHIMNEYS. 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR DET DETAIL TYP TYPICAL IJ- W STRUCTURAL ENGINEER.FOR REVIEW AND VERIFICATION. CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE DN DOWN UON UNLESS OTHERWISE NOTED 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 9. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW, UNLESS OTHERWISE 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 LOAD CARRYING CONDITIONS, ETC. TO BE BY AN APPROVED MANUFACTURER NOTED. EF EACH FACE W/ WITH SLOPES AND THE LOCATION OF DEPRESSED FLOOR AREAS. CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT FOR FLUSH STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q. USE NEW EOS EDGE OF SLAB WP WORKING POINT SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. DOUBLE DIP GALVANIZED FRAMING HARDWARE. A. ALL BEAMS WITHOUT STUD SHEAR CONNECTORS =+35% EP EMBEDDED PATE WWR WELDED WIRE REINFORCEMENT 10. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR B. ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS =+35% EQ EQUAL TO STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL 10. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH C. ALL BEAMS WITH STUD SHEAR CONNECTORS =-+-65% EX EXISTING THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL FRAME CONNECTIONS. D. ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% F FOOTING TRADES BEFORE CONCRETE IS POURED; THESE ITEMS ARE TO BE INSTALLED BY FDN FOUNDATION W 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED 11. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, (REFER TO THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS FIN FINISH D TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW CONSTRUCTION DETAILS). THAT SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY FJ FLOOR JOIST z AND VERIFICATION. WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. FLG FLANGE W 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. 12. ALL HEADERS EXCEEDING 5'-0" SHALL HAVE A DOUBLE JACK STUD WITH A CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION FRMG FRAMING 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON DOUBLE KING STUD AND A DOUBLE SILL PLATE. OF 6.0 KIPS.USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. FT FEET 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. FTG FOOTING ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE 13. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. GALV GALVANIZED ARCHITECT PRIOR TO F�►BRICATION OR INSTALLING STRUCTURAL MEMBERS. 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO STANDARDS AND SHALL TAKE THE PLACE OF'CCA', GLB GLUE-LAMINATED BEAM THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES GR GRADE W }; 14, THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY OTHERWISE SHOWN. 14. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS REDUCE STRENGTH BELOW REQUIRED VALUES. HDR HEADER > z CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR HGR HANGER Q SUPPLIER, ETC. IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD HORIZ HORIZONTAL Q ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED PLACED AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE HSB HIGH STRENGTH BOLT z OBLIGATES HIMSELF TO ANY JOB EXPENSE,REAL OR IMPLIED,ARISING DUE TO CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF IN INCH n ANY ERRORS THAT MAY OCCUR HERE ON. NOT BE PLACED IN CONCRETE. DIMENSIONED WOOD FRAMING NOTES: STIFFENERS. INFO INFORMATION 0 0 JST JOIST 15. ALL CODES, COMMIT17EE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. 1. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN K KIP �- REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING KSF KIP PER SQUARE FOOT IU O Z) � AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. SOCIETY. NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE LB LAG BOLT 0 ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP JOISTS RAFTERS AND STUDS: OWNER IS PRESENT (IN THE SHOP AND IN THE FIELD). SHOP DRAWINGS LL LIVE LOAD 0 , DRAWINGS. APPROVED BY THE STRUCTURAL ENGINEER WITH THEIR STAMP OF APPROVAL LLH LONG LEG HORIZONTAL d 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH(NORTH),NO.2. OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY.ALL WELDING LWC LIGHTWEIGHT CONCRETE ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL LVL LAMINATED VENEER LUMBER REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING FB (BASE)=850 PSI REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, AND THE RULES MAX MAXIMUM 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES SUBMISSION OF CONCRETE TEST MIXES. FV(BASE)= 0 PSI AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. MC MOMENT CONNECTION E(BASE)= 1,600,000 PSI Revisions WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP MIN MINIMUM No. Date Descriptlon WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED NTS NOT TO SCALE FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK,HE SHALL ASSUME ALL CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL NWC NORMAL WEIGHT CONCRETE 1 08/18/2022 FOR PERMIT RESPONSIBILITY AND LIABILITY THEREFROM. CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH OC ON CENTER 2 --/--/-- THE TIME OF INSTALLATION OF 19%OR LESS. ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. P/C PRECAST 3 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL PAF POWDER ACTUATED FASTENER CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL REINFORCING STEEL 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE 9. SUBMIT SHOP DRAWINGS, ERECTION PLANS, WORK PROCEDURES, AND PCF POUNDS PER CUBIC FOOT 4 ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CAMBER)AND WITHIN 1/2 INCH OF STRAIGHT,END-TO-END ALIGNMENT. QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. PL PLATE 5 CERTIFICATE OF OCCUPANCY. 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM 4. SEVERELY DISTORTED TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER PLF POUNDS PER LINEAR FOOT SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE ( 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. PLWD PLYWOOD 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED SHALL NOT BE USED. PSF POUNDS PER SQUARE FOOT ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY Designed By : AN CITED HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR OWNERS TESTING LAB. Drawn By : AN GOVERN. BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT 12. HIGH STRENGTH BOLTS OR WELD SHALL BE USED IN THE FOLLOWING Checked By : AA 20. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS,MEMBERS,ETC.)MAY BE USED REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE LOCATIONS: CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT IF SUCH SUBSTITUTION' OR ALTERNATES ARE SUBMITTED TO THE ENGINEER CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR MEMBERS SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT, AT DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH, UNLESS FOR REVIEW AND ACCEPTANCE IS GRANTED; HOWEVER, THE ENGINEER SHALL OTHERWISE NOTED ON PLANS. ALL HANGER, POST, STRUT AND COLUMN CONNECTIONS, AT MEMBERS BE THE SOLE JUDGE OF ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 FRAMING TO COLUMNS AND WITHIN 3'-0"OF COLUMNS. Date : 08/10/2022 SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE 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 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. AND TIED SECURELY,UNLESS OTHERWISE NOTED, SHEATHING PANELS: INSTALLATION TO PREVENT NUTS FROM BACKING OFF. 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD (R T), SHALL CONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA NOTED;KEEP ENDS OF ALL CANTILEVERS UP A5 NOTED ON DRAWINGS. DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A FOR EARTH BEARING AT A MAXIMUM OF 414" ON CENTER IN EACH DIRECTION. GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR DEPTH OF SUPPORT SHALL PROVIDE FOR 3/411 TOP COVER TO REINFORCING, PLYWOOD SHALL BE USED ON FLOORS. 15. STRUCTURAL MEMBERS �,TO BE PAINTED WITH THE FOLLOWING PRIMER; 10-99 0 0 MATERIALS AND/OR 'LABOR REQUIRED TO COMPLETE THE WORK, AS UNLESS OTHERWISE NOTED. TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., INDICATED. 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED INC. OR APPROVED EQUAL. (DRY FILM THICKNESS 2.9 TO 3.5 MILS) 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0" CENTERS MAXIMUM,FOR ALL SLABS ABOVE GRADE. SHEATHING, EXPOSURE 1,WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE ARCHITECTURAL PLANS FOR THICKNESS. �,._She�et# 1 2 3 4 5 6 i DiLandro 3" 13'-10�" 9'_91" ..,. �'�n*.{rCLNS 5'-0" 6'-2" 32'-108 2 8 - Engineering L E G E N D I I I I I I 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com 0 - INDICATES FOUNDATION WALL. 4000 1 I PSI COMPRESSIVE STRENGTH MIN. 6 1 1 1 4'-0-" 9'-0-" 4'-9-" Professional Seal S-200 8 8 4 TOP OF WALL ® - INDICATES FOUNDATION WALL SHELF, [19' 11"] TOP OF W L SEE DETAILS FOR SIZE [19'-11"] — EL. =24'-3"— — [19'-11"]— —EL. =24'-3" — x'-x^ - INDICATES TOP OF SLAB ELEVATION FROM DATUM ELEVATIONt--Tnp— OF (19'-11 i� SHELF TOP I OF SHELF I I I EL. _-0-6 N I EL. =23-1 LO [-X'-XX"] - INDICATES BOTTOM OF FOOTING EL. FROM DATUM / oo TOP OF WALL 0 'o /r EL. =24-3" oo l O � E: - INDICATES CONTINUOUS/ISOLATED �- / / / ( UNEXCAVATED OR WELL COMPACTED FILL I I I I P� OF NEW o FOOTING, 4000 PSI COMPRESSIVE 95%MODIFIED PROCTOR DENSITY, NO FINES 4 EN N Ry rim OR ORGANICS. BELOW ALL SLABS TYP. 0 STRENGTH MIN. I I TOP OF SHELF I S-2OO A I, - - TOP OF HEL TOP OF WALL TOP OF WALL EL.=23'-l" = INDICATES 12" SONOTUBE W/ BF 28 — EL. =23�- " — EL. =23'-1" — 19'-11" I I BIG FOOT FOOTING 4000 P \ \ — — — — — — — — — — — — — — — EL. =23'-1- — — — — — — 0972 COMPRESSIVE STRENGTH MIN. B — — — — - — — — ~— - -- — — — — FESS1oNP� -1 TOP OF WALL I TOP OF WALL I [19'-11"] I I r �-- �-- I EL.=24'-3" EL. =23'-1" — � I CD NOTES: / ^ 1 — — � 1 1. SLAB ON GRADE INDICATES CONCRETE SLAB W/WWF / / o -4 _ 4X4 W-2.OxW-2.0, OVER 1OMIL VAPOR BARRIER 5 �[19'-11"] TOP OF WALL TOP OF SHELF EL.=24'-3" °D I EL.i 23'-1" I I I UNEXCAVATED OR WELL COMPACTED FILL ( 95%MODIFIED PROCTOR DENSITY, NO FINES I I OR ORGANICS. BELOW ALL SLABS TYP. 1 TOP OF SHELF � � ,J EO 24-3 ALL I I EL.=23'-1" I I I ( O 1 1 0- / I �( / z I TOP OF SHELF TOP OF SHELF a, I L11 - 1"] Q EL.=23'-1' EL.=23'-l" 6 �I i I -I- - - - - -- — - - - - - -- - - - - - � — - - - - -� I S-200 S-200 ` I - - - - - .L _ - - - - - z TOP OF WALL TOP OF WALL [19-11"] W EL. =24'-3" EL. =24'-3" 1 I �.}. H O e I ( U 1 I I o ( 1 / I TOP OF SH LF �I o / IEL. =2 '-1" ( ^' ' W I TOP OF WAL ILI EL.=24'-3' _ z LIJ LIT.11 ] 6 LU }- S-2 0 S-200 S-200 � Z Q w Z 0 O � o FOUNDATION PLAN ~ ti I W � -n SCALE: 1/4"= 1'-0" O O a Revisions No. Date Description 1 08/18/2022 FOR PERMIT 3 --/--/-- ---- 4 --/--/— --- 5 --/--/-- ---- Designed By : AN Drawn By : AN Checked By: AA Date : 08/10/2022 Scale: AS NOTED ofii,iiiiiiiIl 00 Sheet# 5, DiLGndr® 5'-0" 6'-2" 32'-103" 13'-107„ Andrcws 9'-91" ,}� „�„ $ 2 S +----�= Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Professional Seal p - - - - - - - - N — - - — —- - - -— - - - 2x ( �2x1PTA 2 — — -- — - - - - - - - - _ - - - - _ - - - - - - - - - -l- - - — _ I '14 -p J � �� L`NEW 3"TOPPING SLAB W "SLAB ON GRADEOF q N E`y ! 200 P.T DECK JOISTS 2x10 P.T D CKI JOISTS I ( N ® - a _ N N 23'-9" MI N _ ; - - I ,tP� ENRy '0 �a AT 1 o.c. 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ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A BEAM END REACTIO a ❑ -INDICATES WOOD POST ABOVE [ .''� -INDICATES SHEAR WALL SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. (LBS-WOOD) L MOMENT JOIST/RAFTER (KIPS-STEEL) LCONNECTION TYPE. &SPACING 2 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND COLUMN WOOD POSTS TO BE ( )-2X MINIMUM U.O.N. Designed By : AN BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BEAM NUMBER OVER BEAM STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Drawn By: AN 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. BEAMS HEADERS JOIST RAFTERS COLUMN POST WALL Checked By : AA 5. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. FRAMING LEGEND Dater 08i1 oi2o22 Scale: AS NOTED HEADER SCHEDULE H-1 -INDICATES HEADER TO BE(2)- 1 3/47 1/4"LVL H-2 -INDICATES HEADER TO BE(2)- 1 3/4x9 1/4"LVL 0 H-3 -INDICATES HEADER TO BE(2)-1 3/4x11 7/8"LVL Sheet# 1 2 DQLandro 5'-0" 6'-2" 32'-103" 13'-102" 9'-9�" L., ` a 2 g nd reVVS Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DilandroAndrews.com Professional Seal - - I-t�L3/4x 11 7J8 LVL._ -(2 1 3/4X 11718 LVL - 4X 1 7/ _ - -- _ - _— — — �--.� —_ — — .— _-- A 818 RB-06 818 1776 RB-07 1776 818 RB-0 -- --- m - ' . I ; ------ - - --- ----- - - SW 1 HD DIW-1 HD I _ a Utility HD HD H �, --------- — — - --- ------ ----- ---------- -------- -- 'I \ i -- -- - ----- J ; ... � • Al, Primary_Bath - --- -- - - - _ - _ 4 CC ` N -- - O --- - -- - --- - --Q N I� l y B0dr00r1 1 � �O NV o �0 1 M - - -- - -S sped Parch- - -F 1 / X I� �- cxv , . 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Cn ROOF FRAMING PLAN o = o a' SCALE: 1/4"= V-0" 0 r W (0 U) a MOMENT CONNECTION VALUE -INDICATES STEEL COLUMN BELOW (FT-KIPS) AGO Revisions BEAM MATERIAL c+ -INDICATES STEEL COLUMN ABOVE/BELOW No. Date Description BEAM SIZE SPAN DIRECTION GJ� -INDICATES STEEL COLUMN ABOVE 1 08/18/2022 FOR PERMIT NOTES: t GJ 2 --/--/-- RAFTERPITCH EXTENTS OF -INDICATES COLUMN BELOW ® -INDICATES LOAD BEARING WALL BELOW 3 1. ;;..;.:.y�-; . &SW -INDICATES SHEARWALL. SEE DETAIL SHEET S-300 FOR SCHEDULE. DIRECTION--� " FRAMING �Y --- PROVIDE J"THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO (2) 1 3/4x 11 7/8 LVL r-,�� `V ra ® -INDICATES COLUMN ABOVE/BELOW C -INDICATES LOAD BEARING WALL ABOVE 4 --/-/ BE 10d NAILS AT 6"o.c. SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH Lj3700 2B-01 N � 5 --/--/-- ---- SHEARWALL AND INSTALLED PER TYPICAL DETAILS. BEAM END REACT►O� a ❑ -INDICATES COLUMN ABOVE [ -INDICATES SHEAR WALL (LBS-WOOD) L MOMENT \ —JOIST/RAFTER WOOD POSTS TO BE(2)-2X MINIMUM U.O.N. (KIPS-STEEL) CONNECTION TYPE. &SPACING Designed By : AN 2. HD - INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN. SEE DETAIL COLUMN STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. SHEET S-300 FOR SCHEDULE. BEAM NUMBER OVER BEAM Drawn By : AN 3. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND (3)-2X POST FOR 2x4 WALLS. BEAMS / HEADERS JOIST / RAFTERS COLUMN / POST WALL Checked By: AA 4. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. FRAMING LEGEND Date : 08 5. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND /10/2022 BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. Scale: AS NOTED 6. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. HEADER SCHEDULE 7. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. H-1 -INDICATES HEADER TO BE(2)- 1 3/4x7 1/4" LVL H-2 -INDICATES HEADER TO BE(2)- 1 3/4x9 114" LVL S � l 02 H-3 -INDICATES HEADER TO BE (2)- 1 3/4xl1 7/8"LVL 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 FIRST POUR SECOND POUR 56 BAR 0 SEE NOTE 1 SEE NOTE 1 01 UNCOVERED), FILL W/SPECIFIED JOINT AT EACH SIDE 6" 6" (TYP.) ol JOINT FILLER 1N ACCORDANCE W/ " PREMOLDED TONGUE STOP REINF. SHORT OF MANUFACTURER'S INSTRUCTIONS AND GROOVE JOINT JOINT AT EACH SIDE Q� ;1h�o CORNER BAR SIZE AND DI�_c.l dCO % SPACING TO MATCHr'Lt HORIZ. REINF. �"' ��rO�S Engineering b1 0" OPENING .. 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SEE NOTE 7 z NOSING BAR, EDGE W/J" RADIUS TOOL CONSTRUCTION JOINT, „ VAPOR RETARDER, SEE PLAN FOR g CENTER 2x4 KEY ON WALL 6 6 LAP EDGES 24"AND TAPE, REINFORCEMENT a 1'-0" NOTES: SHRINKAGE CRACK OMIT AT EXTERIOR SLABS w SEE PLAN FOR CHANGE • U) MIN IN ELEVATION 1.AT WALLS,ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL REINFORCING.AT SLABS USE#5 BARS. 2. DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER,A SIMILAR DETAIL MAY BE USED AT OF NEwYo --- - 1 CIRCULAR OPENINGS 12"AND LARGER. — ,�P NENRy .Q 3. COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. O� I—Il.—y�—I Is 1111 1 I19-MR--g-WIF _ IFIfi I PIER, IF REQUIRED ~ `� -( 2 TYPICAL SLAB/WALL PENETRATION DETAIL CONSTRUCTION JOINT CONTROL JOINT Fo o0724� PROVIDE CONT. CHAIR AT REFER TO GEO TECH. AR�F NPR' 3-0 O.C. MAX TO MAINTAIN REPORT OR 6 MIN. S-200 REINF.AT EL.SHOWN SCALE: N.T.S. NOTE: ESSIO 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"T"/10 INTO WALL SURFACE BOTH SIDES. STOP ALTERNATING TYPICAL SLAB ON GRADE DETAIL HORIZONTAL REINFORCING BARS 6 SHORT OF CONTROL JOINT. — . 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 W CONCRETE WALL CONSTRUCTION DETAIL 0 3 z S-200 SCALE: 3/4"= 1'-0" O Q z W D p SEE ARCH DWG H LL 3"TOPPING SLAB FOR FINISH 0'-6" SLAB ON GRADE� SLAB ON GRADE, SEE PLAN SEE TYP. DETAIL FOR REINFORCEMENT POST, SEE FRAMING PLAN _ x X x x x °��i71ID FLASHING BY OTHERS i W ALL DUST CREATED BY HAMMER DRILLING REQUIRED SIMPSON CPT66Z CONNECT P.T. PLATE TO TO BE REMOVED FROM THE DRILLED HOLE. 3"TOPPING SLAB POST BASE (2)-1/2"0 ANCHOR BOLTS • ® 0�� FOUNDATION SHELF W/ CONTRACTOR MUST USE HY-200 SAFE SET SYSTEM ADHESIVELY EMBEDDED 5"W/\\ z " �, SLAB ON GRADE, SEE PLAN SIMPSON SET XP EPDXY I ##5 DOWEL �(°" W H Ox12 LONG ANCHOR HIT-Z-R x E SS316 ANCHOR BOLT (n Z „ FOR REINFORCEMENT �� 00 BOLTS AT 3-0 o.c. STAGGERED AT 16 o.c. Z a�IIjj[ 12"0 SONOTUBE I BOTH WAYS Q W "' U #5 DOWEL AT 18"o.c.W/ O Z H 0'-10"HOOK O x x x x x w (2)#5 TOP W >- o' CONT.#5 HORIZONTAL i— �-�,', (2)-TOP AND BOTTOM p (3)-#5 DOWELS AT AND BOTTO CONT. (3)#5 a W/0'-8"HOOK � z 1 ® 2x4 KEY DECK FRAMING, SEE PLAN s BOTTOM OF FTG. 5 HORIZONTAL 0 C @ SIMPSON STRONG TIE LUS a BF28"BIG FOOT b B.O.FOOTING EL. J o 18"o.c. FACEMOUNT HANGER FOR ? FOOTING" 1' SEE PLAN O O 3)#5 BAR CONT. SAWN LUMBER APPLICATION —!— . . o BOTTOM OF FOOTING 0'-6" 0'-10" 0'-6° (2)2x LEDGER 0'-6" 0'-8" 0'-6" U � w r . O 0) EL. = SEE (PLAN 1'-10" 1'-8" °� co cn a 4 SLAB ON SHELF FOUNDATION DETAIL 5 LEDGER DETAIL AT DECK 6 SONOTUBE FOOTING DETAIL INTERIOR FOUNDATION WALL 5-200 SCALE: 3/4"= V-0" S-200 SCALE: 3/4"= 1'-0° S-200 SCALE: 3/4"= 1'-0" 7 S-200 SCALE: 3/4"= 1'-0" Revisions No. Date Description 1 08/18/2022 FOR PERMIT 2 --/--/-- --- 3 --I--l-- --- 4 --/--/-- --- 5 --/--/-- --- Designed BY : AN Drawn By : AN Checked By : AA Date : 08/10/2022 Scale: AS NOTED S �200 Sheet# Z CONNECT ROOF BEAM TO TOP OF POST W/ g (2)-SIMPSON MTS16 TWIST STRAPS, ROOF BEAM,SEE PLAN o. FOR SIZE AND LOCATION W ALTERNATE SIDES OF POST w En FASTENER SCHEDULE FOR STRUCTURAL MEMBERS Di t-c I'' d ro WOOD POST, SEE PLAN j DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACING OF FASTENERS Andrews CONNECT ROOF POST TO FOR SIZE CONNECT TOPS OF J E n g i n e e r i n g AND LOCATION RAFTERS ON � iv A ROOF FRAMING �- POST/STUD BLOCKING , RAFTER TO TOP PLATE,TOE NAILED 3 8d PER RAF 158 County Rd. 39, Suite 10 BELOW W/CS16 OPPOSITE SIDE OF �; b 1/2^0A307 THRU-BOLT COIL RAP RIDGE W/SIMPSON 0'-6" W/WASHERS CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST LSTA30 STRAP MULTIPLE MEMBERS, CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAP Southampton, 968 631 ( )259-3959 CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED (5)16d EACH LAP Office: -395 0 0 SEE PLAN FOR SIZE& 00 ROOF RAFTER AND ROOF QUANTITY COLLAR TIE TO RAFTER,FACE NAILED 3 8d PER TIE Info@DiLandroAndrews.com Z SHEATHING.SEE PLAN FOR BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END SIZE AND THICKNESS, RIM BOARD TO RAFTER,END NAILED RIDGE BEAM,SEE RESPECTIVELY,AND ARCH. (2)16d EACH END ROOF RAFTERS TO RIDGE Professional Seal PLAN FOR SIZE DWGS. FOR PITCH • A 1/2"0 A307 THRU-BOLT W/ TOE NAIL 4 16d PER RAF cV WASHERS @ 16"O.C.W/ BLOCKING TO MATCH o (2)0 EACH END FACE NAIL (3)16d PER RAFTER WOOD POST ABOVE WALL FRAMING 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 MTS30 TWIST STRAP < 2x BLOCKING FACE NAILED BETWEEN RAFTERS STUD TO STUD,FACE NAILED MULTI-MEMBER CONNECTION DETAIL TOP OR SOLE PLATE TO STUD,END NAILED 2 16d/ 3 16d PER 2x4/PER 2x6 16d 16"O.C.ALONG EDGES Z �� 4 CONNECT HEADER/BEAM �'Li BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED 2 16d PER FOOT a zj,L S-300 SCALE: N.T.S. STUD TO SOLE PLATE TOE NAILED 2 8d OR 2 16d PER FOOT TO POST/JACK AND KING / CONNECT RAFTERS TO TOP STUD W/SIMPSON OF WALL W/SIMPSON T812 DOUBLE TOP PLATES END NAILED (2)16d 12"O.C. STRONG TWIST STRAPS DOUBLE TOP PLATES,MINIMUM 48-INCHES OFFSET OF END (8)16d TIE HH HEADER HANGER SIMPSON STRONG TIE HHUS JOINTS,FACE NAIL IN LAPPED AREA FACEMOUNT HANGER FOR SIMPSON STRONGTIE IUS BUILT-UP HEADER TWO PIECES WITH "SPACER 16d AEACHLONG D ��OF NEI'Vy0 LVL GIRDER APPLICATION FACEMOUNT HANGER FOR CONTINUOUS HEADER TO STUD,TOE NAILED 4 Ry 8d �P NEN ,p, TJI APPLICATION CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ALONG EACH EDGE 0� O FLOOR FRAMING 2 , 3 pC WALL JOIST TO SILL OR GIRDER TOE NAILED 4 8d PER JOIST ~ - W SHEATHING BRIDGING TO JOIST,TOE NAILED 2 8d EACH END BLOCKING TO JOIST,TOE NAILED 2 gd EACH END FO 09720*1 LVL GIRDER SEE PLAN Till JOIST SEE PLAN BLOCKING TO SILL OR TOP PLATE TOE NAILED 3)16d EACH BLOCK AR�FESSIONP� LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST SEE PLANS FOR HEADER SIZE AND LOCATION JOIST ON LEDGER TO BEAM(TOE NAILED) 3 8d PER JOIST BAND JOIST TO JOIST END NAILED 3j 16d PER JOIST SEE PLAN FOR BAND JOIST TO SILL OR TOP PLATE of NAILED 2 16d PER FOOT GIRDER SIZE SOLE PLATE TO JOIST OR BLOCKIN CE 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"= 1'-0" S-300 SCALE: N.T.S. WALL SHEATHING PANEL, SEE WALL SHEATHING PANEL, SEE SIMPSON HOLD SHEAR WALL END POST, SIMPSON HOLD DOWNS SCHEDULEDOWNS AT SCHEDULE SHHEAR WALL ALL SEE SCHEDULE AT ALL SHEAR WALL END END POSTS, SEE POSTS, SEE SCHEDULE j SHEATHING PANEL EDGE SHEATHING PANEL EDGE NAILING PER NAILING PATTERN SCHEDULE ANCHOR HOLD DOWN Q "A". SEE SCHEDULE NAILING PER NAILING PATTERN o TO THE TOP FLANGE "All. SEE SCHEDULE SHEAR WALL END POST, SEE SCHEDULE OF STEEL BEAM W/ ° SIMPSON A34 FRAMING ANGLE W CONT.TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE THREADED ROD 0 n MATCH FLOOR JOIST DEPTH CONT.TIMBERSTRAND TO i I (V MATCH FLOOR JOIST DEPTH THREADED ROD I z SEE PLAN FOR JOIST SIZE AND CONNECTING /11 _ SEE PLAN FOR JOIST SIZE AND HOLD DOWNS 11 c NAIL BOTTOM AND SHEATHING SPACING G NAIL BOTTOM AND SHEATHING SPACING THROUGH FLOOR TO BLOCKING PER NAILING I I PATTERN"B"SEE SCHEDULE TO BLOCKING PER NAILING SEE SCHEDULE J SHEATHING PANEL EDGE PATTERN"B"SEE SCHEDULE SHEATHING PANEL EDGE H NAILING PER NAILING PATTERN LL NAILING PER NAILING PATTERN "A"SEE SCHEDULE F— "A"SEE SCHEDULE o STEEL BEAM, SEE PLAN SECTION A SECTION B SIMPSON HOLD DOWNS AT ALL SHEAR WALL END POST, SHEAR WALL END POSTS, SEE SHEAR WALL EIVD POST, SEE SCHEDULE SCHEDULE SEE SCHEDULE SIMPSON HOLD DOWNS AT SIMPSON HOLD DOWNS AT 2x BOT.AND FLOOR SHEATHING. AT FLOOR LEVELS AT STEEL BEAMS W ALL SHEAR WALL END 2x BOT.AND FLOOR SHEATHING. ALL SHEAR WALL END NAIL AND SHEATHING TO LVL Z) NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE BLOCKING PER NAILING Z POSTS, SEE SCHEDULE ° BLOCKING PER NAILING ° A PATTERN"B"ON SCHEDULE B PATTERN"B"ON SCHEDULE W (9;)-2x TOP (2)-2x TOP SOLID LVL SOLID LVL Q BLOCKING LVL BLOCKING BLOCKING LVL BLOCKING BETWEEN WOISTS BETWEEN I-JOISTS THREADED ROD CONNECTING HOLD THREADED ROD CONNECTING HOLD W }- DOWNS THROUGH FLOOR,SEE Ong DOWNS THROUGH FLOOR, SEE \ ' SCHEDULE SCHEDULE SIMPSON HOLD DOWNS SHEAR WALL END POST, / z SIMPSON A34 FRAMING SIMPSON A34 FRAMING SHEAR WALL END POST, AT ALL SHEARWALL END SEE SCHEDULE 0 ANCHOR,PROVIDE(2)- ANCHOR, PROVIDE (2)- SEE SCHEDULE POSTS, SEE SCHEDULE Z 0 SIMPSON HOLD DOWNS AT ALL SHEAR SIMPSON HOLD DOWNS AT ALL SHEAR ANCHORS PER LVL BLOCKING J ° A ANCHORS PER LVL BLOCKING WALL END POSTS,SEE SCHEDULE o B LVL BEAM SEE PLAN ANCHOR HOLD DOWN WITH WALL END POSTS, SEE SCHEDULE . THREADED ROD THROUGH SIMPSON HOLD O O (3y PLY MIN o MIDDLE PLY OF LVL BEAM DOWNS AT SHEATHING PANEL EDGE PANEL EDGES ALL SHEARWALL 2x BLOCKING,TYP.AT ALL SHEATHING PANEL EDGE 2x BLOCKING,TYP.AT ALL NAILING, PER PATTERN PANEL EDGES NAILING, PER PATTERN END POSTS, SEE U O "A"ON SCHEDULE "A"ON SCHEDULE SCHEDULE W �— SHEAR WALL EIVD POST, WALL SHEATHING SHEAR WALL END POST, WALL SHEATHING SB ANCHOR BOLT BY W (0 r SEE SCHEDULE PANEL, SEE SCHEDULE SEE SCHEDULE PANEL, SEE SCHEDULE SIMPSON STRONG TIE OR LL APPROVED EQUAL SIMPSON HOLE) DOWNS P.T.SILL, SEE NOTE 4 SIMPSON HOLD DOWNS P.T.SILL, SEE NOTE 4 AT HOLD DOWNS AT AT ALL SHEAR WALL END ON SCHEDULE AT ALL SHEAR WALL END ON SCHEDULE FOUNDATION Revisions o ° POSTS, SEE SCHEDULE 1/4"x 5"x 5"STEEL POSTS, SEE SCHEDULE POSTS, SEE SCHEDULE: TOP OF FDN.WALL OR PLATE RECESSED TOP OF FDN.WALL OR HAUNCH SLAB INTO LVL BEAM AND DETAIL 2/S-301J No. Date Descriptlon fg % HAUNCH SLAB 1 08/18/2022 FOR PERMIT DRILLED IN AND ADHESIVE DRILLED IN AND ADHESIVE ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. 2 '-- ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. AT FND. LEVEL,SEE SCHEDULE SILL TO TOP OF FND. AT LVL BEAMS AT FOUNDATION LEVEL 3 —/--/-- AT FND.LEVEL, SEE SCHEDULE SILL TO TOP OF FND. FOUNDATION WALL FOUNDATION WALL WALL OR HAUNCH OR HAUNCH SLAB 4 --/--/-- OR HAUNCH SLAB WALL OR HAUNCH SLAB, SEE SCHEDULE ---- SLAB, SEE SCHEDULE 5 --/--/-- 6 TYPICAL SHEAR WALL DETAIL PERPENDICULAR TO JOISTS r7 TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS s TYPICAL HOLDOWN CONNECTION DETAILS Designed By : AN S-300 SCALE:3/4"= V-0" S-300 SCALE: 3/4"= V-0" S-300 SCALE:3/4"= V-0" Drawn By : AN Checked By : AA NOTES: SHEATHING PANEL NAILING PATTERN "A" NAILING PATTERN "B" SIMPSON HOEDOWN 1. HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR Date : 08/10/2 ANCHORAGE OF P.T. SILL THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: 022 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 SW-1 REFER TO 15/32" N J"fOx12" LONG ANCHOR 10d AT 6"O.C. 16d AT 6" O.C. HDU5-SDS2.5 SB 5/8x24 18ty (14)SIDS j x 21 USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. FRAMING PLAN BOLTS AT 4'-0"o.c. (2)-2x SW-2 REFER TO 15/32" Y J"Oxl2"LONG ANCHOR 10d AT 6"O.C. 16d AT 6"O.C. HDU5-SDS2.5 SB 5/8x24 18" (14)SDS j x 2 SHEAR WALL SCHEDULE AND NOTES 6 �30U FRAMING PLAN BOLTS AT 4-0 o.c. (2)-2x 9 S-300 SCALE: N.T.S. Sheet# JOIST DETAILS Plate nail-16d(0.135'x 3Y") Load bearing or braced/shear wall 1Y2"round holes may be cut „ above(must stack over wall below) an Plate Hall, 16d 0.135"x 3 Y") Plate nail, 16d(0.135 x 3 Y2") � " at 12 on-center ® Load bearing or braced/shear wall above anywhere in web outside of ( When sheathing thickness exceeds/g , Blocking panel: 1Y6"TJ Rim Board, must stack over wall below when ® hatched zone if they are at16"on-center at g 2x_studwallat Floor panel nail- ( present) ALLOWABLE HOLES - TJt JDIStS located3"awe 9 p 9 g 16 on-center 8d(0.131"x 2Y2)at 8 on-center 1Ya"or 1Yz"TimberStrand"LSL or No load bearing y horizontal/ Blockin anal: trim sheathing tongue at rim board " " g (edge-to-edge) Web stiffener TJI' oist. wall above Min.distance from Table A Min.distance from Table B 1Y6"TJ"Rim Board, 1Ya"or " Blocking panel: Q2V from a larger hole. " ® required on both Plate nail-16d(0.135"x 3Yz) 9 1Yz TimberStrand LSL or q " Web stiffeners required on 2x4 minimum Web stiffeners 1Ye"TJ'Rim Board, DO NOT ®• sides at AZW ONLY at 16 on-center both sides at A3AW ONLY " " cut or notch flange.TJI Joist Floor panel nail- Sheathing squash blocks required each side 1Ya or®Y TimberStrand'LSL g • D I La i'"I�I r0 a " " bounds Halls, at B3W ONLY or Dist •• :_ Andrews 8d(0.131 x ZYz')at 6 on-center" �' j 8d(0.131"x 2Y2") 1Ya"or 1 Y" - RIm-to joist Web Stiffeners required at 4"on-center I TimberStrand" Y6" Web stiffeners V O � O 8" +-- E n g i n e e r i n g Hall each side at A3._W I LSL rim board. 61 61 W required on both I " sides of both joist 6" L1 2 x D D Close/ rou ed round L 2 x L D Toe nail-10d(0.131 J , + y 9 P z z zZdcut s" s° Toe nail, Toe nail, 1Ys"TJ"Rim Board, When sheathing " " p 1 ends at B4W ONLY No field out minimum holes are permitted if minimum No Do not cut 158 County Rd. 39, Suite 10 10d 0.131"x 3" 10d 0.131 x 3" III 7 " x 3 )at 6 on-center ( ) ( ) (A3.1/A3.1 W only) thickness exceeds/ , in Web stiffeners required DO NOT (applies to all holes Southampton, N.Y.11968 End of Joists at hoes In the group perimeter ho►•s In hoes Carper at 6"on-center at 6"on-center 1Y4'or 1 Y"TimberStrand'LSL. trim sheathing tongue min• on both sides at B1 W j ut holes In cantilever hatched except knockouts) meets requirements for hitched than 1%:•In Office: (631)259-3959 centerline zones round or square holes. songs cantilever TJI rim joist at rim board and 62W ONLY reinforcement. lnfo@DiLandroAndrews.com Web stiffener Toe nail-10d(0.131"x 3") of support required on both Must have 13/4 minimum at 6"on-center" Install proper blocking to Blocking panels may be required Table A - End Support * sides at A1W ONLY * joist bearing at ends.Attach * support all panel edges g2 B2W 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 Al W (A)2 A2W rim joist perA3 detail. A3 A3.1 A3.2 A3.3 walls above or below-see detail B1 B3 B3W below-see detail B1 84 B4W JOIST TJr ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE "For additional installations specifications see Rim Board Details and Installation in A3.1 A3.2 A3.3 "For additional installation specifications see Rim Board A3.4 DEPTH Professional Seal A3.4* 2" 3" 4" 6" 6%' 7" 8%- 11" 13" 2" 3" 4" 6" 6Y2" 7" 8Ts" 11" 13' P A3W O " " Nail through 2x_cantllever,wood backer and 110 1'-0" 1'-6^ 2'•0" T.0" 5'-0" 1'-0" V-6" 2'-6" T-6" 4'-8" Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. O O O W Details and Installation in Weyerhaeuser Installation Gulde IV TJ"Rim Board or 1Ya or 1Yz TimberStrand" TJI joist web with 2 rows 10d 0.148 x 3 for Floor and Roof Framing,TJ-9001. " „ Blocking I ( ) 9y„ 210 r-o" r-6^ 2'-6" 3'•0" V.6^ r-0" r-o^ z'-6° a'-o" 6'-0^ 9 LSL.Nail with 10d(0.131 x 3 )nails,one each at panel nails at 6'on-center,clinched. 230 1'-6" T-0" 2'-6" V-6" 5'-8" 1'-0" T-0" T-0" 4'•6" 5'.0^ top and bottom flange.Nail to blocking panel with Use 16d(0.135"x 3Y2")nails with 3Yz"TJI" 360 1'-e" 2'.0" T.0" 4'•0" V-0" 1'-s" z'-s" T-6" V-0" 5'-s" connections equivalent to floor panel schedule. Joist flange widths. 560 r-e" 2'-6" 3'-6" 6'-0" T-0" 2'-0" T-0" 4'-0" V-6" V-0" V-0"length of TJI"joist 8"diameter maximum hole for 11 e"- 1Ye"TJ"Rim Board 1Ya"or 1Yz"TimberStrand' 110 r-o" r-0^ r-s" " '-0" 5'-6" r• " r-s" r- " 2'.6-1 4'.6- V " reinforcement and filler 16"deep blocking panels;6"diameter z10 1'-0. 1'-6^ T-0" 2'.0", o" 3'-8" 8'-0" 1'-0" 1'6" 2'-8" 3'-0" 5'_V 6'- " 4'-0"length of 8"diameter maximum hole for 11 Yg"- block.Use 4'-0"length maximum for blocking panels 91z" LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11 e" 230 1'-0" 1'-6^ 2'-0" 2'- " T.0" T-6" s'-s~ 1'-0" T-0" z'-6" T-s" V-6" V-e" Y4"reinforcement 16"deep blocking panels;6"diameter with 9Yz"and 11%"TJI' deep or shorter than 12"long. one each at top and bottom flange. with one 8d(0.131"x 2Y2") 3so 1'-6" z'-o^ 3'-0" - " a'-e" T-0" T-0" 1'-s" 2'-6" T-6" 4'-6" V-s" 6'- " 8"diameter maximum hole for Attach reinforcement to joist nail at each comer F1 applies to s6o r-e^ z'-e" 3'-0" a'• ° 6'-e^ s'-o" s'-0" r-s° 3'-s^ a'-6° 5'-6° r-0^ r- 7 on one side at E2, maximum for blocking panels 9Yz Joists. Do not cut flanges, 1 " Web stiffeners 11/a"-16"deep blocking panels; both sides at E3 " with one 8d(0.131"x 2Y2") 110 1'-0" r-0" r-o" " r-6" r-0" T-0^ s-6" r•o" r-0" r-6" 2'.0" T-6" a'- " V-o" deep or shorter than 12 long. Horizontal blocking uniformly 210 v-o" 1'-0" r-a' 2'-0" 2'-6" 3'-6- 6'-0" 11-0 r-o^ z'-o° 2'-s° a'-o" 4'- ° '-e" 8'•6" Load from above required on both 6"diameter maximum for 1Ya"TJ'RIm Board 1Ya"or 1Yz" nail at each corner g panels 9Y2"des Do not cut flanges. panels between each loaded Joists 14" 230 1'-0, r-0^ 1'-0" " 2'-8" 2'-6" 4'-0~ 7'-0. r-0" 1-0" - - 3'-0° 4'-0" 51- " '- ^ 9'-0" sides at E1 OPJLY blocking p or TimberStrand"LSL.Nall with Joist.Nail to top plate with only. 360 1'-0" 1'-0" 1'-6" " 3'-e" 4'.0- 5'-6" 8'-0" V-0" 1'-6" 2'-6" 4'.0" 6'-0" 6'-e" 8'-0^ 9'-6" shorter than 12"long. 10d(0.131"x 3")nalls,one 12"length of Ya' connections equivalent to Wood A �t<` 560 1'-0^ 1'-0^ 2'-0" " 4'.e" s'-o^ s'-s^ s'-0" 1'-s" T-0" 4'-0" V-0" T-0" 7'-6- 110 Y6"-1 Do not cut flanges. lYs"TJ"Rim Board or 1Ya"or 1Yz' each at to and bottom flange. reinforcement cn floor panel schedule. backer a�`� st r�.)� 1'-0~ r-o^ r-o^ r•o" r-0^ r-o^ T-0" 5'-0^ r•o- r-w r-o" 1'.6" T-0" 3'- ^ ^ 7 10'0° TimberStrand'LSL.Nall with 10d P g one side at E5, 3 „ eg tt`a��sag° 210 r-0" r-o^ r-o" " 1'-0^ r-6" z'-s" 3'-s^ s'-0^ r-o" r-o° r-0° r-o° o" 3'-e" e'-o° 11'0~ OF NEj,I, (0.131"x 3")nails,one each at Attach reinforcement to 12 length of/a ti\�`�g� c �0 1s° 230 r-0" 1'-0^ 1'•0° " 1'-e" r-6" 3'-0^ a'-o" 7'-0" r•o" r-o^ r-o° 2'-0" T-s^ a'- ^ " e'-o^ 11 1-0" Y both sides at E6 reinforcement on one side �`� t��g Eo�� 360 r-0" 1'-0. r-o° •e^ r-s~ 4'-6" s'_s^ 9'-0" r-o" r-o^ r-e^ T.0" V-0^ 5'-e^ •o" 10'•0" 11'-s^ �Q' NENRy ' to and bottom flange. � Full depth vertical t` tin •�� ` " p g joist web with 3 rows at E7 10d(0.148"x 3")nails at 6" blocking between both sides at E8 F1 ca\e�9 660 1'-0" 1'-0" 1'-0" 1'-0" 2'•s" T.0~ 5'o^ r s^ 10'-0« 1'-0" z'-0~ 3'o" a'-s" e'-8" 7'-0" 10'-0" 11'-0" 12'-0" '1 Attach reinforcement " on-center,clinched.Use 2 each joist 4" a" 7" 8" 11" 12" 14Ya" 1ss/a" 4" 6" 7" 6" 10" 12" a%a" 1g%a" O 2x4 min mum to joist flange with 2 tt` rows with 9 "and 117 " E7 E8 Less than 5" 36o r-o" 1'-0^ 1'-o" - ° a'-o^ 5'-6~ 9'-6~ r-0" T-0" 4'-6^ 6'.0" 10'.0" t r• " squash blocks Yz /a Less than 5 18" A" 8d(0.131"x 2Y")nails at 6" a�`� TJI"Joists. 660 r-0" r-o" r-o" 2'•0" 4'-6" r-0" 10'-s" 2'.0^ s-0" 6'.6^ 6'-0" 11--tr' 1z' a'•o° 1Ya"TJ"Rim Board or `� �� on-center.When reinforcing E5 E6 L �/Gap*: WEB STIFFENER ATTACHMENT 20„ 360 1'-0" 1'-0" 1'-0" • ° 2'•0" 4'-0" r-0" 10'-0" 1'-0" r-6" 3'-0" a'-6" CS Use 2x4 minimum squash blocks to 1Y4"or 1Yz"TimberStrand"LSL. Face grain a� Y8"minimum 560 1'-0" r-o" r-0" r•o° 2'-0" a'-s' 6'-6" 1r-0" r-0" 3'-s" s-o^ r-o^ to'-6° 13' ' 1a'-e^ 15's^ F` 0 '( both sides,stagger nails. 2/a maximum pA 97Q0 C� transfer load around TJI®Jo/sf Nail with 10d 0.131"x 3" horizontal E4 " ® 3 " � ( ) Not for use with 31/2 TJl joist flange widths 1 9 P� E1 E1 W nails,one each at top and E2 E3 0Yz°for TJI" Nailing: Table B - Intermediate or Cantilever Support �FESSION bottom flange. Minimum distance from ed a of hole to Inside face of nearest Intermediate or cantilever support g EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. Apply subfloor TJI'joist blocking with end JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathingL Web stiffener both sides. DEPTH TJI® , " r„ adhesive to all blocks installed aty3 joist-span 2" 3" a" 6•' eY2" 7" s/e 11" 13•' 2^ 3^ a^ 6" 6Y2'• 7" e/ 11•' 13" ® Flush bearing plate required. Flashin locations usln See table below. •With point toad from above,and no support Han er hef ht must Double TJI Joist Filler Block: „ g contact surfaces g r below,Install web etlffener tight to top flange 110 2'-0" T-6" T-6" 4'•e" r-e" 1'-6" 2'-6" 3'-6" 5'-6" 6'-6" g 9 Hanger Backer Block:Install tight MaximumYa overhang two 8d(0.113"x 2y") T • g g " be a minimum of 80% Attach per the table. Tight fit (gap at bottom flange) eye" 210 2'-0" 2'-s^ 3'-6 a'-0" e'-o" z'-o" 3'-0~ 4'-0" e'-s" 7'-6^ ofiolst 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' V-8" e'-e" T-0" T-6" 4'-6" e'.6" 7'.6" t flange with face mount hangers). led er gQa 2y2"screws, De th Minimum Web Nailing Requirements 360 T-0" 4'-0" 5'-6" V-e" 9%0" T-0" a'-6" 64' 7'•6" e'-0' alternating sides.Clinch nails ,; Clinch halls when possible. , g typical TJI'Joist Series p Number Nails 560 T-s" V-0" V-0" 7'•e" IT-0" a'-o" 5'-6" 6'-e" 8'.0" 9'.0" when possible. See fastener " ® " �3j �a '� yp cal (tn.) Stiffener Size Type table below.Maintain 1Ye TJ Rim Board or try' 6 5 End Intermediate 210 1'_0^ 1=0« 2=0" T-o" a.e" V-0^ s=o^ t=o" 2=0" 3'-0" a'-6" e'-o" 6'-0" ,-0" W 2"distance minimum from or 1Yz TimberStrand LSL. 110 All /e x 2 16 (" , " '^ '• (minimum, g n 5 "+ 8d 11/B 230 1'-0" 2'.0" T-8' '-e" 6'-0" 5'-8" 10'-0" 1'.0" 2'•6" T.6" 5'.0" e'-8" 9'-v v/ To mount 210 All /a x 2 Ie " « hen er edge of ledger to fastener. s 230&360 All ,/"x 2%g"c+' (0.113"x 2Y2") 3 3 sso r-6^ 3=0" a'-s^ e" a o" a-a" 12'-0" 3=0" 4'6" 6=0" 8=0" 10=8" 19'e" -0" 9 I 'r p Option#2_ Z D Fastener Allowable Load(2)(Ibs/bolt) 2x_strapping Installed at Y3 16d 110 1'-0" 1'-0" 1'-0" - " 2'-0" 2'-e" 4'-6" V-s" 1'-0" 1'-0^ 1'-0^ 2'-e" 5'•0^ e'-o" o^ 2'-0" _ W Face mount Backer block Y2"Through bolt Joist-span locations using two 560 All 2x4 c2, 210 1'-0' 1'-0" 1'-0" '-0" 2'.8" T-0" V-6" s'-6" 1'-0" V-0" T-0" T-6" V-0" 7'-0" '.0" 13'.0" ec both sides of web Rim Board Material y2"lag bolt Y2"Through bolt with Air Space (0.135 x 3 2 14" 230 1'-0" 1'-0^ 1'-0" '-o" 3'•e" a'-o" s'-o" 10'-6^ 1'-0^ t'-o^ 2'-6^ a'-o" 6'-6" 7'-e" '-o" 3'-e" G hanger 2�"screws per Joist,typical with single TJI'Joist 1 8"TJ Rim Board"" 480 695 18" 4 4 360 V-01 1'-0" 2'-0" '-9" 6'-8" 6'-0" 8'-6' 12'-6" 1'-0" 2'-0" 4'-0" 5'-B" V-0' IV-0" 12'-0" 14'-0" Web stiffeners required If sides of 1 4"TimberStrand LSL 610 726 615+•� Option#3: 560D 20" 2x4'2) 16d jj 5 560 1'-0^ 1'-0" 1'-e" 3'-e" 6'-e" e'-6" Z6" 13'-s" 1'-0" 3'-0" 5'-0" 7'-0' 17-0^ 11'-0" 3'-e" 15'-0" With top mount hangers,backer block required only 1 Yi'TimberStrand®LSL 675 725 Directly applied ceiling 22""' (0.135"x 3Y") 6 11 Ito 1'-o" 1'-0" 1'•0« '-0" 1'-0" 1'-0" 2'-s" s'-o" 9'-6. 1'-0" 1%0" 1'-0" 1'-0^ T-6- 4-6" a'-e" 11'-6" 15'-0" LL H1 hanger do not laterally support at H2 H3 24"I" 6 13 210 1'-0" V-0" 1'-0" '-0" 1'-0" 1'-0" T-6- s'-0" 10'-0^ t'-o^ O least%"of TJI'Joist top flange O for downward loads exceeding 250 Ibs or for uplift O (1)Corrosion-resistant fasteners required for wet-service applications. PB1 When Speclfl@d On the layout, one Of a 16" 230 1'-0. v-0" 1'-0" •0" 1'-8" T-0" 4'-O" 6'-6" 11'-0" 1'-0" 1'-0" 1'-0" 2'-8" 5'-0" 8'•0" 0'e" 13'-6" 18'-6" LL W 2 Allowable load determined In accordance with ASTM D7672. O 1 PSI or PS2 sheathing,face rain vertical conditions.For nailing requirements see page 5,TJ- O ( ) the brac/n D tlons above/s re ufred ( ) g' g 360 1'-0^ 1'•0^ 1'-0" '-o" 3'-0" a'-o« s'-s" 10'-0^ 13'-6« 1'-0« 1'•0" 2'-0" a'-o" 7'-6" e'-e" 13'-0^ 1a'-a^ 17'-0~ �•- 9001, Weyerhaeuser Installation Guide for Floor and (3)1Ys"TJ®Rim Board Is allowed with joist depths s16"only. !7 p 4 (2)Construction grade or better « 560 1'-0" 1'-0" 1'-0 '•0" 2'-8" 3'-8" 7'-0" 11'-0" 15'-0" 1'-0" 1'-0" 3'-8" 5'-8" 9'-0" 10'-0" 4-8" 18'-0" 18'-0" Roof Framing, TJ-9001. (4)Maximum Yz"shimmed air space. 3 Web stiffeners are always required for 22"and 24"TJI"560D Joists 4" 6- 7" e" 10" 12" 14Ya^ 16Ya" 4" 6- 7" 6" 10" 12" 14Y4" leY4- O W BEAMDETAILS FASTENING of FLOOR PANELS 360 1'•0" 1'-0., 1'-6" '-0. 6'-0" s'-o" 14'-6" 1'-0" a'-0" s'-e" 9'-0" ta'-s" 16'- ° s'•o" O Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 660 1'-0" 1'-0" 1'-0" 2'.0" V-0" W-0" 15'-6" 1'-0" V-0" 8's" 11'-8" 16'-B" 18'-0" 9'-8" TJI 0)(2) Rim Board 1a/a" TJI®Joists 110 210 230 or 360 360 560 560D 20„ 360 1'-0" v-v, 1'-0" 0" 3'-0^ 8'-0^ 11'-0" ts'-o" t'-o~ t'-s" a'-0^ 7'-0" 12'-6" 1g'• " B'-0" 20'-8^ J BEARING FOR DOOR BEAM TO BEAM BEARING AT Nall size 110,210, 360 and lye"Tie TimberStrand®LSL TimberStrand®LSL Microllem" Parallam® 7 " "- "- T "- '" 560 1'-0" 1'-0" 1'-0" VA' 1'-6" 5'-6" M BEARING AT WALL OR WINDOW HEADER and 230 660 Rim Board IV' 1 z" or wider LVL PSL Depth 9Yz"-11/e 14 16 9Y2 11/e 14 16" 9Y2"-11/e" 14 18 18"-20" 91/ 14".18 18' 20" 22"•24" Rectangular holes based on measurement oflongestside. W CONNECTION CONCRETE WALL • Leave Ye"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. " ® 8d(0.113"x 2%"),8d(0.131"x 2Y2") 4" 3" 6" 4" 3" 3" 4" 4" Filler Block(1) 2x8+Ye" 2x8+%" 2x6+y" 2x8+Y2" 2xl2+Yz" Two Two Two Four Y/4"x 15 • Tables are based on uniform load tables In current design literature. V J 1Y6 TJ Rim Board or Strap per code It top plate 1Ya"or 1 Y2"TimberStrand' Is not continuous over 10d(0.148"x 3"),12d(0.148"x 3ya") 4"ts) 4"tY) 6" 4" 3" 3" 6" 4" (Detail H2) 2x8 2x8 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2xl2 sheathing • For simple span(5'minimum),uniformly loaded Joists used in residential applications,one maximum size round hole maybe located Q .J LSL or blocking for lateral header 16d(0.182"x 3Yz") 6" 6" 16"(a) 6"t� 6"ts1 s"le) 8"t4) 6" Cantilever Filler 2x6 2x10 2x8+%" 2x10+Y8" 2x6+Yz" 2x10+y2" Not at the center of the Joist span provided that no other holes occur In the Joist. ( 1 support 1 Sta er Halls when usin 4"on centers acln and malntaln "Joist and anal ed a distance.One row of fasteners Is ermltted tvvo at abuttln ( ) g g sheathing sheathing sheathing sheathing Not applicable y ( )Stagger g P g ® P g P ( g Detail E4 4'-0"Ion 6'-0"Ion 4'-0"long V-0"long 4'-0"long 6'-0"long applicable •• ^^ Strap per Code if to •; ; panel edges)for diaphragms.Fastener spacing for TJI Jolsts In diaphragm applications cannot be less than shown In table.When fastener spacing for , ALLOWABLE HOLES - Headers and Beams w L.J. P P P blockingis less than spacing shown above,rectangular blocking must be used in lieu of TJI's Joists, Backer Block t) P g g g J , (Detail F1 6/8"or Y/a" tYa"or 7/" %8"or 1"Net 2x6 2x8 2x12 Two at x g ® -J W plate is not continuous , ' (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least/:^end staggered. �.55E TimberStrand LSL Headers and Beams Q over column '• (3)With 10d(0.148"x IV)nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) sheathing � Top mount Filler 2 x diameter of the hanger (4)Can be reduced to 5"on-center If nail penetration Into the narrow edge is no more than 1Ya"(to minimize splitting). Nall Size (0.131"x 3") largest hole(minimum) 9 (5)Can be reduced to 4"on-center If nail penetration Into the narrow edge is no more than 1Y4"(to minimize splitting). Backer (0.131"x 3") Protect untreated Y depth Allowed hole zone Column FBCe mount (6)Can be reduced to 3Yi'on-center If Hall penetration Into the narrow edge Is no more than 1Y4"(to minimize splitting). Nall Filler 32 50 hanger wood from direct ■Recommended nailing Is 12"on-center In field and 6"on-center along panel edge.Fastening requirements on engineered drawings auperseda 15 contact with recommendations listed above. Quantlty(z) Backer ® 15 15 r - ----- -- ----- - L1 L2 L3 See current Weyerhaeuser L4 concrete ■Maximum nall spacing for TJI Joists Is 18"on-center, O O „ „ ® (1)If necessary,Increase filler and backer block height for face mount hangers and maintain e"gap at top of joist;see detail W.Filler and backer block L ------ ------- ■14 ga.staples may be substituted for 8d(0.113"x V2)nails 9 minimum penetration of 1 Into the TJI joist or rim board Is achieved• 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 O O literature for framing connectors L " r is greater. a g g( )' ■To minimize splitting,maintain edge distance and row spacing of 22�Z x nail diameter or�,whichever g e. (2)Clinch Hells when possible. ■Nailing rows must be offset at least Y2"and staggered. Header or Beam Maximum Round ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installatlon Guide for Floor Depth Hole Size and Roof Framing,TJ-9001. 9 4"-9 2" 3" W Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at 8« 8« 11 AI W 3%" Fastener Installation Requirements 0 cantilever and end bearings by blocking 14"-16" _4%' Piece #of Fastener TJI®Joist floor framing does E1 panels,hangers,or direct attachment to General Notes See Illustration for allowed hole zone Z 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. • Allowed hole zone suitable for headers and beams with W „ c2, sides,stagger fasteners on the second mid-span blocking uniform and/or concentrated loads anywhere along the member. ` BEARING AT 10d hails 3 3 12„ side so they fall halfway between • Round holes only COLUMN 2 12d-16d nails 3 A" 2c2j One side fasteners on the first side. • No holes in headers or beams In plank orientation. Screws 3Yg"or 3Y2" 2 24" 10d hails 3" 3c2' Al H2 Other Trus Joist& Headers and Beams (2) 12" Both sides ; DO NOT bevel cut o/st O Rim board Joint Microllam® LVL B LIJ 3 12d-16d nails 3 Yn" 2 E2 between joists DO NOT overhang seat cuts 1.3E TimberStrand® and Parellame PSL ' beyond Inside face of wall. \ Z 13/a" 3Yg"or 3Yz" Both sides on beams beyond the Inside LSL hole zone hole zone 2 x diameter of the y depth Screws 2 24" Load must be applied evenly across 3_ 5" One side entire beam width.Otherwise,use face of support member. largest hole(minimum) 0 Verifycolumn capacity c3> " c2, connections for side-loaded beams. DO NOT cut,notch or drill w 10d hails 3 3 One side holes In handers or beams Z O and beam bearing 12" (P ply) -- Illustrations and tables. L5 length.See current 4 12d-16d nails"' 3 Y4" 2c2j (per I --- -- -1 except as Indicated In d OWeyerhaeuser literature. 5"or 6" Both sides .01 L--r' -J o o O Screws 2 24" Multiple pieces can be nailed or bolted together to CS 6 Y4" One side L6 form a header or beam of the required size,up to a TJI'rlrn Joist Microllam® LVL and Other True Joists Beams (n Z 2 Screws 5"or 6" 2 24" One side maximum width of 7" Both 1Y"TJ"Rim Board or Perallam®PSL Header or Beam maximum Round 3Y2 6/ O L3 1Ya"or 1 Y"TimberStrand'LSL. allowed hole zone Depth Hole Size V middle YYspan 4/e" 1" W r Yz"bolts 8" 2 24" - « Y O 1 10d nails are 0.128"diameter; d 1.3E TimberStrand® LSL allowed hole zone d Sys" 12" O CO COLUMN DETAILS ( ) 12d-16d Halls are 0.148"-0.162"diameter'screws are SDS,SDW USP WS,or TrussLOK' B1 L1 7Y4"-20" 2" (0 (2)An additional row of nails is required with depths of 14"or greater. H1 Sae Illustration for Allowed Hole Zone d (3)When connecting 4-ply members,nail each ply to the other and offset nall rows by 2"from the rows In the ply below. General Notes 62 • Allowed hole zone suitable for headers and beams with uniform loads only. E ON • Round holes only COLUMN CAP NAILING AT BEARING (FLOOR) L5 B3 TJI®Jolst to Bearing Plate Squash Blocks to UP Joist • No holes In cantilevers. Revisions " ® (Load bearing wall above) • No holes In headers or beams In plank orientation. N0. Date Descrlptlon 1Ya TJ Rim Board or ".i 1'y4"or 1 Y2"TimberStrand'"LSL. One 10d(0.128"x 3") Joist may be shifted up to 3"K O Use B1 Or B2 at nail Into each flange floor panel edges supported B4 intermedlate bearings WARNING 1 One 8d(0.113"x 2J'2") and span rating Is not exceeded. 08l18/2022 FOR PERMIT with load bearin or 2 Hall each side.Drive Do not cut Joist flanges. g Joists are unstable until braced laterally 3 --/--l-- --- nails at an angle at braced/shear wall Plumbing Drop Bracing Includes: 4 --1--1-- P1 least 1Y"from end. End of joists from above • Blocking a gins • Rim Boland • SbARim Lists 5 --/--/-- --- 3y"minimum I\J � V rl_�/ at centerline _ COLUMN BASE 3 " Also see detail B2 of support L2 1/ minimum end bearing intermediate bearing single-family applications 5Y4"may be required r for maximum H1 � � � �� J' _ Designed By : AN Shear transfer. Connections equivalent capacity ° r to floor panel nailing schedule j rs d Drawn By: AN i' Rim to TJI®Joist ° • / DO NOT walk on joists DO NOT walk on joists DO NOT stack building 1Ye"TJ"Rim Board until braced, that are lying f Checked By: AA ":'s'�'�.��:� ,•••��.•• 1Ya"or 1 Y"TimberStrand'LSL. TJI 560 rim Joist:Toe Additional joist Is required if •' ° / y g lot. materials on unsheathed ' or TJI"110 rim joist: nail with 10d(0.128 x 3 ) floor panel edge is unsupported L4 ° • ' / INJURY MAY RESULT. joists. Stack only over „ nails,one each side of or ifs an rating Is exceeded. 4' • ,'. WARNING NOTES: beams or walls. P2 One 10d(0.131"x 3 )nail into TJI'joist flange TJI"560 P g .. - O � Exterior Deck DO NOT use sawn each flange . ' ° Attachment Lack of proper bracing during construction can result In serious ® floor joist ' •..; :, lumber for rim TJI 210,230,and 360 rim joist: ;; { . Structural accidents.Observe the following guidelines: Date : 08/10/2022 INSTALLATION TIPS ° board or blocking, 1.Ali blocking,hangers,rim boards and rim pp ®) comp lately properly One 16d(0.135"x 3y")nail into •,. • '•.'•' sheathing 9• 9 Joists at the end supports of the TJI joists must be com late/ Installed andnailed. AS NOTED ELEVATED o as It may shr'/nk 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This cam also be Scale: each flange. •Subfloor adhesive will improve floor performance,but O COLUMN BASE 3 With depths>16",use TJI"360 rim Dist. after Installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 1/a"minimum bearing P j may not be required. O Use only 3.Safe bracing of 1x4 minimum must be nailed to a braced end wall or sheathed area as In note 2 and to each joist. Top View y ry g (minimum) ( ) Locate rim board Joint between joists. ° Safety bracing(1x4 engineered lumber. Without this bracing,buckling sideways or rollover Is highly probable under light construction loads-such as a worker or •Squash blocks and blocking panels carry stacked Protect untreated wood ° 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 TJI'joist(with web stiffeners)is not a substitute concrete 1Y2"knockouts H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 1Ye"TJ"Rim Board or for squash blocks or blocking panels. at approximately Fasten at each Jostt with 6.The flanges must remain straight within 1/2"from true alignment. or 1 Y"TimberStrand"LSL. 12"on-center two 8d(0.113"x 2Y2")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint andl/or coating on this ''' ' �'.;'•^''' •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California 3 0 ;'o ie 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. P3 non-shrink See framing Ian if applicable) flush with Inside face rout Drive nails at an g P ( pp cable)or of wall or beam SUSTAINABLE 9 One 10d(0.128"x 3")nall each angle to minimize Weyerhaeuser Installatlon Guide for Floor •Additional Joist at plumbing drop(see detail). INREASTTRY A Weyerhaeuser,Microllam,Paraflam,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 Weyerhaeuser NR. © 2020 Weyerhaeuser NR Company. All rights reserved, Sheet# " Weyerhaeuser Certified Sourcingminlmum from end end and intermediate bearing lengths. Wcy'�� www.sfipr a ®woos September 2020 Reorder TJ-4015 This sheet is intended as a supNement to the Weyerhaeuser 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 3ya")nails per table below. Dormer Framing TimberStrand®LSL or " TimberStrande LSL rafter 1x_or bra ceiling joists Four 16d 0.131"x 3Y" Toenail with four 16d(0.131 x 3Ya )Waits lateral bracing ( a )nails ,�"-� Microllam®LVL ridge board each side, or four 18d 0.131"x 3Ya" nails Attach blocking to gat 48 at each end of strap/cleat Di La nd r0 through ridge into rafter ) rafter with two 16d on-center or as specified ;+ (0.131"x 3Ya")nails Toenail hip/valley to Andrews ® Sheathing or other lateral HI member or post with three Header joist see plan ) g bracing as required p +--+---- E n g i n e e r i n Toenail header to rafter with four 16d(0.131"x 34" TimberStrand g q valley beam 16d (0.131"x 3Ya") nails from each side, or use a hanger for reactions� 158 Count LSL rafter Lateral blocking per nails per side exceeding 500 lbs. See Framing Connectors tables Y Rd. 39, Suite 10 j in Weyerhaeuser Roof System Guide TJ-9005 for Southampton, N.Y.11968 Office: 631 code or for lateral 1 ® Sloped bearing surface y y 259-3959 wind requirements TimberStrand LSL hanger capacities. ( ) ceiling Joist Attach post to bearing wall or Info@DiLandroAndrews.com beam with three 16d(0.131"x Beam or ceiling joist A23 or A3 clips each side. 2x TimberStrand®LSL late 2 times Joist spacing, sized to support post p p minimum 3Ya )nails per side (Addresses lateral load only, (connection design may be not intended for wind uplift.)* required,contact your Professional Seal 3"maximum rafter Weyerhaeuser representative) 1�, litional connections may be required seat cut overhangStructural sheathing Rafter-to-Valley Connection sist wind forces in high wind zones Attach plate to rim with Rafter Rafter Roof Snow Load 16d(0.131"x 3Y4")nails On-Center 30 LL+ 15 DL 50 LL+ 15 DL 80 LL+ 15 DL at 12"on-center Spacing Span Minimum(Ridge Board Depth p g Number of 16d (0.131"x 3 Ya")nails required _ Rafter Pitch *Angle Clips 6' 5 5 5 Rafter 4:12 to 9:12 10:12 to 11:12 12:12 Hanger Nailing 16„ 12' 5 6 8 Size Ridge Board Sizes Type Clip Top Plate Rafter/Ceiling Joist Rafter Connection for Thrust: 18' 6 9 12 See plan for member 24' 8 12 2x6 2x8 2xl0 2xl0 Simpson „ •For lap connection nail quantity requirements,see Rafter Span and Heel 6' 5 5 7 Strong Tie® A23 10d x 1Y2 10d x 1Y2 Connection Tables In Weyerhaeuser Roof System Design Guide, Ceiling outlookers 2x8 2x10 2x12 2x12 9 y y g TJ-9005, at hip end 12 6 8 1 11 14" 14" 14" USP Structural 2x10 O O A3 10d x 1Y2" 10d x 1Y2" -If 8-15 nails required, use two A23 or A3 clips, each side. 18' 9 13 20 2x12 14" 16" 16" 22 Connectors® R R *Contact your Weyerhaeuser�epresentative* * Open, see plan ,`P� N EN RY O,p 24TO 26 for additional connection information. �Y 0 - m �c Trimmer joist see plan AROFES SIONP�' Heel Connection (Lap) Valley-to-Hip Connection TimberStrand®LSL rafter Hip/Valley Low End Sloped hanger Hip/Ridge/Valley/ Post Detail Hip member or (sloped/skewed If roof Sheathing or other lateral valley beam pitches are unequal).0) Hip member W 3"Maximum rafter bracing as required TimberStrand®LSL or ® Hi /valle seat cut overhang Microllam®LVL ridge board Notch TimberStrand LSL P Y hip/valley to sit on post depth(d) Depth of hip/valley (minimum of 75%of original at seat CQ(y). z W member depth must remain). See table below Ridge board.Toenail - Q Toenail hip to ridge with five ridge-to-hip with four 16d (0.131"x 3Ya")nails. " TimberStrand®LSL Connect rafter to na s(0.131 x 3Ya ) R 9 W W Attach blocking to rafter with ceiling joist valley using 16d 27 LL._ (0.131"x 3Ya")nails(z) two 16d 0.131"x 3Ya" nails--/ ( ) 16d (0.131"x 3Y4")nails W for heel/lap connection* Attach hlpivalley member to plate LL Lateral blocking per code or/ Post or bearing wall with three 16d (0.131"x 3Y")nails Valley beam. Connect to hip O for lateral wind requirements Toenail ceiling joist to top plate per side member with sloped hanger. 0 Toenail rafter to top plate with with two 16d (0.131"x 3Y4")nails HlplValley Depth Contact your Weyerhaeuser representative for sizing of a hip W m three 16d (0.131"x 3Y4")nails Minimum Percents a of Original Hip/Valley Depth Required RequIredl or valley with a point load. TimberStrand®LSL rafter Member Type TimberStrand®LSL Microllam®LVL v, ±Llp Member 30% 50„i„ I'I See Framing Connectors in Weyerhaeuser Roof System Guide, Q ...I R *For heel/lap connection nailing see Rafter Span and Heel Connection R R Valley Beam 600A 90„io R TJ-9005 for hanger capacities. V Q 21 Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. 23 Hip member or valley beam 25 Calculate percentage as y/d x 100 See Rafter-to-Valley Connection table In Detail R26 above. W ROOF DETAILS ~/� General Notes A Weyerhaeuser 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-1%"or 1Y2" 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 W sides y pp 3 „ INTERMEDIATE BEARING if spacing acing Is do not latterefl support at least/8 of the both sides.Cut to match roof slope. * I 24"on-center. TJIO joist top flange.Also see framing plan. Blocking panels or shear blocking may be Two rows 8d p 1Z o greater than 24"on-center.`moo Web Stiffener required on specified forJolst stability at Intermediate supports (0.113"x 2Y")nails .�� F�c z both sides at R3W ONLY at 8"on-center -j- W Shear blocking- 1 y�• 1Y"TJ®Rim Board, Web stiffeners 7 Twist strap and backer block required at 10d(0.128"x 3") 1Ya"or 1Y2"TimberStrand°D required on both R7S with slopesQ Variable slope seat Blydsmouth cut greater than 3:12.See Halls at 8" LSL or TJI®joist. connector sides at R7W ONLY Nailing Requirements at Bearing in on-center ® must not Weyerhaeuser Installation Guide for Floor TJIO joist flange overhang inside Web Stiffener required on must bear fully on face of plate, and Roof Framing,TJ-9001. Beveled 2x4 block both sides at R1W ONLY plate. W 1� `Y}ad adjacent span maximum �A* u Beveled bearing Beveled 2x4 block with Beveled bearinglate 3 1 p beveled web stiffener on �R` t� �0 a+ Beveled web stiffeners Q p a� plate required when 2' � opposite side of web � required when slope 2x4 block for soffit support slope exceeds Ya:12 ayect` on both sides exceedsYa:12 R3 R3W R5 R7 N% R75 is allowed only with joist depths S 16" R8 Rg BIRDSMOUTH CUT allowed at low end ofJolst only zBIRDSMOUTH CUTallowed at low end ofJolst only O(tR7 O BIRDSMOUTH CUT allowed at low end ofJ olst onlyO -I � � O �Y adjacent span maximum O Z b CD R1 R1 W 00 Filler block:Attach per the table below. n l` O Clinch nails when possible. Becker block:Install tight to bottom O flange(tight to top flange with top mount M (�o hangers).Attach per table below. d LSTA18 strap nails at 116S Revisions with slopes greater than 3:12 No. Date Description Strap nails: 1 08/18/2022 FOR PERMIT _ _--- Leave 2%e"minimum end SHEAR BLOCKING and VENTILATION HOLES(Roof Only) 2 distance Y Y3 Y 3 2x4 one side.Use 20 both LSTA24(Simpson Strong-Tle or USP 4 LSTA18(Simpson Strong-Tle or USP Structural Connectors strap with twelve Field trim to match joist depth at outer edge Double Joist " �, sides If Joist spacing is s ) p Variable slope joist hanger.Beveled J p g � Y maybe required 5 Two rows 8d(0.113"x V2 ) p g Structural Connectors )strap with 10d 0.148 x 1Y2")nails required at H5S with of wall or locate on wall to match joist depth. nails at 8"on-center 1k' o� realer than 24 on-center. twelve 10d 0.148"x 1Yz")Halls ( web stiffeners required on both sides, " ® I p y3 when L exceeds L 11 Y" ( slopes greater than 3:12 Use 1 Y TJ Rim Board with depths s 16". joist spacing Additional blocking ® Y ? may be required for Additional blocking TJI®Depth,D TJI Flange Block Nail L may be required Width Type Size Quantity Allowed hole zone Designed B shear transfer Beveled web 9 By: AN for shear transfer. less than 3Yz" Filler 10d(0.128"x 3") 10 Y Y3 Y3 Blocking stiffener each Filler Strap nails: 9Y"<D516" Backer 10d 0.128"x 3") 10 _ /as required side of TJI®joist Drawn By : AN Beveled 2x4 block. Leave 23/8"minimum Strap nails: Yz" Filler 16d(0.135"x 3Yz") 10-each side Y web Checked By: AA Second beveled web end distance Leave 2 8 minlmum 3 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 ®• less than 3Yz' around TJI joist top bear fully on plate. opposite side at R10W only. Double beveled bearing plate " " Backer 10d(0.128"x W) 15 Maximum allowable V-cut End wall flange. Blydsmouth cut must not A when slope exceeds Ya:12 Variable slope joist hanger. 16 <Ds 20 g Beveled web stiffener Filler 16d(0.135"x 3Y2") 15-each side For TJI®joists with slopes of 10:12 to 12:12,the vertical depth of overhang Inside face of Date : 08/10/2022 a� Beveled bearing plate required 3Y2 Backer 10d 0.128"x 3" j p p late. d` required each side. ) 15 shear blocking ® p when slope exceedsYa:12 Web Stiffener required on gat bearing will require 1Y8 TJ Rim Board or 1Ya or O :5Scale: AS NOTED R10 R10W R14 R14 both sides at R14W ONLY H5 H5 20"<D_<24" " Filler 16d(0.135"x 3Yz") 25-each side SB I%"TimberStrand®LSL that is one size deeper than the TJI®joist. O gC BIRDSMOUTH CUT allowed O S H5S Is allowed only with joist depths 16" 3Yz Backer 1 10d(0.128"x 3") 15 DO NOT use 1Y8"TJ®Rim Board with 18"-24"TJI®Joists or In O at low end ofJolst only H6S is allowed only with joist depths:516" vertilation-hole applications. H6 H6 For filter and backer block sizes see Weyerhaeuser TJI® S Joist Speciffer's Guide,TJ-4000 Weyerhaeus er (; OnnWarning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this s® Ilk MOM product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California U- to cause cancer.For more information on Proposition 65,visit .com/inform. SUSTAINABLE FORESTRY We erhaeuser,Microllam Parallam,TimberStrand,TJI,TJ and Trus Joist are registered trademarks of INITIATIVE � Y � � 9 Weyerhaeuser NR. ® 2014 Weyerhaeuser NR Company. All rights reserved. Certified Sourcing Sheet# www.afil- a . �ooe October 2017 Reorder TJ4014 w STEEL COL., SEE PLAN 1 /-- CONNECT FLANGES " 0-3 TO PLATES W/(4)-3/4"0 i c�v N " x12 xBEAM GAUGE A325 SLIP CRITICAL BOLT NAILER TO BM.W/1"0 ®I L2 C® (2)-3/4 0 F1554 GRADE 36 FULL PEN 0'-1 1 , 1„ THRU-BOLTS AT 2'-0"O.C. "___.. Andrews b b ANCHOR BOLTS W. 12" STEEL PLATE 0�2 BOLTS TYP. c� 1/4 I I EMBEDMENT AND 3"HOOK 2 STAGGERED ACROSS BM.WEB - e Engineerin (2)-ROWS�"0 THRU BOLTS AT 16" CENTER ® "THICK BASE PLATE ON O.C., STAGGERED AT 8"O.C. 2X NAILER(S) Suite 10 8 County Rd. 39 LINE �'THICK LEVELING PLATE " 42 " TO MATCH BASE PLATE w = 5/16 TYR I I 0 0 Southampton, 9-395968 Office: (631)259-3959 EXTERIOR FACE OF —J DIMENSION ON g I 1 �"NON SHRINK GROUT w w � (� n o DiLandroAndrews.com � FOUNDATION WALL m ❑ FOUNDATION WALL, SEE i o I to CENTER � PLAN AND DETAILS FOR BEAM #OF�"A325 S.C. MOMENT LIME REINFORCEMENT SIZE BOLTS T&B FLANGE CAPACITY(kip*ft) + I I I Professional Seal W8 4 16 PLAN ELEVATION W10 4 20 I ( PLATE 0 SINGLE ( I PLATED SINGLE 6 31 I ( CONNECTION W/ " I I CONNECTION W/ " TYPE 1 BASEPLATE 4 25 THICK PLATE THICK PLATE STEEL COL.,SEE PLAN W12 6 37 r I J"xFLANGE 8 50 WIDTHx6 "PLATE STEEL BEAM, SEE PLAN FOR SIZE. FULL PEN (4)-3/4"0 F1554 GRADE 36 4 28 PROVIDE LVL BLOCKING RIPPED TO FIT SNUG BETWEEN BEAM FLANGES O 1/4 ANCHOR BOLTS W. 9" W14 6 43 _L O O I I EMBEDMENT AND 3"HOOK 8 57 CENTER _- E J"THICK BASE PLATE ONNEw LINE } o "THICK LEVELING PLATE TYPICAL STEEL BEAM PAD OUT AND NAILER ��°F ij NENRy 0.9 O ® LU TO MATCH BASE PLATE '1~ DIMENSION ON S-400 SCALE: 1-1/2"= V-0" p� O '-4" 0' 0 o. BOLTED MOMENT CONNECTOONi WELDED MOMENT CONNECTION = � 'T 1 "NON SHRINK GROUT OUT w b m ❑ FOOTING, SEE PLAN AND ~ m cc � DETAILS FOR u CENTER REINFORCEMENT --_ F�'o90 20*1 LINE ES Sl PLAN ELEVATION 2 TYPICAL BEAM TO COLUMN MOMENT CONNECTION TYPE 2 BASEPLATE S-400 SCALE: 1-1/2"= V-0" STEEL COL., SEE PLAN STEEL COLUMN, SEE PLAN 0'-52" 0'-2 " �'N (2)-3/4"0 F1554 GRADE 36 1/4 I I ANCHOR BOLTS W. 12" EMBEDMENT AND 3"HOOK 1/4 Div CENTER 00 "THICK BASE PLATE ON LINE O J"THICK LEVELING PLATE (2)-R 9x3/8x0'-3", (1)-EA. SIDE, �� TO MATCH BASE PLATE w = (2)-1/4"ANGLES WITH (2)-HOLES FOR " 0, Ill DIMENSION ON g F. O THRU-BOLTS MN 0-8�' 2 1 "NON SHRINK GROUT w w (3)-3/4"0 A325 BOLTS 0 4 m ❑ FOUNDATION WALL, SEE (2)J"0 A 325 BOLTS AT W8'S o ER PLAN AND DETAILS FOR CENTER ,� REINFORCEMENT c LINE PLAN ELEVATION I I (3)-3/4"0 A325 BOLTS —� SINGLE PLATE CONNECTION W/ " t 9x3/8xBEAM O Q TYPE 3 BASEPLATE ( THICK PLATE WIDTH +2" W (2) BOLTS W/W8 W tO 1 TYPICAL STEEL BASE PLATE DETAILS I LVL BEAM �j LLJ W it 3x3/8xBEAM H U BOLTED DOUBLE ANGLE WIDTH+2 (- 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 TYPICAL WOOD BEAM FRAMING TO STEEL COLUMN = JOIST/RAFTER APPROVED EQUAL. 5 MINIMUM (2)PER BLOCKING MEMBER S-400 SCALE: 1-1/2"= 1'-0" zW Q 0 0 o a L3x3x1/4 TUBE POST WOOD FLOOR JOIST/ROOF WOOD FLOOR JOIST/ROOF W RAFTER; SEE PLAN FOR RAFTER; SEE PLAN FOR 5; Z SIZE&SPACING SIZE&SPACING Q - TOP OF STEEL BEAM z STEEL BEAM, �? SEE PLAN FOR SIZE o BOTTOM OF STEEL BEAM J AND LOCATION f O Q A A PROVIDE(2)-3/8"STIFFENERS • . (/) = (ONE EACH SIDE)AT ALL O j _ STEEL BEAM �— r PIPE POST -J TYP.AT TOP GIRDER BEARING POCKETS 8" J—U PROVIDE 1/2"SHIM WHEN BEARING, W O = AND BOTTOM 3/16 TYPICALSHEAR OR PARTITION BLOCKING;AS REQUIRED AFTER BEAM IS.INSTALLED LOCATED ABOVE BEAM ALLS ARE 0 I` r FILL POCKET SOLID BOLT LAYOUT DETAIL A-A a WITH CONCRETE (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 J"X BEAM WIDTH +6" ¢ `�.� Revisions W/(2)-5/8"0 A36 THRD. RODS X 8"LONG W/STD. HOOK _ _ _ _ _ _ . — _ . . . _ . No. Date Descriptlon T.O.JOIST 2" MAX SHRINK GROUT �— 1 08/18/2022 FOR PERMIT L3x3xl/4 SOLID FULL DEPTH BLOCKING; - - AS REQUIRED FOUNDATION WALL 2 /-/-- --- T.O. STEEL _ 3 4 --/--/-- ---- PIPE/TUBE POST rill TYP. Designed By : AN __ WOOD FLOOR JOIST/ROOF RAFTER 1/4 Checked Drawn By AN : : AA (2)-1/2"0 A307 THRU-BOLTS, NICK - ¢ TJI/LVL FLOOR JOISTS �,N THREADS TO PREVENT BACK-OFF 6"TYP. (OF 12"WALL) �— 4"TYP.(OF 8"AND 10"WALLS) PSL OR ANTHONY POWER SIMPSON FACE MOUNTED HANGER Date : 08/10/2022 BEAM BLOCKING (IUS @ WOOD FLOOR FINISHES. 3/16 TYP. NOTE: M1U @ STONE/TILE FLOOR FINISHES) Scale: AS NOTED @ 8"WALL DEPTH, PROVIDE FULL DEPTH POCKET AND FILL WITH GROUT UPON INSTALLATION OF BEAM A - A 7 BEAM POCKET DETAIL 8 TYPICAL LVL/TJI TO STEEL MEMBER 6 �4uu 6 TYPICAL STEEL PIPE/TUBE POST BRACING AT WOOD FRAMED FLOOR LEVELS s-400 SCALE: 3/4"=1'-0" S-400 SCALE: 3/4"= 1'-0" S-400 SCALE: 1-1/2"= 1'-0" Sheet#