Loading...
HomeMy WebLinkAbout47570-Z �o��pF SOUryo`o Town of Southold * * P.O. Box 1179 53095 Main Rd 001Ihn N �o Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46957 Date: 04/07/2026 THIS CERTIFIES that the building FARM BUILDING Location of Property: 3375 Indian Neck Ln Peconic, NY 11958 SecBlock/Lot: 98.4-1.3 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 11/18/2021 Pursuant to which Building Permit No. 47570 and dated: 03/18/2022 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: Non-habitable accessory barn with heated storage and half bathroom. as applied for. The certificate is issued to: Indian Neck IV LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-0283 3/24/2026 ELECTRICAL CERTIFICATE: 47570 2/21/2023 & 115368 1/2/2026 PLUMBERS CERTIFICATION: RF Plumbing & Heatmi Inc 4/3/2023 Aut rize gna ure �'�Of Sao yo TOWN OF SOUTHOLD BUILDING DEPARTMENT N Y SOUTHOLD, NY o`��OUNT`l.Nc� BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47570 Date: 03/18/2022 Permission is hereby granted to: Renewal Date: 12/11/2025 Indian Neck IV LLC c/o Ernest Scalamandre New York, NY 10019 To: construct accessory barn as applied for. Premises Located at: 3375 Indian Neck Ln, Peconic, NY 11958 SCTM#98.4-1.3 Pursuant to application dated 11/18/2021 and approved by the Building Inspector. To expire on 12/11/2027. Contractors: Fees: Renewal Fee $557.30 Total SSS7.3 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE "o • ¢ SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47570 Date: 3/18/2022 Permission is hereby granted to: Indian Neck IV LLC c/o Ernest Scalamandre 1350 Ave of Americas Ste 2300 New York, NY 10019 To: construct accessory barn as applied for. At premises located at: 3375 Indian Neck Ln, Peconic SCTM #473889 Sec/Block/Lot# 98.-1-1.3 Pursuant to application dated 11/18/2021 and approved by the Building Inspector. To expire on 3/18/2023. Fees: ACCESSORY $829.60 CO-ACCESSORY BUILDING $50.00 Total: $879.60 Building Inspector NASSAU ELECTRICAL SUI10LK INSPECTORS 159 Route 25A, Building 1 Suite B Miller Place, NY 11764 Telephone:631 495 8136 • Fax:631 509 4538 • E-Mail: Requests@SuffolkBEI.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Platinum East Electric Inc Certificate No.: 115368 Rough In Inspection Date: Final Inspection Date: Jan 02,2026 Application No.: Building Permit No.: Not Provided County Tax Map No.: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below,installed on behalf of the applicant named above,located at the premise of and not after the final inspection date above: Owner: Indian Neck IV LLC Site Location: 3375 Indian Neck Lane,Peconic,NY 11958 Owner's Address(if different): 0 Residential 0 Indoor ❑Basement 0 Service ❑Shed ❑Commercial 0 Outdoor 0 First Floor ❑Pool ❑Hottub ❑New ❑Renovation 0 Second Floor ❑Attic ❑Garage ❑Addition 0 Survey ❑PV Solar ❑Generator ❑Conversion ------------------ - ❑Signs ❑Battery Storage ❑Safety Inspection Other: BARN INVENTORY Single Phase Heat Duplex Recpt 22 Ceiling Fixture 10 Dual Func Breaker Three Phase Hot Water GFCI Recpt 0 Wall Fixture 0 Smoke Main Panel z-2oo AC Cond Single Recpt Recessed Fixture z2 CO Detect Sub Panel AC Blower 0 Range Recpt LED Lighting Smoke CO Combo Transformer Appliance Ckt Dryer Recpt Emergency Time Clock Disconnect 0 Switches 15 Twist Lock Exit Fixtures Pumps 0 GFCI Breaker 0 Heat Pump Electric Heat Pool Luminaire Exhaust Fan 0 Other Equipment:400 amp underground service 2 mini split AC compressors The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: Platinum East Electric Inc License No.: 34091-ME Date Printed: Jan 02,2026 Inspected By:Joe Coppola Signature: pF SO!/Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlinCa)-town.southold.ny.us Southold,NY 11971-0959 OIyCQU{�e�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Indian Neck IV LLC Address: 3375 Indian Neck Ln city:Peconic st: NY zip: 11958 Building Permit#: 47570 Section: 98 Block: 1 Lot: 1.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091 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 X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heater 1 Duplec Recpt 25 Ceiling Fixtures 9 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 7 Smoke Detectors Main Panel 150X2 A/C Condenser 2 Single Recpt Recessed Fixtures 4 CO2 Detectors Sub Panel A/C Blower 3 Range Recpt Ceiling Fan 2 Combo Smoke/CO Transfer Switch UC Lights 23' Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 16 4'LED Exit Fixtures Sump Pump Other Equipment: In Wall Heater 1, 150A Panel 42 Circuit x2 Notes: Barn / Garage Inspector Signature: Date: February 21, 2023 S.Devlin-Cent Electrical Compliance Form Town Hall AnnexE MAY U 4 ,{fl2J Jeleplione(631)765-1802 54375 Main Road Fax.(631)765-9502 PD.Box,1179 �@9Ei1196vt�dl�t'f. Southold,N11971=0959 ` �C r t'OWN OFS01 f`s wi Y. BUILDING DEPARTMENT TOWN OF SOUTHOLD i �n,µy j .,Cl- RT.I FICA TI.0N i a i i Date: i .. . .-eNo. V Bullding Permit �� Awne. i (Please print) Plumber .. C I (Please pr' ) i i I certify that'the solder used in he water supply system contains less-than 2L10.of 1% j lead: n . l j (1'. mbers Signature) Sworn to before me this 1 day of- l 20 ' LORETTA LAMB Notary Public,State of New York *01 LA6179883 Qualified in Suffolk County Term Expires December 31,2 ,_, S 'N 11uny;otary Pubh OF SOUI E-17 57 7s- /4d/" Ale-clt # TOWN OF SOUTHOLD BUILDING DEPT. �ycoum, 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION �CELECT I RICAL (ROUGH) [ _] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: OW - JI DATE 12V& INSPECTOR OF SOUTy�� } f TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631-765-1802 INSPECTION FOUNDATION 1 ST [ ] ROUGH PLBG. [ ]7FUNDATION 2ND [ SULATION/CAULKING [ FRAMING L�TRAPPING [ ] FINAL A-0- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f uli w4l, (?-/ ovt ( MAZA 3 Vwd�!b- -04 ktz� Y O DATE v1/ INSPECTOR DOE SOpI�, / # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 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: v2AM DATE /1-:31NSPECTOR L- OF SOf/lyo� ——- # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATULKING [ ] FRAMING /STRAPPING [ FINAL 67/ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR C/O [ ] RENTAL REMARKS: 9266-61-G C,4- RV4 t DATE �0 ��Y INSPECTOR OF 50UlyOlo - --- - --— * . * TOWN OF SOUTHOLD BUILDING DEPT. coutm,��' 631-765-1802 Liq6o INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ .FINAL �PW - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: U, DATE y INSPECTOR 1)V4qQ1iW AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092' Design + Build February 6,2026 Indian Neck Farm 3375 Indian Neck Lane Peconic,NY 11958 Tax map#1000-098.00-01.00-001.003 To Whom It May Concern. Based on.my inspection at the above address the In-Ground Plumbing was completed per the architectural plans and meets NYS Building Code. Please contact our office if you have any questions. Thankyou, Anthony Portillo,RA,LEED AP RED A M, 9j fl37 0 O 4F N Page 1 of 1 AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build February 6,2026 Indian Neck Farm 3375 Indian Neck Lane Peconic,NY11958 Tax map#1000-098.00-01.00-001.003 To Whom It May Concern. Based on my inspection at the above address the Framing was completed per the architectural plans and meets NYS Building Code. Please contact our office if you have any questions. Thankyou, Anthony Portillo,RA,LEED AP 7;, a374U �04 OF NEB Page 1 of 1 AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build February 6,2026 Indian Neck Farm 3375 Indian Neck Lane Peconic,NY 17958 Tax map#1000-098.00-01.00-001.003 To Whom It May Concern. Based on my inspection at the above address the insulation was completed per the architectural plans and meets NYS Building Code. Please contact our office if you have any questions. Thankyou, Anthony Portillo,RA,LEED AP ' Refl A M. Qua 74n OF N ti Pagel of 1 Envelope Leakage Test Testing Company: Technician: THE ENERGY CONSERVATORY Name: Apex Energy Ratings NY Name: Marvin Murillo Address: 1463 Pine Acres Blvd Credentials: HERS RATER Bayshore, NY 11706 Email: Apexenergyratingsny.@gmail.com Phone: 6316263759 Building Information: Customer Information: Project ID: 3375 Indian Head Lane Name: Address: Address: Geo-Tag Data: Latitude: Longitude: Timestamp: Measured Leakage: 2.79 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: New Report Purpose of Test: RESNET Multi-Pt Env. Leakage Measured CFM50: 1,061.8 (+/-6.7%) Effective Leakage Area: 140.8 in Building Volume: 22,808.0 W Enclosure Surface Area: 0.0 ftz Coefficient(C): 326.7 (+/- 160.5%) Exponent(n): 0.301 (+/-0.410) Correlation Coefficient: 0.80358 Test Standard: ASTM E779(single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 69 OF Post Indoor Temp: 69 OF Pre Outdoor Temp: 22 OF Post Outdoor Temp: 22 OF Altitude: 113.0 ft Time Average Period: 30 seconds Test Date and Time: 2026-02-01 16:36:49 2000 0 Depressurize x 1000 0 900 800... 700 -. _ -.. .. _.. .. _. 600 . :. m 500 4 5 66 7 8 910 20 30 40 50 6070 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target(Pa) Bldg(Pa) Adj BId4(Pa) Fan (Pa) Flow (cfm) Config Baseline -4.0 -60.0 -65.2 -62.1 -42.5 1,178.8 Ring A -55.0 -61.5 -58.4 -33.0 1,045.5 Ring A -50.0 -52.4 -49.3 -36.6 1,094.2 Ring A -45.0 -45.6 -42.4 -31.1 1,014.6 Ring A -40.0 -44.4 -41.2 -30.1 990.4 Ring A Baseline -2.3 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial#: 15924 Calibration Date: 2024-02-16 Deviations from Standard: • Correlation coefficient is outside of normally accepted limits. • n value is outside of normally accepted limits. Comments: None Report by TEC Auto Test 1.10.0 (238), ©2024 The Energy Conservatory, Inc. Page 2 of 2 APEX Energy Ratings NY 228 Park Ave S#617693,New York,NY 10003 All 631-310-2147 1 631-626-3759 APEX apexenergyratingsny@gmail.com ENERGY RATINGS Duct&Envelope Tightness Compliance Report Aligned with 20181ECC,as amended by the 2020 New YorkStatie Supplement(Sections R402.4.12&R4033.4) GeneM h1form don Test Address:3375 Indian Neck Lane Completed By:Marvin Murillo HERS Rater ID#:1377176 Peconic,NY 11958 1 APEX Energy Ratings NY RESNEP Rater ID#: Test Date:2/1/2026 228 Park Ave S#617693 BPI#: Permit#: New York,NY 10003 RFI#(if applicable): Compliance Pathway:Performance BWdmg;Envelope Tightness Volume Calculation Check if applicable: Floor Area Volume Basement ❑ Conditioned Basement 1st Floor 1,130 9,325 ❑ Conditioned Crawispace ❑ Sealed Attic 2nd Floor 425 9,043 Vaulted Ceiling 4,440 Testing Equipment: Total Volume: 22,808 Blower Door Model:Model 3110V CFM @ 50 Pa: 1,061.8 ACH50 @ 50 Pa: 2.78 Duct Tester Model:DG1000-15924 Last Calibration Date:Feb 14,2024 Code Compliance: ; Pass Duc lljhtness System 1:NotApplicable System 2:Not Applicable Type of Duct Test: Duct Location: Duct Location: Floor area served(fe): Floor area served(ft2): ❑ Rough-in with air handler Leakage @ 25 Pa(CFM): Leakage @ 25 Pa(CFM): ❑ Rough-in without air handler Leakage(CFM/100ft): Leakage(CFM/100fe): ❑ Post-construction Code Compliance: Code Compliance: Envelope tightness was tested and verified in compliance with RESNET/ICC 380,ASTM E779,or ASTM E1827,in accordance with,the 2018 IRC and the 2020 New York State Supplement(Section R402.4.12). Signahm Marvin bkrillo,APEX EneW Ratings NY FIELD.INSPECTION REPORT DATE COMMENTS J � FOUNDATION(IST) O H ------------------------------------- FOUNDATION(2ND) 3 UJ LjjO r ROUGH FRAMING& I-I PLUMBING Q� H Io 9 INSULATION PER N.Y. STATE ENERGY CODE 3 ' `v 1�.. O OY1 JV �r A w� FINAL ow- fi c4kt 60 DvAa �h r ata.,�-ylx k S ADDITIONAL COMMENTS D d - �(Q 23 ld e-r lA L- �- -3 - a� G 1 J 1 C G vw�nr �7 H H H T Qj�CG TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. ��/ Building Inspector: NOV 1 8 2021 App6caUons and f4ims must be filled out'n there"entirety' Incomplete apphCal ons will no#be acceptech Where he Apolf antU not the owner;an BUILDING DEFT Onrnet's Authors atlon form(Page 2}shall be cornpletedg SOUTHOLD a ON OF Date: p /3 f dw Ntk(sy OF PROPERTY N.., ,mac : `4/f, µName: MAr _./. .• sGlh SCTM#1000 S' ,'` Project Address: �3 /t/ J �c, Phone#: ,,� Email: Mailing Address: C3NTACT�PERSON Name Mailing Address: e Phone#: j3 Email: EA DESIGN PROFESSIONAL INFORMATION °, . �.,. Name Mailing Address: Phone#: Email CQNTRACTOR INFORMATION, f , Name - �. L .. .. ._... .. Mailing Address Phone#: — Email. c DES;CRIPTION OF PROPOSED:CONSTRUCTION IrNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Pr ject: ❑Other $ Will the lot be re-graded? ❑Yes 0 Will excess fill be removed from premises? ❑Yes J—CNo 1 ' PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ONO IF YES, PROVIDE A COPY. Check BOX After Readln /contractor desi ri;professignal�s responsible for all drainage and storm water issues as provided by a g The ovine' / g Chapter 236 of the Town Code APPLICATION I5 HEREBY MADE•to•the`Bwld Department for the issuance of a Bwld�ng permiYpursuanf-othe Building Zone:: Or nance:otthe Toyrn of Southold Suffolk County New York and other applicable laws Ordnances or Regulations #or the constructionof buildings additwns,"alterations or for removal or tlemohtion as herein tlescr�bed The applicant agrees to comply wrth all applicable laws,ordinances,building code housing code and regulations and to admit authorized inspectors on premises and in bu1lding(sj fornecessary'inspections False'statementsinade herein are,., �:a punishable'as a Cla"ss`A m�sdeineanor pursuant to 5ed�on 210 45 of the New Vork statePenal Law f Application Submitted By(print name): ��G � Authorized Agent ❑Owner ...... Signature of Applicant: Date: STATE OF NEW YORK) SS• COUNTY OF S&Fil ` ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (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 /Z16t l / day of VC, V CJ�� 20�( '14A Not AVM D. FOGARTY Notary Public o'State of New York NO.01FO6241421 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County (Where the applicant is not the owner) My Commission Expires May 23,2 ._ S( GIi'�� residing at � � G/7�-"e U &"- Cr/!/'e s do hereby authorize /� �� P1 al e?-SO''/ to apply on my behalf e Town of Southold Building Department for approval as descri ed herein. A ) Owner' ignature ate Print Owner's Name 2 L/ I•- �' 111i I - BUILDDDARTMENT- Electrical Inspector JUL 2 1 2022WN OF SOUTHOLD Town Hall A 54375 Main Road - PO Box 1179 ws outhold, New York11971-0959� �®FouTio O� Telephone (631) 765-1802 - FAX (631) 765-9502 l roger.riche rt(cD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: -91—211- Company Name: Name: License No.: Mt%, 3 YD 1 email: a v"ectsi •2 Aoo. C Address: 3 - �— vv—,&4rjL.D 57 Phone No.: &S - JOB SITE INFORMATION: (All Information Required) Name: OQ Address: 3 31 C 1^JPKAo, A/'IC L C Cross Street: Phone No.: BIdg.Permit#: �5 email: �c,{1nuft-ea&� I Tax Map District: 1000 Section: Block: Lot: BRIEF DESCR Ip Pr'. t earl VSOO CC vtU) 0 + 5 FA V Cc- Circle All That Apply: 3 inspection?: Y / Rough In Final Is job ready for p � Do you need'a Temp Certificate?: YES NO Issued On S/T J'2,,j Lti- Temp Information: (All information required) Service Size 3 Ph Size: 302i'. A # Meters Old Meter# New Service - Fire Reco nect- Flood Reconn ct- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Fram Pole Work done on Service? Y Additional Information. PAYMENT DUE WITH APPLICATION PAA 102,M3 Request for Inspection Form-As G BUILDING DEPARTMENT-Electrical Inspector o yt TOWN OF SOUTHOLD c Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # r -, 3 Date '7 "21 - 2022 Customer Name C-oj- s� �CG,j q #jtLl�l.dr,e Electrician NamePjtj4j/)jtM EaS� Q-eUYIC. Address 337Jr' jod l pn xlet k-4 Phone (0 j' _ 76S _ y 27 e-mail e-mail Pja�1h 2C St,4- a hob, Cam' Phone -Cj a License# Size----L—A Phase 30 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 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 he date abov Authorized by E BUIL�tIVI ARTENT- Electrical Inspector Fat� .WDJUL 2 ) ?022WN OF SOUTHOLD ~ Town Hall Arian - 54375 Main Road.- PO Box 1179 BUILDIN(- JCS'9. a _ TOWN orr SaUTt OL,9outhold, New,,York 11971-0959 yam_ p� Telephone (631) 765-1802 - FAX (631) 765-9502 1 ,�c roger riche rt(aDtown.southo Id.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: � Date: Company Name: Name: License No.: MP-- 3`(Q email: v"eciS GIco. (' Address: 3 � 57 Phone No.: t7 Ca S - JOB SITE INFORMATION: (All Information Required) Name: Address: f nJ.Al4,V A/IC 41LIZ5 �J�vd�r C Cross Street: Phone No.: - ��' 71Y BIdg.Permit#: email: IG{lhu"'.e4s1 Tax Map District: 1000 Section: Block: Lot: gas BRIEF DESCRIPTION OF Pr' t earl (`S0o A CC Utw o + 5 E-IL VL6cc Circle All That Apply: 0 Rough 3 � h In � 1��Final Is job ready for inspection?: Y �� g � � Do you need a Temp Certificate?: YES NO Issued On zt zZ- Y Temp Information: (All information required) Service Size 3 Ph Size: 30t A # Meters Old Meter# L,9� New Service - Fire Reco�nect- Flood Reconn t - Service Reconnected - Underground - Overhead atA /1) H Frame Pole Work done on Service? Y # Undergro�:nd L,...,rals Additional Information. PAYMENT DUE WITH APPLICATION Request for Inspection Form-As PERMIT # Address: Switches 1 Outlets i GFI''s 2- Surface F ) I Sconces ( '� 1 H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cook-top Transfer ,44111 AH II Hood Service .Amps Have Used In / Comments Nunemaker, Amanda From: Nunemaker,Amanda Sent: Tuesday,January 31, 2023 8:56 AM To: 'Anthony Portillo' Subject: RE: 3375 Indian Neck Ln I will note on the plans this is to be for storage only, any other use will require ZBA—if the inspector goes there and it seems to be more than just storage of cars,then the use will need to be addressed. From:Anthony Portillo <aportillo@amparchitect.com> Sent:Thursday,January 26, 2023 2:48 PM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Subject: Re: 3375 Indian Neck Ln Just on the stage, he plans on putting a car on the stage. On the wall it is like barn wood On Thu,Jan 26, 2023 at 8:19 AM Nunemaker,Amanda <Amanda.Nunemaker@town.southold.nv.us>wrote: Unfinished flooring? i From:Anthony Portillo<aportillo@amparchitect.com> Sent:Wednesday,January,25, 2023 5:12 PM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.nv.us> Subject: Re: 3375 Indian Neck Ln i He's putting like wood slats on the wall,that is basically it f � On Wed,Jan 25, 2023 at 3:16 PM Nunemaker,Amanda <Amanda.Nunemaker@town.southold.nv.us>wrote: f i Other than insulation/drywall,what other level of finishing will there be? i I From:Anthony Portillo<aportillo@amparchitect.com> Sent:Wednesday,January 25, 2023 2:50 PM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.nv.us> Subject: Re: 3375 Indian Neck Ln I ( 1 Hi Amanda, i Sorry for the delayed response, I wanted to discuss this with the Project Manager again. � I So they have decided to use this for older cars now,so it will be insulated, finished and conditioned. !� The insulation will meet prospective requirements per code. I I I Thanks, Anthony � I I ! On Mon,Jan 9, 2023 at 10:06 AM Nunemaker,Amanda <Amanda.Nunemaker@town.southold.nv.us>wrote: Ili I I Hi Anthony, � II I received the revised drawings for the storage building. I want to ensure that this will be in fact be for storage use only. As a reminder, all level of finish in this building(inclusive of loft area) must be minimal for equipment storage 1 as discussed. Please confirm that this criteria will be met. Any level of finish beyond storage use,will result in ZBA approval. In addition, I will need a ResCheck(2018 IECC) if the building will not be prescriptive. iThank you. f � Amanda.Vunemaker Building Permits Examiner I Southold Town Hall Building Department 631-765-1802 I 2 i LAND NOW OR I LAND NOW OR FORMERLY OF FORMERLY OF S 85904#20" E JOHN PONTINO TOWN OF SOUTHOLD 8.2.05' S 78'4-�20„ 778.tig� 'E S 85'S0'40" E N 83•34'30" E 3 85'12'00" 152.87' 78.03 69.16' E TIE LINES ALONG CENTERLINE 3 ' OF RICHMOND'S CREEK DITCH f FLAG SAG MARSH FLAG FLAG TIDAL WETLANDS LINE AS FLAGGED �18_ 1s 14 13 FLAG FLAG FLAG BY G. JUST JMO CONSULTING 12 11 10 FLAG 8 G �G FLAGON OCTOBER 13, 2021 w li _L-�. a FLAG FLAG FLAG FLAG O (� 5 FLAG M 1 O E LIMIT OF WOODS / APPROXIMATE EDGE 4 3 2 }VJ I N 3.7'W WETLANDS AS SHOWN ON FILED MAP '�` _ •"L'—• •� M J (� LAND NOW OR FORMERLY OF , O . 2885 INDIAN NECK LANE, LLC I� Q O N S 8O• , ,. 0 sa�dl 1I� V-O FE FE 50 •43'10" E I 2;W 2.,.E o_ ooC • II 0.2'N C x FE rn 241.V N 8231.86' S OEN 2.4'N FE Zj Q CV 1.6'E O ' ON FE 1 00 J 1 LINE - J4 U1 h � J ao N 126.p• 1 1X1 STORY 1 �— L ' I � � 254 BARN z LU \� n 1 O' SHE 2 ° 1bLOG \\ ,O SHED LAWN "I O 0-C t,'E 0 ( ° 2 STORY W v Y ® DWELLING W �� +° I No. 3375 U 2 \ 144g' (SEE DETAIL) LOT 1 O 00 N 30.2 O Z LEGEND GARAGE o V— r" Z� EDGE OF PAVEMENT Ile Z w (n0-Z -- CH OVERHEAD W.RES N —X X— CHAIN LINK FENCE O —oa— FENCE OTHER LAWN o00000o HEDGE �+ f 2'W CONCRETE ® WATER METER CH ® DRAINAGE INLET ip ; '5' ® CATCH BASIN_ N 125.58f CT)L) UTILITY POLE 0 +_ +"' SIGN z -� R;0 A� NE,GK W � 8'A�f O0" •• 10/19e/21 A.BVYR. WETLAND FLAGGING ON eY — Surveyed b : R.B. Draed b vision SURVEY NOT UPDATED < \� 5 K Y Y J.F. Checked by: C.W. o. Barrett Bonacci & Van Weele, K Engineers Ill Surveyors Planners 175A Commerce Drive Hauppauge,NY 11788 NOTES' T631.A35.1111 F 631.435.1022 1. THE EXISTENCE OF ANY COVENANTS, RESTRICTIONS, EASEMENTS AND/OR wwvr.bbvpc.com 2 RIGHTS OF WAY OF RECORD, IF ANY, ARE NOT SHOWN OR ADDRESSED. Tax Map: DISTRICT 1000 SECTION 98 BLOCK 1 LOT 1.3 O2 1 STOORYI �; 2. PROPERTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS Certifications indicated hereon signify thatthis OQ ro — — 3,p• SURVEY. plot of the properly depicted kereon was made PROPERTY J '— in accordance with the existing Code of Practice f; For Land Surveyors adopted by the New York f„ �E� 3. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR State ksociolimof Professional land Survayors. SITUATE I TANK CONSIDERED AS PART OF THIS SURVEY. This certification,,KonfY ,Jhe lands depicted pECONIC 2 STORY 1 hereon aqd I nat 110 title,-eoning or f 21,g• CO CRES freedA'df&n�.btdiiceS:-Said'ce�6�tions 16B• p f l_-- W LK 4. THE OFFSETS OR DIMENSIONS SHOWN FROM THE STRUCTURES TO THE sfdflrancnlyat0lp4sbnOan 'tilles 1 sroRY PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND 1kied hereon Adaren ser&llebad& TOWNOFSOUTHOLD SUFFOLK COUNTY,N.Y. �^ O2¢a �' I THEREFORE ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES, onape s ers' f 22.6. RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO L__ I BUILDINGS OR ANY OTHER CONSTRUCTION. al o to BOUNDARY J rized tetion�i bddificn to r- v is a violahOn'ot.Section 7209 of New York low- DETAIL 5. PROPERTY APPEARS AS LOT 1 ON THE MINOR SUBDIVISION FOR THE talw€duoaripnlow .�� SURVEY OKULA FAMILY, FILED APRIL 1, 1997 AS FILE NO 9983. i copra&,'41his5u�ywf6bE Atha�artt� surveyor's a °s3od pool and signature shall N.T.S. �,�ba LK BOUNDARY 6. TOTAL LOT AREA = 14.9044 ACRES. not becdnsii ek Abd!Ftlu° ndNdlidcopy © 202o BBVPC Date Scale I Project No. Sheet No. 1 VIEW: BOUNDARY MAY 20,2020 1"= 80' Or A0803076 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICSS \vI UZI APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE AND ---___ ACCESSORY BUILDING Date 312412026 H.S.Ref.No. R-23-0283 �so�u 'rr I r wr , r rr rr r' r ry rr • ,+ rr r r rr ry r r,y r y r rrf f l 1• y yChJr G/1�Ir U m_ The sewage disposal and water supply facilities at this location have been --- y , rr ,rr r��' �,'las`r r ��`' °'� >r r ry rr r r •r,r y rr,y r rr. �• Inspected andlor certified by this Department or other agencies and Pound lobe satisfactory FOR TOTAL MAXIMUM OF BEDROOMS .... r r y • , r r r ,r r r rr r r r y r r rr r� r ,r y r r r r y r '`?. _���-r:-'.'31, =� ]onat an Pal, P.E.,CHIEF ' Office of Wastewater Management all -- I ' r� I'A( �/ •r 1 1, a _ V pae otm Rrl.anp I �� i• I ;III, 11 ;ir" U.•'i. I I i I � �; ! \ ( ( I / /^ - \I \ \\ I J_ -e-/'tea..�..- _% vm i��i / j Ill ._ /1 \\J�i i}/� Il � \ \\ `\'�•�� l \\ T��a�-`�'-�`._-��/./+��;" -��... P •r'� e� - --�_ i .d'o°ei•awi.�iw�•i.e•o amlm¢metro �.: ISm�crl�ox9.BWCROILm ME— dPINNACLE ---------- BOUNDARY&--'-'— TOPOGRAPHIC SURVEY ,,,� PECONIC ISp,WR.- ...-w:.aw..,..,...,..rm: c*w+4 1. �°�•`x.. w.......... .+sr �'°n"�'^: SITE LAYOUT NOTES: s GENERAL REQUIREMENTS: I/A OWTS INSTALLATION STANDARDS: „ 7, : •{ ' "l; �� � * ,, .i - � „T r, ° I. THIS IS AN ARCHITECT'S SITE PLAN 8 IS E' -r " �.- h ► �.Y SUBJECT TO VERIFICATION BY A LICENSED I. The Installer must hold a current Liquid Waste License pursuant to I. Install I/A OWTS tanks according to manufacturer's rv;_*n� `.: Suffolk County Code Chapter 563, Article VII (Septic Industry recommendations while conforming with these standard. All '_ W^ , ' SURVEYOR. THE INFORMATION Businesses) through the Suffolk County Department of Labor, applicable recommendations provided by the manufacturer shall be SUBJECT PROPERT( " ,`� „, •! ', '. " ". I REPRESENTED ON THI5 51TE PLAN IS TO THE 0- Licensing and Consumer Affairs,pursuant to Suffolk County Godee Implemented. .• ""' -'k� ARCHITECTS BEST OF KNOWLEDGE. §563-1c1. The Department of Labor,Licensing,and Consumer Affairs - - -. "- ' - - _ - -- - --- � .�'�+�,� � � � -, � - -�., � _��,.� �,.,i .�� SGTMi #1000-66.-5-14.3 Q maintains a list of licensed I/A OWTS Maintenance Providers. 2. The I/A OWTS tank shall be Installed at level In all directions ~' , ,* �. - 1Q 15 850 , (with a maximum tolerance in an direction of +/one quarter Inch) on ." N. .' -, ; , fi - :":. ".•:„„� '•,, `� TRANSPORTATION TOWN 0420"F SGTM #1000-66-5-14.4 2. SURVEY INFORMATION WAS OBTAINED w y q 62.o5 2. All I/A OWTS must be registered with the Department to a minimum 3-Inch thick bed of properly leveled and compacted sand " �'' �� i= " ' `` ` _ a '„ ',...� �� REGHARGE/FLOOD CONTROL- - - - s 78`43,� „ AGRICULTURE FROM A SURVEY DATED SEPTEMBER 26, J accordance with Article Id of the Suffolk Count SanitaryCode (free from rocks) or ea ravel. cc e �" .B r ----- O 22 AND PREPARED BY: prior to the Department granting certiflcotlon of completed -_-_- `_ o o , construction on "as built" plans. 5. I/A OWT5 Tanks shall be, provided with a single outlet. A *: `MA`'' • . `5 65 5040E 83 3430E 5 65 1200E BARRETT BONNAGI VAN WEELE PG P P 9 'e, .� r 9r. ^; ,. TIE LINES AL® 152.67' N -iS.03' 916, 1-15A COMMERCE DRIVE distribution box/manhole or distribution leaching structure may be 1 , - ' . 3. An executed Operation and Maintenance Contract between the, required for al l systems with multiple leochin structures unless an "� "w , �.`< '"• " N %y N6 GEN -_- -_-------- - -- -p q y P 9 ' ; + - - -� OF RIGHMO 7Ei�LINE - -F1�TL - - - -- -_- - - Maintenance Provider and Property owner must be submitted to the alternative design is approved the Deportment. -"� -- - '� - -" - :.- *� • � � '� �r, � ,�N ND'S HAUPPAUGE N.Y.Y '166 O N II � p y g Pp �J P � �, y� ° ,.f � �..� " .°,:.r.��. �;. GRE,~K - -----�"� TELEPHONE: (631) 435 1022 Department prior to approval of the I/A 0WT5 registration by the 1 4s, a+4 A� , , ;p •a. Deportment In accordance with Article 19 of the Suffolk Count 4. The to of the I/A OWTS tank shall not be located greater than �, Tc +. n , ' - i- �� C4 5onitory Code. 25 feet or less than one foot below final grade. q� ;� ,`~ �� , ° -� '' \ *�" a 0 � `'� ��•' .1 i`a •" MARSH p � CV z O 4. All Installed I/A OWTS are required to Inave an initial 3-year• 5. At a minimum,all sampling manholes shall have 20-Inch covered I ° "� fa "iy, , " a w N - t 3a,52& S.F. (0A ACRE) �- CD � ,[ warranty and operation/maintenance service contract. After the- access openings to grade located over the inlet and outlet. -_-_- U Initial 3 ear operation and maintenance service contract has Covers shall be either 20-Inch diameter watertl ht and E �, ® ', ��`4 .. Y �' "�"� -_-_- X (V expired,property owners are expected to maintain an operation insect-proof locking cast iron covers or thermoplastic covers at ;; _.'k ="'_ s _ . , + .•ram»: _ ,•.^_ y _ ? Y „ `� - ---_ _ O �-+r ~ f °+ �.af'. - - - - - - - - - - ----- - -LIMIT OE WOODS/ APPROX. - - - m - C� y and maintenance contract In accordance with Article Iq of the final grade. All covers shall be designed In accordance with section ,_ /� Suffolk County Sanitary Code-. 5-III of this standard. • _ 'a: ~-.;� _s - �� �� � �_�. ". �� ���� ���� �~ �.a � - ' y LOG�TION M�i� EDGE Or WETLANDS � N � � � 5. When an I/A OWTS requires a vent,the unit shall be vented t;o the 6. When sampling manholes are approved to be Installed Ina Q Ci: 2 O roof of the residence being served. Vent pipes shall extend of driveway or parking area,the manhole shall be designed to be, minimum of 6 inches above the roof line and the top of the vent traffic bearing to meet the requirements of AASHTO H-20 or SCALE: NTS K WOODED shall have a minimum horizontal separation of 12 Inches to the HS-20 loading. sloped portion of the roof. In cases wher4r, it is not practical to vent the system to the residence roof,a vent pipe may be pipeed to -7. The outlet Invert elevation shall be a minimum of 0.1 foot below SGTM #1000-66-5-14.2 m - the exterior of the residence and terminate a minimum of IS Inches the Inlet Invert elevation. g6 DWELLING w/ PUBLIC WATER (VI/1 above grade and at least I foot from property lines. These vesnt 0�4450"F pipes shall be located a minimum of 5 feet from any window or 8. Sampling manholes shall have an Inside diameter of 2 feet or an - - - �� doorway and must terminate with a carbon filter device. All vernt Inside area of 2 foot by 2 foot. �4167 231.86' ------- doorNoy - - - - pipes must have a minimum diameter of 2 Inches. N85°43'10"E - - ---_-_------_--__-_ 100' ------- -__--_--_-------- r cl. There shall be a maximum retention depth below the outlet invert - - - 6. Installation and use of the I/A OWTS must conform to the elevation of six Inches. �� Department's approved I/A OWT5 guidance document prepared in O ( , accordance with the standards for "Approval and Management: of 10. All sewer pipe penetrations In the sampling manhole shall be BOTH WATERLINES v Innovative and Alternative Onslte Wastewater Treatment Systerms." watertight. c ' MINIMUM DESIGN REQUIREMENTS: ELECTRICAL REQUIREMENTS: SA O �� M I. I/A OWT5 tanks shall be constructed of precast concrete, CONTROL PANEL O S: •�J W fiberglass,polyethylene polypropylene,thermoplastics, or other I. The control panel box must be placed outside on a suitable EXIST. ELEC. eater lines use 0a 5 n ��C � b t m materials in accordance with Department -standards and IONYC:RR, pedestal near the structure that It serves. Alternatively,the panel BOX ON P05T Appendix-15-A. The use of steel tanks Is prohibited. box may be mounted on an outside wall of the structure (preferable a utility room,and not a living space). Other locations for mounting Suff o l Q u n t a p.f t o !ce��. 2. When an I/A OWTS requires a septic tank for pretreatment the the panel box will be considered by the Department on a .. .. 'ter-�..■� septic tank shall be designed in accordance with sections 5-1077 case-by-case basis and with I/A OWTS manufacturer approval. � v and 5-109 of this standard. O 2311 (631) 852 r �j �!9®, t5 in 2. The name of the I/A OWTS OEM Provider must be clearly 5. Unless otherwise specified,the leaching structure/system than Identified on the outside of the panel and Include a phone number ry l„JJ follows an I/A OWTS shall be designed In .accordance with section to contact In case of alarm. 0 � ���� � �® .�� I '�� '®� • 5-10-1 and 5-110 of this standard. 3. Exterior panel placement enables the system to be serviced at j m � ( )� < 4. At a minimum,all I/A OWT5 treatment tanks shall have 20-Inch any time, eliminating the need to access the Inside of the building. PROP. covered access openings to grade located over the inlet ondl 4. The panel box must be within view of the system location to help e Lim BARN outlet. Covers shall be either 20-Inch diameter watertight and facilitate operation and maintenance. EXIST. a Q Insect-proof locking cast Iron covers or thermoplastic covers at final grade. All covers and chimneys/risers shall be designed Im 5. The control panel shall be placed at a comfortable height for DWELLING Design Professionals Certification Required. U accordance with section 5-III of this standard. access In accordance with Federal Emergency Management Agency (FEMA) flood zone requirements. Submit P.E. or R.A. Certification on For 5. When a I/A OWT5 Is approved to be installed In a driveway cor Z parkingarea,the unit shall be designed and/or installed to 6. The panel shall meet National Electrical Manufacturers 0 O (1 ithstnd HS-20 or H-20 loading as deslcinated by AA5HT0. Assocition (NEMA) 4X specifications. m The Installation and Construction of the Sewage Disposal System 9 # I � 6. Garbs a grinders shall not be, permitted when an I/A OATS Is 1. All below rade wlrin must be run In electrical conduit. The EXIST. 9 9 p g g Use Form WWM-073o utilized as means of sewage disposal. conduit must ovc appropriate seals to prevent gases and moisture SHED CD as from reaching the control panel or junction boxes. 1. Water softeners shall not discharge into an I/A OWT5 and thie Department recommends water softener backwash be connecteed to 8. Each system shall be equipped with a functioning warning system III /� Abandonment of the existing sanitary system must be in � an onsite drywell acceptable to Town or Village building which will activate audible and visual alarms that can be readily LIMITS OF E I`l!�•l"ROED N Departments. seen and heard by the occupants of the building served. The Department recommends a telemetry device be Installed to S I T I=LN 5. I/A OWTS tanks shall be watertight and constructed of sound and provide immediate remote alarm notification to the 04M provider Q conformance with the Department s requirements. durable materials that are not subject to excessive corrosion or decay. covered by the O✓!M agreement. J 9 Submit completed form WWM-080 as proof. Systems which are not designed to flow by gravity are � q. All tanks must be watertight. Two methods of ensuring tanks are recommended to be equipped with a control panel with means of V watertight shall be either vacuum testing or water pressure testing conncctin? a portable generator to operate the system during a Z methods as follows: power ou age. Z 10. Vacuum testing: Seal the empty tank and apply a vacuum to four PUMPS, BLOWERS, LEVEL SENSORS,AND CONTROLS: Q N(4) Inches(IOOmm) a mercury. The tank is approved 1f c1O% of I. The electrical junction box serving the pump motor and floats Q i E E T TA C H M BIN T S vacuum Is held for two minutes. must be watertight and located outside the I/A OWT5 tank chamber. Z If. Water testing: Seal tank;fill tank with water to outlet Invert 2. Any blowers located outside of the I/A OWT5 unit must be placed elevation, let stand for 24 hours. Reflll th,e tank to the outlet idnvert on a pad (concrete, plastic or fiberglass) and have a soundproof after the 24-hour period is complete. Let the tank stand for aan enclosure cover. additional 10-hour period.The tank Is approved If water level Is held for the 10-hour period. Water pressure testing Is 5. All pumps and float trees must be accessible and serviceable recommended to be done onsite after installation. from access openings. I/A OWT5 TANK CONSTRUCTION MATERIAL. REQUIREMENTS: 4. The floats shall be attached to a Schedule 40 PVC float tree W that can be easlly removed for service or adjustment. The floats 0 12*�58 shall not be attached to the force main. m I. Reinforced concrete shall have a minimum compressive strenogth of 5,000 pounds per square Inch (psi) at 25-days set. 5. The Department shall observe the pump system operate through ry a normal operating cycle. u7 2. Wall thickness shall be a minimum of throe Inches unless the 0 Z design has been certified a New York Licensed Professional b.lns ection for leakage of the force main fittings will be made Z Z g � P 9 g 0510 ss so -rs iao � Engineer as complying with all appropriate; requirements for thlln during the pump test procedure. �I O wall construction. All walls,bottom and top shall contain reinforcing S 17 �� I `t fiRhRiIG SGN� to resist an applied force of 500 pounds, per square foot (pssf). v 5. Pre-cast concrete sections shall be sealed with one (1) inch bvt I ��GK ROp`� y �� SCALE: 1" = 60'-0" � rubber joint sealant which conforms to ASTM 0-11110. 4. All sewer pipes shall penetrate the vertical sidewall of the tank 00 WATER L ,\FROP -- ---____ ELEC. and shall be sealed with grout or other means acceptable to the 044, " Y� ' PR BURIED ELEC. FRO----_---- an ------ Deportment such as watertight sealed flexible cc and the I e 5-iS % OP, e-,U�L,I, LINE LINE 1.1 EL --- P 9 J P lP i------------------------------ -- -------------- gasket5 MIN. a fastened to the pipe with stalnles:s steel retractable clomp(s). ����} _- r 1 I-7' r------�--� - ----" ; ► ,' PROP. BLDG. O ,' PROJECT: 5. All joints shall be sealed so that the tank Is watertight. See: �8�, ____----- PROP. 20"(P POLYLOK DIST. r j �'CONNECTION (ENTERING section 5-114,5.10. Tanks that are cast In place require prior _� _-__ - BOX (SAMPLING POINT); approval from the Department and must be, certified by a Lico nsed r i AT ANGLE A5 REQ.'D) ' _-- MAINTAIN 2' 8 5' MIN. i ,tf'RO.1 PROP. 2-STORY Wp, I N C IAN NECK FARM Professional Engineer. At a minimum,the floor and walls of a ------------------------ DISTANCE FROM L.P. 8 I/A r I l I \D.W.I � FR. BARN w/ concrete tank must be monolithlcally poured. - - _ �- r OWT5, RESPECTIVELY r 1 - - - _ _ _ i �, SLAB-ON-GRADE SEPTIC 6. Whenever practical,concrete I/A OW S shall not be locotecd i (0 BED�within groundwater. For installations that care placed within PROJECT / ZONING DATA , - , _ EXIST. SEPTIC SYSTEM F.F. EL• Ie>24) groundwater,the bottom and side portions,up to IS Inches above ' TO BE REMOVED PER iy highest recorded/expected groundwater elevation,of the I/A (OWTS TAX MAP # 1000-Q8-I-1.3 j MIN. 501PHS STANDARDS unit shall be monolithically constructed. In cases where this is ncot practicable,the I/A OWT5 unit shall be woter-proofed up to ISS r / 1 ROP. inches above the highest recorded /ex ected roundwater ZONING DISTRICT R-80 i \ G.O. 3375 INDIAN NECK LN elevation and leak tested to ensure tightness prior to operotlton. i �' ` j PRO. � PROP. ROOF "1. In cases when concrete tanks are Installed In groundwater,theLOT COVERAGE i j~�IO'MIN, _/lip r-M�N, ORHANG �/N `vp PECONIC design professional shall submit buoyancy calculations to prove: the NOWEMBER 05,2022 PROP. BURIED i' j t`E.P.C �'� PRO. 5' weight of the tank(with or without anchoring or the addition of DE50RIPTION (FOOTPRINT) AREA 3b LOT ELEC. LINE TO d L,P. MIN. \Q , ballast) will be at least 13 times more than the weight of the water COVERAGE TEST HOLE !DATA I/A OWTS r r i 1 z ^ril, pN �\�. i DRAWING TITLE: displaced. The buoyancy calculations shall be done using highest MGDONALD GEO15ERVICE5 expected/recorded groundwater elevation with the tank emptyj. Soil TOTAL LOT AREA 641,236 S.F. POB 1256 ---__ /- uG�N NOTES cover on top of the tank(s) shall not be considered when SOUTHOLD NIY IIQ-11 I r r FXlsr 'LJ oj� Il6 determiningthe amount of anchoring or ballast Height re ulrecil. (631) 765-36?7 `r ; r ' 2-5T RY PRO SITE INFORMATION g g q HYDROACTION I/A OWTS MODIFIED DWELLING (SEP. FILING) 1,465 S.F. 0.23gb �` r , FR. . 1'ON6 I` PROP. HYDRO- ACTION AN500 SANITARY PIPING BENEATH DRIVEWAY5 MGDGEO®GMAIL.GOM k%Sr , r r r w/g 1'' LLING PAT-I , ` SANITARY LINE SHALL BE DUCTILE IRON r r ASEM O/ I/A OWTS w/ REMOTE PLC SITE PLAN DWELLING PORCHES (SEP. FILING) '16 S.F. 0.019b GRANSPENT g / CONTROL PANEL;VENT TO PIPE BENEATH ANY TRAFFIC BEARING SUFFOLK COUNTY HEAkLTH [D)EFARTMENT A FROVAL EL=I"1.o' vyp S O W/PRoPGE / 2 ROOF AS REQ.'L> - - - - - AREAS 8 EXTENDING TO ADJOINING H.S. R 1= R r�iGE NO.: R-23-O28J EXISTING SHED 606 S.F. O.OcI� OL DARK BROWN LOAM , \ RENOY 3 , - ' TEST SANITARY STRUCTURES �, DAT1oN -c(MIN. o HOLE PAGE: PROPOSED BARN 164e, S.F. 0.2&% l ML BROWN SILT r �7 S�A FR PROP. EL.=17.0' , 2.0' - i r Af-pLICA 7Z G.O. TOTAL AREA OF ALL STRUCTURES 3cicicl S.F. 0.62% SM $R:OWN SILTY SAND i I \ � (F FEOROOMS) LOG TAMS SP-101.000 ' _ 17.73, SASTED IN SUFFOLK COUNTY D E PA►RT M E NT O F HEALTH SERVICES "MAXIMUM LOT COVERAGE ALLOWED - 2090 4.0' - i , �_ , , EI"►FNT , I Q�z i EXIST. WATER METER PERMIT FOR APPROVAL OF CONSTRUCTION FO^ A ;' � i , PROP. WATER SUPPLY LINE AUG 9 2023 DATE: 04/04/23 1 OF 2 (CURRENTLY NO - - - - - S I NCaLE FAMILY RESIDENCE AND � D CONNECTION TO DWELLING) NOTE: SUBDIVISION INFORMATION: i X 2 , I. FLOOD MAP DATA: MINOR SUBDIVISION FOR THE OKULA FAMILY I W T*�0 ` �''m7 � MAP #: 36103C0164H FILE NO. aa53 ACCESSORY BUILDING MAP DATE: Oct/25/20001 FILED APRIL I, IOM PALE BROWN FLOOD ZONE: X 4 AE6 SP FINE SAND'B �`� ALL PROPOSED WORK I5 IN ZONE X* THE FOLLOWING LOTS WITHIN 150' OF PROPERTY i I�I ,'// _ \ ' � 16 �/ 15'��/ �� M. A/ 0 2. SITE PROTEGTION/51LT FENGINO TO BE UTILIZE PUBLIC WATER AS PER SGWA: '- '/ EXIST. DIRT 1/2 ►23 -23 0283 DATE 5 3 H H . S.S REF. N O• INSTALLED AS REQUIRED BY THE TOWN OF 5GTM #1000-66-5-14.2 161 DRIVEWAY SOUTHOLD. SGTM #1000-ci6-1-1.2 r EXIST. I-STORY I`}'/ t I APPROVE D SGTM #1000-d6-I-1.4 r 3. SURFACE WATERS OR WETLANDS ARE SGTM #1000-a6-I-2.2 ,' - - - HD. FR. SHED ' LOCATED WITHIN 300' OF THE PROPERTY. SGTM #1000-d6-I-2.3 _ _ _ - - _ _ (DRY BLDG) 5GTM #1000"115-1-2.12 r 5/0 4. ELEVATIONS REFERENCE NAVD Ici66 # - 15., , TOTAL MAJCIMU .� EDROOMS SGTM loon a6-1-2.I4 r WATER IN - _ _ '�j. 37405 �o SGTM #1000-c16-1-2'7.1 i"5f" PALE BROWN ' . ' 5. ANY VISIBLE WELLS LOCATED WITHIN 150' SGTM #1000-ci6-3-2.1 I'I.O' FINE SAND 0 5 10 20 50 40 50 Q� �� EXPIRES THREE YEARS FROM DATE OF APPROVAL OF SUBJECT PROPERTY LINES ARE SGTM #1000-a6-3-38 COMMENTS: GROUNDWATER ENLARC E1) 51 TE PLAN DEPICTED ON SITE PLAN. 5CTM #1000-ci6-3-3c1 ENCOUNTERED 15.1' BELOW GRAPHIC SCALE 5GTM #1000-cle-4-1.1 GRADE SCALE: I" = 20'-0" d Q SINGLE LINE DIAORA�1 W (6 J MAIN ELECTRICAL ZERO STTINC a N ON OFF DETECTION o m FANSL AT DNELL I NO INDICATOR INDICATOR CIRCUIT - 770 zo MAIN 5REAKER a � _� � X O N O 4-+ O m C No Occ INDICATOR Q GIRGUIT ROM RAM LOG L_ OUTFUT GIRGUIT -0 U •— T I ME 4D D AG (DC,) I NFUT P RC,U I SuFFLY ONE-G�-I I F M I GROCOM�UTER RANG E/UNIT 4-1� GIRGUIT ' — SELECTORS + � U � DED I GATED, 50 ?AMP SINGLE-PHASE GIRGUIT BREAKER ELECTRICAL SERVICE Q TO HYDRO-ACTION fi LG CONTROL FANEL HYDRO-ACT 1 ON S I NC LE LINE D I AC RAM SCALE: NT5 a 50 o21 550- , _; r^____�----�....-4-__ SANITARY PIPING BENEATH DRIVEKAY5 y ��� SANITARY LINE SHALL BE DUCTILE IRON PIPE 36 BENEATH ANY TRAFFIC BEARING AREAS d PROP. (0) I j1 99e f EXTENDING TO ADJOINING SANITARY STRUCTURES OffAWAY� BARNOOM 1560 AB EL.=18.24' GRADE EL. a BARN _.-------__—_ SL MAX HOUSE CONNECTION=15.1' BOI 191 a.�.... 1dA VEW- POLYLOx w&BOX \D m9m -- _.� PART N03017-20 °= G.O. TO HYDRO-ACTION MATERAL-PMYPROMEW go.- � :� GONG. PNtt"0]00, AN500 I/A OHTS; INV. EL.=15.1' c�APAarr,s�c,ALLa+s � — o, 'PIT MIN. 4"� DUCTILE P �°® - -.- ;- IRON PIPE OR EQ. ,l TNL"SER PMlN0l0.BR11 --- - ---2M 570. --- - -- -- - ... MIN PITCH 4":I' PROVIDE CAST IRON MIN. INV. 200 OUP PIPE EXTENDING 2'-0" W \ f f EL. 16.8' {`A'-��w.` ��T lL.o• �, /o9rm aTO C�. MIN. FROM BUILDING-t -1 Panoxsu �\... l `' arh Try wPCcs mwP<R' '•�`-_s'1=w�j ``�'�C- � ', �fi��',_ "-- j-�.��'`1' FOUNDATION 1981 'ago r20a� nJS i 353. - CLMCC w�•i�'r qlr �r '}l�"' 1 Z �Y 80. POLYLOK 20"O D-BOX w/ W 1 , " SECURITY &RATE (BAFFLE PRE-CAST GONG. FR«nrsVEVFW J} p = PROVIDE PLO CONTROL REOD IF INLET PITCH COVER BELOW 0 SECONDARY SAFETY PANEL w/HF50 „ GRADE (TYP) 2'-0" MAX. BOX PROP. (4) BEDROOM GONERS BENEATH EXCEEDS � PER FOOT) , i�OLYLC)fG 20 II D I ST. 3OX DETAIL MODIFIED DWELLING GCO NEGEION=1'-2'SE PRIMARY COVER 6 �MPRE550R I MIN. W (TYP.;ALL RISERS) I-O" MIN. � �� � F.F. EL.=I7.73' l0' 2'-6" MAX. SEPTIC 5Y5T'EM=II7-t' 2'-6" MAX. 5% MAXIMUM SLOPE � SCALE: NT5 G.O. 4" HOUSE _ - PVC, O"R,EQR 35 MIN. 4"0 SDR 35 Q MAIN DRAIN PVC OR EO. STOPPER OR SLATE OR OTHER STOPPER OR MIN. 4"0 SDR 35 MIN PITCH :I MIN PITCHI' END PLUG — SUITABLE COVER END PLUG MIN. INV. EL.=15:T' FLOW _ P�/G OR EQ. , D INV. INV. _ _ _ _ _ F>-Ow LINE PROJECT: \wvw w (COORDINATE w/ MIN PITCH ":I' INN. B EL.=15.0' EL.=14.9' INV. INV. DROPPED BM. ^, K: W EL.=15.1 EL.=14.7' EL.=14.5' W PROVIDE CAST IRON F - I N D IAN NECK FARM _ PIPE ExTENDIN6 2'-0" m Q ry SEEWER PIPE BASEMENT MIN. FROM BUILDING C �- PROVIDE 12" THK. (MIN) FOUNDATION BED OF SAND OR PEA 2" MIN. DROP > EL.=11.0' A (PROVIDE END GAP SEPTIC 45' ELBOWS 30' ELBOW &RAVEL BENEATH TYPE LEVELING O DISTRIBUTION BOX LEACHINDEVICES AT OUTLETS) _ POOL(5� ; � IL D Lu 45i ELBOW 60' WYE 3375 INDIAN NECK LN ALTERNATE "A" ALTERNATE "B" REPLACE EXIST. SOIL CLEANOUT DETAIL FOR AREAS INOT SUEJECT TO VEHICULAR TRAFFIC HYDRO-ACTION AN500 w/3' GLEAN SAND PECONIC 245 NITROGEN REDUCTION SYSTEM COLLAR SURROUNDING IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION L.P. WHEN EXIST. SAND BILL OF MATERIALS LAYER O LP(RESEN DRAWING TITLE: IF CLN-OUT DT I L ITEM P/N DESCRIPTION WIRING DIAGRAM HA-180056 TANK,AN500,245 NITROGEN REDUCTION SCALE: NT5 I A j 150055 TANK,AN500 245 PRETREATMENT �i SYSTEM DETAILS HIGHEST EXPECTED SUFFOLK COUNTY HEAL71H DEFARTMENT AFFROVAL 100118 COUPLING,4" SGH 35 PVC SXS �j GROUND WATER EL.=1.3' — —H.S. REFERENCE t�lO.: R-25-O2 5 �G 240015 FT CONNECTING PANEL 24XI l 2 T-I �J I`ll/ 1 V CJ �D 76066 FASTENER,3/8-16X3 J" AT HH05 PAGE: rz 100110 ASSEMBLY,RE-CIRCULATION 245 COMPLETE I I mmftL AP600-1- AP( ATU w/PLATFORM COMPLETE L- I LEACHING POOLS (2) slj-:l02nOO E050-30-LI00-PLC E650-30-L-100-PLC L� I. LEAGHIN6 SYSTEM FORA 5-6 BEDROOM RESIDENCE SHALL PROVIDE 400 FT2 SIDE-WALL AREA DWELLING: INNOVATIVE 4 ALTERNATIVE ON51TE WASTEWATER TREATMENT SYSTEM (VA OWTS) (2) V0 x 5' (EFFECTIVE DEPTH) LEAGHIN6 POOLS PROVIDE 400 FT2 SIDE-WALL AREA (I) 5'm x &' (EFFECTIVE DEPTH) LEAGHIN6 POOL PROPOSED FOR 50% EXPANSION DATE: 04/04/23 2 OF 2 I. I/A OWTS SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 550 6PD (5 BEDROOMS). 2. LEACHING POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EOUAL). PROPOSED HYDRO-ACTION AN500 I/A OWTS PROVIDES 550 &PD TREATMENT CAPACITY. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 2. INSTALL ALL COMPONENTS AS PER MANU. SPECS. 4. A 3' MIN. DISTANCE BETWEEN THE HIGHEST RECORDED GROUNDWATER LEVEL AND BOTTOM OF LEAGHIN6 3. A 10' MIN. DISTANCE BETWEEN THE I/A OHTS AND BUILDING WITH CELLAR/BASEMENT SHALL BE. POOLS SHALL BE MAINTAINED. MAINTAINED, OR 5' MIN. DISTANCE IF BUILDING 15 UPON A SLAB. L,( 5. A 10' MIN. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. M t <12 a 4. A 5' MIN. DISTANCE BETWEEN THE I/A OWTS AND DIST. SOX (WHEN PRESENT) SHALL BE MAINTAtINED. �y 6. AN 8' MIN. DISTANCE BETWEEN ALL LEAGHIN6 POOLS AND I/A OHTS SHALL BE MAINTAINED. Hal _m' IC �j. 037465 FROFOSED SEFTI C SYSTEM DETAIL FaFN��� 5CALE: NT5 w ,r GENERAL NOTES TOWN OF SOUTHOLD ZONING ANALYSIS INFORMATION ADDRESS: 3375INDIAN NECK LN,PECONIC,NY 11958 1. ALL WORK UNDER THIS APPLICATION SHALL COMPLY WITH THE 2020 INTERNATIONAL RESIDENTIAL CODE OF NEW YORK STATE,(IBC 2020). TAX MAP#l OOD-98-1-1.3 2. NO WORK SHALL PROCEED UNTIL SUCH TIME AS THE TOWN OF SOUTHOLD BUILDING DEPARTMENT HAS ISSUED A BUILDING PERMIT AND A PLUMBING PERMIT. CODE SECTION ZONING DISTRICT CLASSIFICATION:R-80 TOTAL LOT AREA: 14.9044 ACRES.649,236 sq.R. 3. THE GENERAL CONTRACTOR CERTIFIES TO THE OWNER THAT HE ISALICENSEDCONTRACTORINTHESTATEOFNEWYORK;SUFFOLKCOUNTYANDFULLYINSUREDASREQUIREDBYTHETOWNOF 280-15 PERMITTED/REQUIRED EXISTING PROPOSED COMPLIANCE SOUTHOLD BUILDING DEPARTMENT. 4. THE PLUMBING CONTRACTOR CERTIFIES TO THE OWNER THAT HE IS A FULLY LICENSED CONTRACTOR IN THE STATE OF NEW YORK,SUFFOLK COUNTY AND FULLY INSURED AS REQUIRED BYTHE TOWN LOT SIZEDFsourxoLDBULDINGDEPARTMOrr. MINIMUM LOTS: 80,000SF 649,236SF EXISTING,NO CHANGE YES,COMPLIES 5. THE ELECTRICAL CONTRACTOR CERTIFIES TO THE OWNER THAT HE IS A FULLY LICENSED CONTRACTOR IN THE STATE OF NEW YORK,SUFFOLK COUNTY AND FULLY INSURED AS REQUIRED BYTHETOWN OF SOUTHOLD BUILDING DEPARTMENT. ACCESSORY BLOB FRONT YARD S. THE GENERAL CONTRACTOR IS TO FIELD MEASURE THE EXISTING CONDIOIi0N5 AFFECTED BYTHIS PROPOSED WORKTO CONFIRM ALL DIMENSIONS PRIOR TO PROCEEDING. MINIMUM FRONT YARD: 601 - 125'-0' YES,COMPLIES- 7. THE GENERAL CONTRACTOR IS TO INFORM FORMWORKS,ARCHITECT OF ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE DIMENSIONS INDICATED ONT ACCESSORY BLOB SIDE YARD THESE DRAWINGS PRIOR TO MINIMUM SIDE YARD: PROCEEDING. 25 fL 125'-01 YES,COMPLIES B. THE GENERAL CONTRACTOR IS RESPONSIBLETO COORDINATE THE WORK PERFORMED BYALLTRADES,INCLUDING BUT NOT LIMITED TO:PLUMBING,MECHANICALAND ELECTRICAL ACCESSORY BLDG REAR YARD SUB-CONTRACTOR'S AND ANY OTHER TRADES THAT MAYAFFECTTHIS PROJECT. MINIMUM REARYARD: 25 fL - 885'-11" YES,COMPLIES 9. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL LOCATIONS WHERE WOOD BLOCKING AND/OR PLYWOOD BACKING MAY BE NECESSARY FOR A PROPER INSTALLATION. LOT COVERAGE 10. THE GENERAL CONTRACTOR IS TO CONFIRM ALL FlNISNES WITH THE PROPERTY OWNER PRIOR TO ORDERING ARDOR INSTALLING ANY KNISH MATERIALS. MAXIMUM LOT COVERAGE: 20%(129,847 SF) 2,072 SF;0.32% 3,880 SF;0.6% YES,COMPLIES 11. THEGENERAL CONTRACTORAND HISELECTRICAL SUB-CONTRACTOR ARE RESPONSIBLE FOR COORDINATION OF ALL ELECTRICAL DEVICES INCLUDING BUT NUT LIMITED TO SWITCHES,GFCIOUnm. ACCESSORY BLDG LOT COVERAGE RECESSED LIGHTING,SURFACE MOUNTED LIGHTING,JUNCTION BOXES,ETC. MAX ACCESSORY BLDG LOT COVERAGE: 3%(19.477 SF) 2,417 SF;0.37% YES,COMPLIES 12. THE GENERAL CONTRACTOR AND HIS PLUMBING SUB-CONTRACTOR ARE RESPONSIBLE FOR THECOORDINATION OFTHE PLUMBING FIXTURES,INCLUDING BUT NOT LIMITED TO SINKS,FAUCETS, ACCESSORY BUILDING HEIGHT TOILETS,SOAKING TUB,SHOWER CONTROLS,SHOWER DRAIN,ETC. MAXIMUM BUILDING HEIGHT: 22 fL - 21'-111/4° YES,COMPLIES 13. THE GENERAL CONTRACTOR IS RESPONSIBLE TO VERIFY WITH HISPLUMBING SUB-CONTRACTOR THE SIZE OFTHE FJOSTING HOT WATER HEATER(HWH)AND WHETHER THE EOGSTING HWH WILL BE OF SUFFICIENT CAPACITY TO SUPPORT THE ADDITIONAL HOT WATER DEMAND FOR THE MASTER BATHROOM.IF DEEMED INSUFFICIENT,THE GENERAL CONTRACTOR WILL SUBMITTO THE OWNER SEPARATE PRICE QUOTE TO REMOVE AND REPLACE THE EXISTING HWH WITH ANEW ONE OF SUFFICIENT CAPACITY. 14. THE ELECTRICAL SUB-CONTRACTOR IS RESPONSIBLE FOR OBTAINING AN ELECTRICAL ROUGHING INSPECTION APPROVAL FROM AN INDEPENDENT FIRE-UNDERWRTERS ELECTRICAL INSPECTOR 15. THE ELECTRICAL SUB-CONTRACTOR IS RESPONSIBLE FOR OBTAINING A FINAL ELECTRICAL INSPECTION AND AN UNDERWRITERS ELECTRICAL CERTIFICATE FOR THE NEW WORK APPROVAL BYAN INDEPENDENT RRE-UNDERWRITERS ELECTRICAL INSPECTOR. 15. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE OWNERS THE ORIGINAL(GREEN)FINAL UNDERWRITERS ELECTRICAL CMDRCATE FOR SUBMISSION TO THE TOWN OF SOUTHOLD BUILDING DEPARTMENT. 17. THE GENERAL CONTRACTOR AND HIS SUB-CONTRACTORS)SHALL MAKE ANY AND ALL CHANGES TO THEIR WORK AS DEEMED NECESSARY BY THE TOWN OF SOUTHOLD BUILDING INSPECTOR AT NO ADDITIONAL COST TO THE OWNER 18. ALL NEW CONVENTIONAL WOOD FRAMING MEMBERS SHALL BE DOUGLAS RR4ARCH#2 MINIMUM,NO EXCEPTIONS. 19. WRITTEN ONENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND DETAILED DRAWINGS OVER SMALLER SCALE DRAWINGS. AREA CALCULATIONS: EXISTING PROPOSED 20. THE GENERAL CONTRACTOR SHALL VERIFY&BE RESPONSIBLE FOR ALL EMSTING DIMENSIONS&CONDITIONS ON THE JOB.THE ARCHREM OFFICE MUST HE NOTIFIED OF ANY DEVIATIONS OF THE FARMHOUSE 1.463SF NO CHANGE DIMENSIONS TWO CONDITIONS INDICATED ON THESE DRAWINGS. 21. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING dPROTECTING AGAINST WHO 8STORM DAMAGE,BREAKAGE,COLLAPSE,DISTORT GARAGE AREA 609 SF NO CHANGE ONAND MIS-ALIGNMENT OF AREAS - - AFFECTED BY THISALTERATION. BARN AREA 0 SF 1,808 SF 22. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING ACCURATE'AS-BUILT'DOCUMENTS OF ANY CHANGES MADE DURING THE COURSE OFTHIS RENOVATION. LOT COVERAGE 12,072 SF;0.32% 3.880 SF;0.6% 23. THE GENERAL CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR THE RESTORATION,REPLACEMENTAND/OR REPAIR OF ANY AND ALL AREAS THATWERE DAMAGED BY HIS OWN WORK FORCE AND ANY OF HIS SUB-CONTRACTORS DURING THIS CONSTRUCTION. LOCATION OF PROPERTY �II R COMPLY WITH ALL CODES OF `. NEW YORK STATE & TOWN CODES z � o APPROVED AS NOTE® AS REQUIRED AND CONDITIONS OF I6BDE0 OIj ¢ o 3 xTowrm- B.P:# REVISED&RESUBMITTED y y DATE.. S U S NO Ot' 1%, U N ING BOARD o FEE: BY: OLD TO RUSTEES OMITTED NOTIFY BUILDING DEPARTMENT AT '° - SHT.N0. TITLE o 1 F o 765-1802-;'8 AM TO 4 PM FOR THE - '06-8 FOLLOWING INSPECTIONS: 1h AL . '•• G-001.00 PROJECT LOCATION,ZONING DATA O 1. FOUNDATION - TWO REQUIRED '; G-oo2.0o sITEPLAN O FOR POURED CONCRETE G-003.00 SURVEY C 2. ROUGH - FRAMING & PLUMBING OCCUPANCY OR A.1 FLOOR PLAN 10 C 3. INSULATION A2 ELEVATIONS 10 C 4. FINAL - CONSTRUCTION MUST USE IS' UNLAWFUL A.3 SECTIONS AND DETAILS zzxf&X Ux 0 C BE COMPLETE FG= C.O. a A.4 NOTES �{ 142 O C WITHOUT CERTIFICA . = �ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW OF OCCUPANCY ) i - fill i If 9' �4�....�:S '': YORK STATE. NOT RESPONSIBLE FOR DEF% Wf5 Rt ERRORS. Formworks Architecture plic ' 82 John Street L _Brook T212I 962685yn,NY 201 RETAIN STORM WATER RUNOFF LOCATION MAP PRWECr CB ''G REV# DATE ID info®formworks-arch.com PURSUANT TO CHAPTER 236 ELECTRICAL IV M75 INDIAN NEC(DINE (�formworks-arch.com N.T.S. ACCESSORY BARN G-001.00 OF THE TOWN CODE, INSPECTION REQUIRED DATE SWE 03,sTM2 SEE OWINGS LAND NOW OR FORMERLY OF — — JOHN PONTINO LAND NOW OR FORMERLY OF S �� TIE LINES ALONG CENTERLINE TOWN OF SOUTHOLD 882 05� E s 7843• OF RICHMOND'S CREEK 20" E 4 30 E S 85'12'00" 718,6g• S 85 50'40" N � — — DITCH 152.87' E $78.03 69.16 E 3 YAIe'N ' Q^ LIMIT OF WOODSAPPR / WETLANDS AS SHOWN EDGE O SHOWN ON I FILED MAP If Q If LAND NOW OR FORMERLY OF p N 2885 INDIAN NECK LANE, LLC (1) S 80 44'5p- E woo= 241.67. 231.86, LAND NOW OR FORMERL (J 85�¢3'1O'� E LISA OKULA & ROBERT DE Oto I 1 � I � Q •� O O ZD J ►° 2 s7IOR � 1NG 1 No, 75 Y0 cn LAND NOW OR FOI LOT 1 FRANK JR. & FLOF ' ` v oe W � _ ZGARAGE to PROPOSED BARN Z N I Q I O ' o go NECK 'ENT 78.44'p00 PAVE �. EDDE S C7 SITE PLAN Formworks RoR 1 _ �- 1" — 100'-0'1 Formworks Architecture pllc �'� 82 John Street ;~ Brooklyn,NY 11201 T 212 796 2685 info®formworks-arch.com INFER 3 formworks arch.com 375 INDIAN NEC(LANE ACCESSORY BARN v1� "ATE-oo2.00 * o� to DATE SWE 0115.2D22 SFF DRAMA J LAHO NOW OR FORMERLY OF LEGEND JOHN PONTINO EDGE OF PAVEMENT hI —0+1-- OVERHEAD W1R[5 LAND NOW OR FORMERLY OF S lt"'04'20- E $ 7 a,phcio c"Is coca,CRO E ooaooaea HEDGE TOWN OF SoUTHDLD 82.0$' 8W 20 F • WATER METER T 1e 8D' S 85-30.4p' 34'30- E S 85'12'00- E 132.87, E N B 70.03 69.18' CONCRETE •� ® DRAINAGE INLET 3 1 MARSN 'a+ UTILITY POLE 1 war or,moos/ d SIGN •g rn�""!""`' /KRµ°D7 9�+O,�tNaOrT cm CATCH BASIN Crty� FILED MAP s.-.-__...- CHAIN LINK FENCE 1 r N arm `"l-,•,,, �o---o-- FENCE OTHER 1 LAND NOW OR FORMERLY OF 2s95 INDIAN NECK LANE. LLC in 1 1 wOODED rt > S �� ;' N S5-43 1231.Of rt + °.i� LAND NOW OR.FORMERLY OF 241,Q7. '10- E +'` °" USA OKULA & ROBERT DE iRESE �•'-.•,-_..,,`..,`` I �' �;d„j� '` .o.o �.J�•fr`lJ`^t.��..��, �•�•'_.J'�1 sr-a�M o gh -' In 04 k1 41 11 122-4- p 1 6A-,OLD BARN AND SHED O ¢� m v5 PREMMELY OE11101I9ED ~ p` t _ 2 STORY tR LAND Now OR FORMERLY OF NO. 3373 LOT 1 en FRANK R. do F10RENCE KULL � (SCE DETAIL) O .. l h r� e — 1.125.S8• pDAp NECK NOTW ---- n/,,,xma rn rn nAglx _..- 1. THE EXISTENCE OF ANY COVENANTS. RESTRICTIONS• EASEMENTS AND/OR �" a• v..,o, !�O RIGHTS OF WAY OF RECORD, IF ANY, ARE NOT SHOWN OR ADDRESSED. D•nwc ti 7, PROPERTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS SURVEY. Barrett p 3, SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR �� BORQCCI& CONSIDERED AS PART OF THIS SURVEY. Van ," IQ, +• PROPERTY LINES R FO DIMENSIONS SPECIFIC PURPOSE AND USER AND THE EnglnTten - Su- Y -•f THEREFORE ARE NOI INTENDED TO GUIDE IN THE ERECTION OF FENCES. f t7111Plan 6ff RETAINING WALLS. POOLS. PATIOS, PLANTING AREAS. ADDITIONS TO 17�� 1 "VPa9-.NT1176t r_1 BUILDINGS OR ANY OTHER CONSTRUCTION. 631A33.1On -''�'� •s y, S. pRONERTY APPEARS AS LOT 1 ON THE MINOR SUBDIVISION �16� ,pcwm OKULA FAMILY. FILED APRIL 1. 1997 AS FILE NO 9983, Tax Map: Dlsmxr 1000 SWWN 9e k0a l LOT 1.3 8, TOTAL LOT AREA 1 .9044 ACRES. 0 A - nir..w-•.-Na 4� R� `r'^ '= PROPS sue. Iw `ja Zi r;`,e• ^�'r.wv...d.+.ww• •�d .1.� 'abr r �A try.�l��0^ � ,=�•'^`�1 +��h....46 �_� °�1E T �k �.r :. ...; �....•........, TOWN Of SOU1NOw — `'-- SURVETOF 3375 INDIAN NECK LANE d _ DDIaD1.1„•KT. Formworks 1 N.T.S. BOUNDARY --�- "� +,.r. SURVEY .N•`•.'�K►Mr..w•wbv. Formworks Architecture pllc �+- �t z , f xAon PC r,- � . .� `'•`� MAY�.7P20 1 . 1 0f 1 82 John Street - - �' ADEason Brooklyn,NY 11201 T 212 796 2685 -�- -� info@formworks-arch.com PRwE9 DMIM REV* DATE ID formworks-arch.com INF 3375 INDIAN NEC(LANE G'��3.�0 ACCESSORY BARN 341E =rxE 01152022 SEE MMNGS BUILDER u J 48' �s 8, 8, � 8,�� 8, 8, � a 0 NEW BUILDING SPECIFICATIONS Z 1 30' X 48' X 16'3" POST & FRAME BUILDING W/ X38- OPEN LEAN-TO O 2-2X10 M SYPSR A -18" X1 8",CONCRETE FOOTINGS (GABLES) Q TRUSS CARRIERS , 20 " O ON IEjLS) I coO - 00 6545LBCAP; 5440 LB COLUMN 6 POST SAVER PATENTED UPLIFT NOTCHED POST W/12" a /b CONCRETE COLLAR r O1 1-3'0" X 6'8" 9-LITE FIBERGLASS ENTRY DOOR 16 r 00 0O (SUPPLIED BY OWNER) FDL / O2 1-12' X 7' SINGLE SLIDING DOOR DESIGN O1-16' X 8' SPLIT SLIDING DOOR LIj� p E lfl12-FRAMED OPENINGS FOR AWNING WINDOWS (WINDOWS i N � o SUPPLIED BY OTHERS) � Q — o, / ® 3 PLY 2X6 GLULAM POSTS W/POST SAVER POST p PROTECTION 8' OC (TYP) c Q a 2X6 TREATED SKIRT BOARD (D 0 O- CCE' o O 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC. o ocn o' / 2-2X10 MSR SYP TRUSS CARRIERS ®8' SPANS- Q m a (HEADER CAPACITY=773 PLF; ROOF LOAD=720 PLF) o - 0 3-2X10 MSR SYP TRUSS CARRIERS @12' SPAN- Q 0 •- ALL GABLE POSTS (HEADER CAPACITY=839 PLF; ROOF LOAD=720 PLF) E .6 EXTEND TO TOP / — TRUSS CARRIER TO POST= A"X4" GRK STRUCTURAL SCREWS D w OF ROOF TRUSS / PRE-ENGINEERED kPOST (ROOF TRUSSES— PER SPLICE IN) 2997 SHEAR RATING OWNER 4/12 PITCH, 48" OC, 30-10-5 LOADING Z / 3 ROWS 2X4 BOTTOM CHORD LATERAL BRACING (91" OC) J AT 2 POSTS WHERE ROOF TRUSS DOES NOT MEET THE POST 00 951 LB UPUFi; H-10A HURRICANE TIES=1340 LB �/ INSTALL 13-156" X4" GRK STRUCTURAL SCREWS PER POST SCISSOR TRUSSES W/ 2/12 PITCH BOTTOM CHORD V Z / E SPLICE OCCURS ON TRUSS CARRIERS AT THE DOORS 28 GA G-100 PAINTED STEEL ROOFING LL W W WHERE Co KEEPSCREWS ON DOOR OPENING SIDE OF SPLICE T UN-PAINTED PINE BOARD & BATON SIDING ON Z �:_/ ��3_�2xlOMSR } PLYWOOD & TYVEK HOUSE WRAP Z CARRIERS r 12" EAVE & GABLE OVERHANG W/ VENTED SOFFIT&FASCIA Z Q PAINTED STEEL 12" VENTED RIDGECAP Z 0 U Z 8 T 8 8 8 2 —6 12 Q 48' 1 '-6" 2X8 #1 SYP RAFTERS _ 1_\_A-2X10 #1 SYP RAFTER PLATE Z M V 2-2X10 #1 SYP RAFTER CARR EI RS 4' ON CENTER TTACHED W/4-is"X4" GRK o0 FLOOR PLAN M 161, 11 GRK STRUCTURAL SCREWS PER POST ATTACHED W/8- SCALE: 3/16" = 1'0" ALL INFORMATION STR CTURAL SCREWS PER POST ON THIS DRAWING SS THE —N1 PROPERTY SHIRK POLE BUILDINGS LLC. THIS DRAWING MAY NOT 1 2'—8" BE REPRODUCEDBUILDER W1THOUT PERMISSION.BUILDER AND 4 6' OWNER ARE RESPONSIBLE TO VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION DRAM BY: ALS `,���►9991�IIpll�la/''' REVIEW: REVISIONS: :MD ¢ - DATE: 3/8/22 z:• SITE: ��� '•.�771A2, ' FLOOR PLAN .� FESS10NP���`��` A . BUILDER J o._ O q O �Q M _Z Q � 1 J N m x o� 12 d 28 GA. PAI NTED T 4� 12 z, STEEL 3"X3" °° 2 I o� �-t HEMMED L TRIM 1' DESIGN 12 W O o �4 � c 36"x 44" TTWN36-44' 36'x 44' LI) �Qu 6THERMAL PANE AL PANE THERMAL PANEWINDOW DOW WINDOW CP > Q f 3'9'X 6'6' 1 � N S1S WHITE PINE 9 LfTE � � � Q a BOARD & DO R Q a`i BATTEN SIDING 14 x 8 SPOT 0 O > SLIDING DOOR J c 36"x 44' 36'x 44" N THERMAL PANE THERMAL PANE C �LjWINDOW � WINDOW Q O 0 N 0 BACK SIDEWALL LEFT ENDWALL D w SCALE: 1/8" = 1'O" SCALE: 1/8" = 1'O" OWNER 28 GA. PAINTED STEEL J 12" RIDGECAP(VENTED) 28 GA. 1 PAINTEDQ Z 28 A. PAINTED STEEL T 4� 2 6 RAKE TRIM Lu Lu SCREWDOWN ROOF 1 2 Z PANELS Zuj Z Q = 12 �� �� �� `� 0 QZ � 36'x 44' TWIN 36'x44' THERMAL PANE THERMAL PANE IN THERMAL PANE _ QLO WINDOW WINDOW WINDOW ' + I _ 12 x 7 SLIDING DOOR ALL INFORMATION SHOWN 36'x 44' 36'x 44' 36"x 44' 36'x aa' ON THIS DRAWING IS THE THERMAL PANE THERMAL PANE I THERMAL PANE I THERMAL PANE WINDOW WINDOW 1 WINDOW 1 WINDOW PROPERTY POLE BUILDINGS SHIRK LLC. THIS DRAWING MAY NOT BE REPRODUCED WITHOUT PERMISSION.BUILDER AND OWNER ARE RESPONSIBLE FRONT SIDEWALL RIGHT ENDWALL TO VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION SCALE: 1/8" = 1'O" SCALE: 1/8" = 1'O" DRAWN BY: ALS g0ngqpUg fell b/ OF REVIEW: NFyy�'��i. REVISIONS: c� ¢ ZD6 w= DATE: 3/8/22 =Z .• a �, , �•=w� SITE: ''.��0 •.,OT�1g2 ,:'� ELEVATIONS A . 2 2X4 ROOF PERLIN BUILDER U PAINTED RIDGECAP 6 NAILS 28 GA. PAINTED ROOF PER TRUSS STEEL ROOFING hk VENTED OR 2"WEATHERTITE 28 GA STRUCTURAL ROOF TRUSS TRUSS o PAINTED SCREWS 3-3'X.120 2X4 ROOF \ RAKE TRIM o PAINTED STEEL SEALTTTE GALV. NAILS PURLIN r" CLOSURE I 2X4 GIRT OR PERUN WALL POST 2X6 FACE PAINTED STRIPS 1 24" ON CENTER A'X4" GRK OAR F CIA a ff TRUSS STRUCTURAL 2X6 HEADER J n NOTCHED SCREWS 4-34"X.120 PUCE ° METAL SIDING VENTED m Q GALV. NAILS INTO PO 2X4 ROOF%O�OFUSSES PAINTED SCREWS OVERHEAD SOFFIT 2" GABLE TRUSS axu o W PERUyS9" ON CENTER STRUCTURAL OVERHEAD OVERHEAD TRIMDOOR GABLE M F&J TRIM p, °Jm DOOR WEATHERSTRIP SIDING o GRK STRUCTURAL 12' RIDGE CAP METAL SIDING & ROOF PURLIN TRUSS SCREW TO POST OVERHEAD DOOR GABLE OVERHANG o DETAIL ROOFING FASTENERS FASTENING DETAIL CARRIER FASTENER DETAIL HEADER DETAIL DETAIL m SCALE: 1/2" = t'O" SCALE: 1/2" = 1'O" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'O" SCALE: 1/2" = 1'0" SCALE: 1/2" = VO" DESIGN W O o PAINTED STEEL a- WALL POST OOFING N r 'o WALL POST 2X4 ROOF PERLIN DOOR JAMB 2X6 FACE BOARD 0) > E 4-3' / 2X4 WALL 6 NAILS > Q rn GALV. NAILS PER TRUSS ROOFA�� � GIRT TRUS 2�"GALVANIZED PAINTED Q o O LL 2X4 BOTTOM CHORD DECK SCREWS Q > PERMANENT LATERAL 0 O 0 BRACING (SEE TRUSS 6- " PUCE ROOF TRUS VENTED J c GALV. NAILS SOFFIT DWG FOR SPACING) 29 GA. PAINTED STEEL 4 NAILS PER 28 GA. PAINTED STEEL J CHANNEL ROOFING INSTALLED W/ EACH SIDE POST F&J TRIM Q d cn - o SCREWS & WASHERS TRUSS � O E Y . . CARRIER METAL SIDING N O C 2X6 TIE 0 �'E 2X6 SPF SIDEWALL GIRT BLOCK TRUSS TO TIE BLOCK ENTRY DOOR 12"EAVE OVERHANG 0 � E FACE BOARD FASTENING DETAIL FASTENER DETAIL JAMB DETAIL DETAIL _D LJ 2X4 ROOF PURUNS 24" OC. PAINTED SCALE: 1/2. = 110. SCALE: 1/2" = 1'O" SCALE: 1/2" = 1'0' SCALE: 1/2" = 110. OWNER FASCIA Z PRE-ENGINEERED ROOF VENTED SCISSORS TRUSSES 48" OC. OFFTT �y H-10A HURRICANE CUP PANELS Z PAI STEEL Q V 2-2XIO MSR SYP TRUSS CARRIERS F&J TRIM 2X4 SPF DIAGONAL BRACE LL. FROM RDGEUNE TO BOTH EAVES W W PRE-ENGINEERED ROOF TRUSSES ' 1 Z 48" OC. V Z 11 # LuZ Q = 2X6 WIND UPLIFT TIEDOWN BLOCK Z U 3 PLY 2X6 GLU-LAM TRUSS NOTCHED POSTS 8' OC. TYP. #1 SYP TRUSS CARRIERS INTO POST Q Lo Ln 2X4 SPF SIDEWALL GIRTS 24" OC. / Z M 11 M WALL BRACING REGUIREMENTS: / 2X4 SPF WALL GIRTS 24" OC. 29 GA. STRUCTURAL STEEL ALL INFORMATION SHOWN WALL BRACING PANELS INSTALLED TO EXTERIOR AWPA U1 TREATED POSTS 8' OC. TYP. ON THIS DRAWING IS THE REQUIREMENTS: OF WALL PURLINS WITH SCREWS PROPERTY OF SHIRK 28CA STRUCTURAL POLE BUILDINGS LLC. STEEL SIDING / THIS DRAWING MAY NOT PANELS INSTALLED WITH SCREWS BE REPRODUCED WITHOUT _ PERMISSION.BUILDER AND GRADE GRADE OWNER ARE RESPONSIBLE 2X8 PRESSURE TREATED PRESSURE TREATED TO VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION GRADE 80T70M 5"-4000 PSI SYP SKIRT BOARD SYP GROUND CONTACT ( CONCRETE FLOOR 2X6 SKIRT BOARD DRAM BY. ALS OF SK OARD) ugtftuttq/qlq� REVIEW: :-. .:. ; _ . : :•. :, — /\\j\\ j\\j\\j\\j\\j\\j\\j\\j\\j\\j \ / of N „ EW REVISIONS: 3/4" STONE RARE----- COMPACTED // \/�\\ \ \ \\ \// QGj;' ti v9-el BACKFILL - /\/\ POSf SAVER PATENTEDUPLFT NOTCHED:\� \/\/\/\/ \ 6j \ \ \ \ /POST SAVER PATENTED UPLIFT NOTCHED 00 �/\\// POST w/12' CONCRETE c //� FOOTING� (SEE sl�zE\//\//\// // s* '�� y9ci 14�= POST W/12' CONCRETE C I \/ •Yj�/�,ri,ri,ri,ri�y/ , \//\// .. _r a �• 16 m: = " /\\ \\/\3000 PSF SOIL\\/\\ ;i" r'.' ON FLOOR PLAN) /\ t;' n �; DATE: 3/8/22 3000 PSI. CONCRETE FOOTIN %\ ;' //\i/�i/�i/i/�//\//\// :'.:.: ;//�/�/��/��/��/�/� (SEE SIZE ON FLOOR PLAN) >; \\.; :.\ \ \�\\�\\jam\ \ \j :... , j\\ \ \/\\ \ \/\\ \/ :;.:;;' ZJ,�z 2 SITE: SECTIONS TYPICAL FRAME / / / / / / / / TYPICAL FRAME // / / / ���',9oFesstoNA;.•`��� SECTION SECTION (ENDWALL VIEW) (SIDEWALL VIEW) SCALE: 1/4" = 1'0" SCALE. 1/4" = 1'0" BUILDER J I BUILDING DESIGN NOTES AND DETAILS A4.8 CONCRETE FLOOR (OPTIONAL) J FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. o A4.1 EXCAVATION SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. t� a STANDARD DEPTH FOR TRENCH FOOTING EXCAVATION IS 32" BELOW GRADE, ALL z a LOOSE FILL IS TO BE REMOVED BEFORE CONCRETE FOOTING IS POURED. A4.9 STRUCTURAL DESIGN PARAMETERS n A4.2 FOOTINGS AND WALL BUILDING USE= STORAGE m x FOOTINGS SHALL BE A CONTINUOUS TRENCH FOOTING; 24" WIDE X 8" THICK USE GROUP=U �y o RISK CATEGORY I -� ¢ CONCRETE. FOOTING SHALL BE A MINIMUM OF 32" DEPTH FOR FROST PROTECTION c EXPOSURE CATEGORY= C dco OR; LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE HEIGHT & AREA LIMITATIONS=5B UNPROTECTED s FOLLOWED. OCCUPANCY LOAD=AS PER DESIGN READYMIX CONCRETE WILL BE USED UNLESS OTHERWISE SPECIFIED. TOTAL NUMBER OF FLOORS= 1 co FOUNDATION WALL IS 10" THICK POURED CONCRETE WALL 24" HIGH. TOTAL FLOOR AREA (SQ FT)=1440 BUILDING VOLUME (CU FT)=26,900 DESIGN A4.3 FRAMING STRUCTURE IS DESIGNED FOR ASCE 7-10 ULTIMATE WIND SPEED, VULT=130 MPH Ld LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. c°� (3 SECOND GUST) AND NOMINAL DESIGN WIND SPEED VASD=103 MPH. � LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN o YELLOW PINE. 11MBERVALUES FOR 3 PLY 2X6 GLU—LAM :FB=2150, FC=2050. LUMBER SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF > rn E FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND @48" BELOW GRADE UNLESS NOTED OTHERWISE. p CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, 30 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. o a_ a USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND A4.1 O APPLICABLE BUILDING CODES p o SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. J �' A4.4 ROOF TRUSSES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: .- a LL BE _ 2020 BUILDING CODE OF NEW YORK STATE AND ASCE 7-10 Q d cn o- ROOF TRUSSES COLLLATERAL LOAD, AND WIND LOAD ARE TO BEOINND SNOW LOAD, DRIFT ACCORDANCE WITH BUILDING CODE. A4.11 Q M o DESIGN REFERENCES: _ TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION E 6 SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING AMERICAN WOOD COUNCIL 2018 NDS & WFCM 2018 FOR WOOD CONSTRUCTION w OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) OWNER RECORD HAS REVIEWED THE PRE—ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN NATIONAL STANDARDS (ANSI 117-2010) J WITH & IBC 107.3.4.1 AND THEY COMPLY THE STRUCTURAL DESIGN REQUIREMENTS. SOUTHERN BUILDING CODE CONGRESS (SSTD10) A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS >_ PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES Z AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER GEORGIA PACIFIC ENGINEERED LUMBER (EDITION 10) LL `U WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND A4.12 WARRANTY NOTES Y Z Lu UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR W Z 0 A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN Z Q O EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND _ REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. Z Z FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: ie— TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY Q Lf) SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, Z M 65 CLASS G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. M PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE: MINIMUM # OF 12D NAILS IN 11" STRUCTURAL TIMBER IS 1 PER 2" BOARD WIDTH. ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN—TO'S, ATTIC ALL INFORMATION SHOWN STORAGE CHAIN HOISTS OPENINGS SKYLIGHTS ROOF VENTS AND LOUVERS ON THIS DRAWING Is THE TRUSS CARRIER CONNECTION TO POST: is" , , , , , .x4" GRK RSS STRUCTURAL SCREWS. SCREW PROPERTY OF SHIRK SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING POLE BUILDINGS LLC. VALUES; LATERAL DESIGN VALUE=333 LB, TENSILE STRENGTH=139,000 PSI, FROM THOSE MODIFICATIONS LISTED ABOVE OR FROM ANY OTHER MODIFICATIONS THIS DRAWING MAY NOT , PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35° BE REPRODUCED W1IHOUT NOT APPROVED BY A CERTIFIED ENGINEER. PERMISSION.BUILDER AND A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED OWNER ARE RESPONSIBLE TO VERIFY ALL DIMENSIONS WITH #9 WOODGRIP, 4' HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED BEFORE CONSTRUCTION COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING DRAWN BY: ALS MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED `.��u`pF�N��ap REVIEW. #1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED ,�����` .••••••••W y�!,��� REVISIONS: ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. �:5• tiy;'9�' METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; ¢ ' ` ro"' w` DATE: 3/8/22 BOTTOM EDGE OF STANDARD ROOFING MATERIALS. ,': ,:_"'�. SITE: .•.07714. ,ram `: DETAILS FESS'��������`` A . 4 Job Truss Truss Type Qry Ply 22030829B S30 SCISSORS 1 TJob Reference(optional) UFP Site Built,LLC,UFP 20/20 Run:8.510 s Oct 22 2021 Print:8.510 s Oct 22 2021 MiTek Industries,Inc.Tue Mar 815:1629 2022 Page 1 ID--yY?4tr5Yu E7x4Ka?ij7KK?zcyiL-vki6?ykoPWoQxT7B IMaI-BOO-B6dkc6JJbs300zcyh W 10 6-40 1011-9 15-0-0 19 0-7 23-8-0 30 0-0 3 1 8 10- 6-40 4-7-10 4-0 7 4-0 7 4-7-10 6-40 10- Scale=1:57. 4.00 12 6x8 11 5x6 5x6 3x6% 5 7 3x6 4 8 2x5= 22 23 2x5_ 3 9 7xl2 M18AHS= 21 13 24 7x12 M18AHS= 1 2 14 12x16 MT18HS= 12 10 11 o 3x4= 3x4 0 0 2.00 12 8-7-14 15 0-0 21-4-2 30-0-0 8-7-14 6 4-2 6-4-2 8-7-14 Plate Offsets X - 6:0-3-12 0-3-0 LOADING(psf) SPACING- 4-0-0 CS!. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.92 13 >393 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.88 Vert(CT) -1.33 13-14 >272 180 M18AHS 186/179 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(CT) 0.64 10 n/a n/a MT18HS 197/144 BCDL 5.0 Code IBC2018/TP12014 Matrix-MS Weight:174lb FT=20 LUMBER- BRACING- TOP CHORD 2x6 SP No.1'Except TOP CHORD 2-0-0 oc purlins(2-2-5 max.). T1:2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 4-9-11 oc bracing. BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SPF No.2`Except W4,W3:2x4 SPF 2100F 1.8E REACTIONS. (lb/size) 2=3029/0-8-0,10=3029/0-8-0 Max Horz2=224(LC 14) Max Uplitt2=-1079(LC 10),1 0=-1 079(LC 11) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-21=-12266/4995,3-21=-12104/5003,3-22=-11301/4553,4-22=-11232/4566,4-5=-8851/3610,5-6=-8732/3621,6-7=-8732/3621,7-8=-8851/3610,8-23=-ll231/4566, 9-23=-11301/4553,9-24=-12104/5003,10-24=-12266/4995,10-11=0/36 BOT CHORD 2-14=-4591/11645,13-14=3940/10354,1 2-1 3-394 0/1 0 354,1 0-1 2=-4591/1 1 645 WEBS 6-13=-1887/4868,3-14=-977/625,4-14=-240/789,4-13=-2656/1017,B-13=2656/1027,8.12-256/789,9-12=-977/644 1 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=130mph(3-second gust)Vasd=103mph;TCDL=3.Opsf;BCDL=3.Opsf;h=20ft;Cat.II;Exp C;Enclosed;MWFRS(envelope)gable end _ zone and C-C EMerior(2E)-0-7-13 to 3-4-3,Intedor(1)3-4-3 to 10-11-9,EMedor(2R)10-11-9 to 19-0-7,Interior(1)19-0-7 to 26-7-13,EMerior(2E)26-7-13 to 30-7-13 zone;GC for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TOLL:ASCE 7-16;Pr=30.0 psf(roof LL:Lum DOL=1.15 Plate DOL=1.15);Pg=40.0 psf;Pf=33.6 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C; Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.20 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 33.6 psf on overhangs non-concurrent with other live loads. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Bearing at joint(s)2,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 10791b uplift at joint 2 and 1079 lb uplift at joint 10. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. C 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. O f NE LOAD CASE(S)Standard Q r c� 1 O 101355 4. A9°FEssioNP 03/08/2022 QQ- l 3I �3 I 51TE PLAN HATCH KEY: 5 &5°04'20"E �� PROPOSED BUILDING ADDITION _ - -- 118•F,q � � � a PROPOSED AGGE55GRY STRUCTURE 5 85°50'40"E N 83°34'30E S 85°12'00"E= 9 Q TIE LItiC 152.&-7 ALONO / 0 x PROPOSED 2ND STORY Or M,C;`�NTLRi=INr - -D4TG - - - -- -- - - - -- --_ _ __- -_ ui J I ca ui MARSH Q �' CV — _ ± 3ci,52,5 S.F. (O.ci ACRE) .�...,77 O t!) O O — — — — — — _ail o>° wooD5/ _ - r i •— w WOODED O 2 x0 � CV 560o � I : FADE <E� : +' CVO m �' Lo m O O C6 �r _ 241.67' 231.56' - - - _ ____ - - - - - ,r- _ - (5 •0 PROJECT LOCATION & SCOPE � � ---------- - -- 1001 T�V�i 1= 5/Fr2�Sf-I�ATE'� DEG ��TBAGK - fi ROFOSINC A HEATED AND SITE PLAN & ZONING DATA ____-� _ _ _ _- _ _ -- INSULATED STORA E BU I LD I NC ----------- GENERAL I 12 .o' 1 0-002 •0 I ENERGY TAB TES LE jl 1'1 °o STRUCTURAL DESIGN CHARTS �� j s.N rn U • _ j MIN 1'1 - I ® I ® I PROPOSED FOUNDATION PLAN n 1 PROP. V.! 2 .0 4' D.W. 1 PROPOSED FIRST FLOOR PLAN �� M PROPOSED SECOND FLOOR PLAN m PROP. 45.0' 1. • I FRENCH N j 1 ^, BUILDING SECTIONS I p j DRAIN 38. `PROP. FRENCH DRAIN DETAILS ; 4' D.W. v PROP. ' EXIST. BARN — DWELLING FRO�ECT DATA 5.01 }' I MIN (D W 1 W ! VJ 1 PROJECT / ZONING DATA 1000-Q8-OI-1.5 Q 2 j EXIST. SHED TAX MA - / ZONING DISTRICT R-50 - U LOT AREA 14.1 ACRES f; 'may �!°` I:TI -- --- � i •`� `"` ' „�. Lu III O. CJ 3cl .4DESCRIPTION (FOOTPRINT) _-- AREA OVERAGE � _ D - _ Q 23 _ 1 C�u - -- r I r `_ -- --- -----------= f TOTAL LOT AREA 64 6 0 5 F LIE EXISTING MAIN DWELLING - 2,072.0 S.F. � 0.5 i N - _ - --= &Oa.O S.F. O.IY EXISTING SHED PROPOSED INSULATED STORAGE -_ - 0 - I', 1808.0 S.F. 0.5% �_ �" • � + BUILDING I 58 TOTAL AREA OF ALL STRUCTURES 448a.0 S.F. 0.7% W - _ _ LOCATION _ Z SCALE: NTS !-- --- -__- - - _ - -----_ -"MAXIMUM-LOT GOVERAOE`. ALLOWED 20% - I _ - I _ 1 z REOU I RED SETBACKS - BARN N m z REQUIRED i PROPOSED � COMPLIES � N ~ 6 - - -- --- w C7 w - -- - --- . - 125.0' YES „ ya I- --- --- _ -FRONT YARD 60.0' o z SECONDARY - YESL - - ---f -- - -- P INDI PAN N --_ _--- W (,K R FRONT YARD 60.0 3Qa.4 � <.�� >o SIDE YARD 25.0 125.0 - YE5 -- - ---- - = -' - ci o, EAR YARD 25.0' &78.O' YES w _ �- - _  Q vi N p G G }�I 0 ei PROPOSED SITE FLAT `� b• R I NGRETE 4• IA T PROJECT: SCALE: 1"' _ 60'-0° DER AREA TYP. --- INN INSULATED �DL DRAINAGE SYSTEM CALCULATIONS: _ = STORAGE BUILDING fl - PROPOSED GOLF D .N - 1 ,824 Sc�. t __...._.... __.. --- - --- 1 a24 S Ft. X 0.1-1= : 10.1 w �1 :' oaa00000000r -' '"" 3375 INDIAN NECK LN �' aoaaa00000a� 510.1/42.2 = -7.55 \/ER7:GAL FT. OF a' DIA FOOL REOUIRED J_I-�; *' ooa0000000C �II_ oaa000000ac (�, PECONIC � J nnnnnnnnnn�' i 12 .0' PROVIDE (2) 8'� X 4' DEEF' DRN'V4ELLS I8,DID PR�AST DRAWING TITLE: i J HATS - � AMON ON P� PROJECT LOCATION & SCOPE •®� 5W-100 FOR POOL Ff;EIvHTS �1 DRYINBC SYSTEM INST LL TION NOTES: 2_0„ 2,_0„ SITE qEg-0E)WTK MIN A MINIMUM OF 1 O' 5EPARAT I ON 15 REOU I RED E3ETNEEN DRYWELLS MIN. DI K 0 2022 I ' SAND t 6RAv>z FILL JAN 6 WATER SER\/I GE L'�N UNDERC ROUND UTILITY LINES SEPTIC, I , PROP. - ,�n,A,h►nr on!r"-�nI r-4 2 1.0 COMPONENTS, L1EA�H I NC FIELDS, SEWER COMPONENTS AND THE TYPI GAL SECTION @ LEAGH I NC POOL PAGE: EDGE OF ALL F'OU�DATION NALLS SCALE. I/4" = I'-O" lof ® A MINIMUM OF 5, ' SE-PARATI ON 15 REOU I RED BETWEEN DRYWELLS � v—0� PROP. �8.0' 0J ° 00"'k ' IaR�NCH CONCRETE SLAE35 ,NND PROPERTY LINES I DRAIN 54• CONNECT ALL SUTTER LEADERS TO NEAREST DRYWELL DATE: 09/30/22 1 OF 3 �( PROP. o 4' D.W. I \� SITE LAYOUT NOTES: l •� I. THI5 15 AN ARCHITECT'S SITE PLAN 8 15 I PROF. `_ SUBJECT TO VERIFICATION BY A LICENSED 4��Ciy�� ' EXIST. ���� � SURVEYOR. THE INFORMATION co F I I DY`4LL I N� REPRESENTED ON THI5 SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. I 2. SURVEY INFORMATION WAS OBTAINED �F FROM A SURVEY DATED OQ/26/22 AND � PREPARED BY: (P 4 ' MIN 1 BSA COMMERCE DRIVE AN WEELE, PG OF N ED HAUPPAUGE N.Y. 11788 �NL�RC�D S I T�. �L�I `� TELEPHONE: (631) 435 1022 SCALE: 1" = 50'-0" NOTES $ SPEC I F I GAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION,CONCRETE, AND MASONRY I I ALL LUMBER SHALL BE DOUGLAS FIR LARCH2 8 BETTER (Fb = 815) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION A5 IT r -_ - - -- _ _-__- --_- _____ ---___.- _ ______ _- _ 1j IT IS THE T ALL CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER HORK SHALL BD_ �ARD _ �SUE•- OTHERWISE NOTED. OF ANY PRESCRIBED MATERIAL WMETHOD N IT HOD OF AN BE SHOWNGAND TTION HE AUTHORITY HAVING SUB-GONTRAGTOR5T SPECIFICALLY APPLIES TO THE VIN SUCH A BEIINO PERFORMED TO A55 RErTHAT THE CONDITIONS TIONS OF _ - - INSULATION - li TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, ' - a SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 18' ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. - - �i- it 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BFE BASE-FLOOD ELEVATION •INT. INTERIOR _ - Q GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL BLDG. - �LBUILDIN& �ilKIPS (1000 L55) I' 0 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT LJJ _. _ - - -- I. NO WORK TO START UNTIL APPROVED FLANS ARE OBTAINED FROM THE K - -CAPACITYAMERICANSPECIFICATIONS155STRUCTURE. COUNCILSI_ _ _ �; J O 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMANI LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE,UNLESS B.O. - - -� BOTTOM OF -- - ��MAX. MAXIMUM [' 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TEGO' OR OTHERWISE NOTED BOT. BOTTOM MEGH. MECHANICAL - -- --- a--+ ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATIOIN OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, ( �' � L -- �� STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL GONITRAGTOR. �I PREFABRICATED WOOD ]-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. - - - ___ _ L- _- - - D m 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOcGAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.D.W. BOTTOM OF WALL MIN. MINIMUM �I O FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS -- _ -- ___ _-_ --_--_____-___-__�___ _ _ �� _ _________ __ - AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN I.i THROUGH I.B. UNTIL I TIER OF FRAMING IS ITN PLACE. - --- b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, G.J. CEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 i 4. ALL UNNOTED OR NON-VISIBLE EASEMENT5 ARE THE RESPONSIBILITY ----- - = -._.--- - ��_ - - -- J� -- - -- -__ ---- -- __ _=__--_______ Z 0 OF THE OWNER,/BUILDER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. O O CV COL. I�GOLUMN ][NYC BC ��EW YORK CITY BUILDING CODE - _-� INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED - - _ -- _ _ _,___-_--___ _ _ __ _ _- -_ _ - __ a Lf) 1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GR.ADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEAM POCKETS,UTILITIES, ETC. TO BE FILLED - - ---- --- - �j 5. ANY OMISSIONS OR DISGREPANGIE5 OF PLANS AND/OR JO)B CONDITIONS GONT. CONTINUOUS O.G. ON CENTER T SHALL BE CLARIFIED WITH THE ARCHITEGT/ENGINEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. ___ _- _- -__-______ �___- -__ _,_,_ ___ __ - �� - -- _- - -- -_--_-_ , 0 - (' WITH THE WORK. 5. MIN. HEADER TO BE (2) 2"x10 UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE f O O 4-J GRADE-MARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 4. ANCHOR BOLTS SHALL BE IN, ACCORDANCE WITH PAGE 0-005. DBE. DOUBLE OCC. OCCUPANCY ] m C -__ -[- __ -- - -- - �[ -__- - _-- �I - - 4 ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE &R.ADING AGENCY WHICH COMPLIES WITH THE ----- - - - a--+ 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEMI SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE PS20-44. 10. ALL CONCRETE TO HAVE AM ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION c I N O co UNLESS APPROVED BY THE ARCHITECT/EINGINEER• DAYS OF 4p00 P.5.1.,U.O.N. DIM. , DIMENSION -- -_---_-- - -_ -- - _- _ Lf - - _1I __ - _ _ _ _ - _ --- --- -- Q I O 0- O - - --- - ---- P. GONG. _- I�, POURED CONCRETE _ -� 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITfH FLOOR PLANS _ - ____ ON PAGE G 005. GENERALLY,, SHEATHING ALL EXTERIOR SHEATHINS SHALL BE AI5 OF 1//2"ILED AS T HICKNF-55NON HALLS INO DAND ULE 12 GTHE PROVISLUED IONS ONS OF NATED IAN51 ALTGLA ID 0.1 STRUCTUR LAMINATED AL GLUED LAMINATED II. GONG. SLAB5 TO REST ON MIIN. OF b" FINE GRAVEL OR SAND WITH 'II -- BEFORE THE START OF FRAMINGCK JOISTS I PL. �I PLATE J ROOF AND IS OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER I, - -__ 'I- APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED I2. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. I D.J.D J WOOD I-JOISTS SHALL MEET THE PROV1510N5 OF ASTM 05055 - PLYWD. _ - PLYWOOD ^ ` FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. EA. EACH i 4. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - i ELEV. I, ELEVATION P.T. �i PRESSURE TREATED -_ ------ --- - --- IL NAILING AS PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JO15T5, THI5 (1) WALL TIE PER (5) 50. FT. - - - - - --- 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPEGTIONSi, APPROVALS, DOCUMENT, THE GOVERNING BUILDING GORE AND ANY ADDITIONAL EQUIP. i' EQUIPMENT - - REQ'D I REQUIRED CERTIFICATES,CERT. OF OGGUPANCY OR'. COMPLETION AND U1.L. APPROVAL _ _ --- - ------- �L 14. EXIST. - --- - - - - -= I._- I -- ---- -- ___ _ - - -- -- RAWI 65 ARE THE PROPERTY OF ANTHONY PORTILLO RA APPROVED EQUAL.12. EXTERIOR THING TO BE COVERED WITH DOCUMENT, HOUSE WRAP OR EVALUAETIONTREPORT.T FORTH IN THE MANUFACTURER'S GORE MAXL32 OOO.G TO DIRECT A1NY GONDENSAT�ON TOETHE OEXTERIOR. it ______1 it EXISTING _ - -RI - - I-R15ER _ I11 11. THESE SET R D N , 15. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. ,If,- __ I -_--�'_ - JL- i PERMISSION FRAND SHALL OM M THE ARCT BE HITECT.OR BE REPRODUCED WITHOUT VNRITTEN ,I F.A.I. - I EXTERIOR -- RM -__ - ROOM _ -- - - -- --- =I U UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. - 12. THE ARCHITECT IS NOT RETAINED FOR:SUPERVISION OF THE WORK AND IS A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF FRESH AIR INTAKE j R.R. [ROOF RAFTER ' , --_ I RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS RURAL COMPOSITE O ITE LUMBER ND ANY ADD, THIS DREQUIEN, THE S A5 16. NO CONCRETE OR MASONRY' WORK IS TO BE PERFORMED IN TEMPERATURES ! FAR FLOOR AREA RATIO STL. STEEL n EXCEED 8 O AND AT EVERY 8 O . OF 40 F AND FALLING,UNLESS APPROVED BY ARGHITEGT/ENGINEER. NO i` W - - (__ - ._ _ ___ --- - ��_-- - �� -- __ _ -- - ----I M SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORT. i --- GONGRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. �II FRESH AIR VENT [S.V. SMART VENT J 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OGGUP,ANCY. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED - _ ___ -___ -_ .__ --- -_ ---- --"-" -_ - _ -- 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE - - - - -- ■ - -- -- 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY G%LEAN AT ALL 0-00 O DDT SPECIFIED B I- ! ; WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ENGINEER. FF i FINISHED FLOOR TBD �O BE DETERMINED J TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE AL � -l'--- --- - --- ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS I --_ _------ - _ - _ -- " RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS ANDS LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINrSi BETWEEN SLABS AND FOUNDATION HALLS AND i11 FF ELEV. Ii FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. -" - - -- -- -__ --- - Il. PROVIDE A NAILING AND STRAPPING ADDRESSED ON PAGES 6 003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.I.I. 0 BROOM GLEAN. ALL L �;FLOOR JOISTS ]�THK. ��HIGK l i 15. THE CONTRACTOR SHALL CARRY WORKMAN'S GOMPEN5AT ION AND GENERAL 14. UNLESS OTHERWISE INDIGArED, ALL FOUNDATION FOOTINGS ARE TO BE A - --- LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6"ON EACH SIDE OF THE FOUNDATION WALL. I; FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. t - -_�-____-------_- - - -- -- --- ____ �� -=__-- - -_ �_ H PROVISIONS OF ASTM G36SPECIFICATION FOR GYPSUM x - -_ _____ __� < - Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOORS ALL NEVER EXDCEEEDLA I6" SPAN THICKNESS OF WALL ABOVE. SUB WALLBOARD, ASTM C31 SPECIFICATION FORGYPSUM LATH, OR ASTM C14 CONCRETE SLA55DTO HAVE bxBG IRO/10 WELDED HIRE HREIN ORG NG.LL 4' THICK j1 FRGE FLOOD RESISTANT CON5TRUGTION ELEVATION Tr TREAD , THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. I=----- - r -_- .- - -- - f_- - -- - 14. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITfIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED I FR. FRAME TYP. II TYPICAL COMPLETION OF PROJECT. AS PER PAGE 0-005. I.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" - - I - --- - --- IT THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, FRPR. JI FIREPROOF � U.O.N. - UNLE55 OTHERWISE NOTED 1 ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF DEEP 8 3'-O' BELOW GRADE. __- - - JL-- Q 20. P.T. SPECIFIES PRESSURE PRESERV T D LUMBER N51 H 5. IDLING. - - - _ - I - ---- -- AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD SITE WORK FTC. _ �;FOOTING �CVERT. [VERTICAL PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.& STRUCTURAL PANELS: _ _- - _ - ___ ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE - ---- -- - - - I. STAKEOUT IS TO BE PERFOFCNfED BY A LICENSED SURVEYOR METAL BY REPEATED BRUSHING, DIPPING,OR SOAKING UNTIL THE WOOD GYP. BD. - GYPSUM BOARD V.I.F. I VERIFY - FIELD l ;�_ m THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS) OR EXPENSE (A) ! ___ I _ IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL - ---- - ---_-_ __--._______ _ - __ - 2. VERIFY ALL GIVEN DATA CN1 DRAWINGS. IF THERE IS A DISCREPANCY, I l - CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE I H.D. i HOLD DOWN W/ I WITH -00 INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. �-- ___ -- _- ___ I _ _----------------= - - =- - - __ ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (5) 15 CAUSED IN -- -- WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. EXCAVATE AND BACK FILL F`OR WORK INDICATED ON DRAWINGS. ;HDR ;HEADER - � WD. _ I!WOOD ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR --- - = - __- _ -- _-_._- ___-- CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING ---------- - WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HNGR 'HANGER ZR II ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE AGT5 ,ANY OF THEM MAY SITE. STOCKPILE ALL EXGAVN ED MATERIALS. I __ _ -_---_ _ _____ d__ - 21 LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. -- -- _ _ - BE LIABLE REOAR.DLE55 OF WHETHER OR NOT IT IS CAUSED IN PART BY A A. TRU55 JOIST McMILLIAN 1.4E MIGROLAM I HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE I_ ._ ___-__. _ B. GEORGIA PACIFIC 2.OE G-P LAM 1.&.2. ORIENTED-STRAND BOARD (055), WAFERBOAR.D ORIENTED-STRAND _- _ - - -----------Al _l 0. PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFER.BOARD USED IN STRUCTURAL IONS SHALL MEET ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE - --- - - --- BUTALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY FOR BACK FILL MATERIAL 5HA6LL BE REMOVED FROM SITE. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ___ 0 ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT - - -- _ - --- OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 5. PROTECT TREES WITHIN EIGHTT FEET OF THE BUILDING. _ --_ -- --- -- -- _ --- Q TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS„ SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR I I }�I d APPLICABLE CODES AND GOOD PR.AGTICE. DEVIATIONS FROM THE DRAWINGS 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. INSULATION $ FENESTRATION E G U I DvI E `l TS w AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, AND ANY 1 C4 AUTHORIZATION OF THE ARCHITECT/ENGINEER. GODS EVALUATION AL RFOUIR.EMENT5 SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE E 0A5 ALLARTICLE S0AR US D IN STRUCTURAL ANY I. ALL 6LA55 TO BE INSULATED) LOW-E,UNLESS OTHERWISE SPECIFIED. E( I - -- < GLA55 WINDOW D DOORS __- - _ _- - APPL ANSI .1 AND ►4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE 2. CLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER PROPOSED DESIGN CODE PRESCRIPTIVE VALUE � NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AN L7 CONDITIONS NO NOTCHES IN THE TOPE BOTTOM EDGE OF RAFT0LIDER SAWN RAFTERS SHALL EVALUATION REPORT. CLEARANCES ARE PROVIDED. COMPONENT PERTAINING ARE TO 8E FIELD VERIFIED. NOT BE GUT 1N THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE VALUE CITATION (PER 2020 NYSEGGG) COMPLIES o OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS I Q SKYLIGHTS AND ANY &LASS UNIT INSTALLED 1 3. ALL SLIDING GLA55 DOORS, ALL D RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AI44.1 CELLULOSIC _ p, ___ - i 20. CONTRACTOR TO REMOVE 8 RELOCATE A5 REQUIRED ALL EXISTING WORK WITHIN I&" OF FINISHED FLOOF:'SHALL BE OF INSULATED TEMPERED GLASS, L '_-_ _-- ___ _ - - - - -- WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LLIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH.BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G208 STANDARD SPEGIFIGATION FOR UNLE55 OTERWIBE NOTED. iI 0 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. U-VALUE = 0.25 MAX. U-VALUE = 0.32 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.50 CFM/SF YES 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH AIR LEAKAGE = 0.50 GFM/SF w , 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENT5 OF U.S. II PER R402.4.3 8 TABLE R402.1.4 - CLIMATE ZONE 4 = L8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN S PEGIFIGATIONS, UNLE55 NOTED OTHERWISE. MANUFACTURER'S SPEGIFIGATIONS. I ��____ -­ - - __ L � N 22. PROVIDE FIREBLOGKING AS PER NEVQ YORK AGGESSIBILIITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 5NAL . ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE R-44 SPRAY FOAM INSULATION MIN. R-VALUE = 44 ►+- HOLES STHE D LENOTH SHALL NOT HALL NOT EXCEED 40% OF TD 25% OF THE ACTUAL HE ACTUAL STUD DEPTHD AND THEO DOE REQU REMENT0VERNINO 5 AS SET OURTHITIN APPLIABG CODE, D GORE EVAANY �A ION ENERGY CONSERVATION CONSTRUCTION CODE. CEILING R-VALUE JI 1" THICK (R=1/INCH) - - PER TABLE R402.1.2 - CLIMATE ZONE 4 YES Z UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS - ,,Ji - - -- _- ___ - - - a - } p 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED G I OF THE HOLE SHALL NOT BE CLOSER THAN 5/8' TO THE EDGE OF THE STUD. REPORTS. b. PROVIDE FLASHING PANS UNIDER ALL SLIDING CLASS DOORS, WINDOWS, OR I iz � NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. ANY OTHER TYPE OF GLASS UNLIT WHEN WITHIN b' OF AN EXTERIOR SURFACE. EXTERIOR (2 xb ) WOOD �-:21 SPRAY FOAM INSULATION MIN. R-VALUE = 20 (CAVITY) COPYRIGHT PROTECTION ACT OF 1440 (AWGPA), WHICH HAS 5EVER.E PENALTIES. O m 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL __- _ - - - YE5 ,', m 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. FRAME WALL R-VALUE THICK (R-?/INCH) PER TABLE R402.1.2 - CLIMATE ZONE 4 GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, �. ALL EXTERIOR DOORS ARE 1f0 BE WEATHERED STRIPPED AND PROVIDE ALL __ _ _ -- - - _ -_ ---_ __ II O Z ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 0-003 3 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. N COMPLIANCE STATEMENT: N CONSTRUCTION;SSTD 10-44 AND 2015 SBC HIGH WIND EDITION! WOOD FRAME SPECIFIES THE REQ'O NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). Z Q 0 8. ALL GLA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING w 0 w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATIION WALLS, SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG 5CREW5: LAG 5CREW5 OR LAG BOLTS SHALL COMPLY WITH ANSI/ SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE U51NO CHAPTER 4 [RE]. g Z Z FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEC.'s). ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 4. ALL WINDOWS TO BE ANDER5EN. IF CONTRACTOR 15 TO SUBSTITUTE WITH O O O 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENIING DEVICES NOT HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. INCLUDED IN THE STANDARD BUILDING GODS, SECTION NII06 E IBC SHALL 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE v Q H- __ 6 COLUMN BEARING AS FOLLOWS: CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH I BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2 G L SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE rl WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, lt TREATED WOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ROUGH CHARACTERISTICS OPENING, U ARE A5 FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, _ _ -_ ______ _ 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS 8 A MIN. 5/4" OF NON-SHRINK GROUT. ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/ (2) i/2" ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® REQUIREMENTS. (V AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. w EXIST. WALLS 8 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE _ _ _ _ __ _ _ Q cV 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUGTUR?AL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL OUALITY, TEMPERED GLASS. --------- -- SHEATHING AND SIDING, FRAMING ANCHORS OR GONNEGTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TABLE R3OI.1 PROVIDED AT THE TOP AND BOTTOM' OF CRIPPLE STUDS,, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE &OVERNIN6 BUILDING GORE AND ANY II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE I ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS - ___ -____ ___ -_-_-- _ ___ PROJECT: STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 8 ANCHOR BOLTS, CODE EVALUATION REPORTS. M1551LE TEST OF ASTM EI44b AND A5TM E1886 AS MODIFIED BY 2020 NY5 BC - - - ---- - - 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF COPPO51NO U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Ya' BENT PLATE 8" LONG SECTION 30L2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET O D NOW LOAD 25 LBS RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4'' LUMBER IS w/ 6" RISE 8 w/(2) /a°� BOLTS THROUGH CENTER LINE OF VERTICAL LEGS THE REQUIREMENTS OF AN APPfROVED IMPACT-RESISTANT STANDARD OR I ALLOWABLE I N F I NSU LATED LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH! TO EACH PAIR OF SET 6 DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 0-005. AN51/DASMA 115. I 5TRUGTURAL MEMBER �II BASIC WIND SPEED 150 MPH s 2.2. AILS: NAILS SHALL COMP T 5STANDARD - --_=_ -- - - - -- -- =- -DEFLECTION-- - SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH � STORAGE BUILDING GYPSUM WALL BOARD SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B b. UPLIFT CONNECTORS SHALL BE PRO\/IDED AT EACH RAFTER BEARING. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE A THICKNESS OF NOT LE55 THAN AND A SPAN OF NOT MORE THAN 8' SHALL I L/I80 _ COMPOUND METHOD. MANUFACTURER'S CODE EVALUATION REPORTS. BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND W/ NO FINISHED CEILING ATTACHED TO RAFTERS -I. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY ATTACHED TO THE FRAMING SUIRROUNDING THE OPENING. PANELS SHALL BE ____ _ __ _______ _ _______ _ _ SEISMIC DESIGN CATEGORY B 16" WITHIN 4' OF EXTERIOR CORNERS. PEP, THE ANDCHORAGE M AND ETHODIT5ELECTEDH THE AIN ACCORDANCECHMENT WITHNARE PTAB QED AS 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND CEILING, UNLESS 2.2.?. SGR.EWS: SCREWS SHALL COMPLY WITH ANSI/ASME B I8.6.1 INTERIOR HALLS t PARTITIONS H/I80 OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE WOODSGREWS (INCH SERIES). ( -_ --_. - WEATHERING SEVERE 3375 INDIAN NECK LN 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE 5H)ALL BE ANCHORED R301.2.1.2. ATTACHMENT HAROAARE SHALL BE PERMANENT DEEMED APPLICABLE. _- _- - TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER INSULATION CORROSION-RESISTANT RIND THE ANCHORS SHALL BE PERMANENTLY INSTALLED FLOORS d PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-O" I PECONIC OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANGHOFR BOLT SHALL BE 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ON THE BUILDING. ____. _______ ____ __ __ _ __ PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR - - - ---- BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 1" IN GONdGRETE/MASONRY (WHER.E APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL_ BE LOCATED WITHIIN 12' OR CORNERS IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING FOIL TO BE PLACED TOWARD WARM SIDE. ELECTRICAL: ALL OTHER STRUCTURAL MEMBERS L/240 EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTAL 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM - "" DRAWING TITLE: --- ------- EXTERIOR WALLS PLASTER OR STUCCO FINISH AND AT SPACING NOT EXCEEDING 4' ON CENTER. CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION TO 2011 NATIONAL ELECTRIC CODE, NFPA 10 AND 2020 NEW YORK STATE G H/360 WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY EXTERIOR HALLS - WIND LOADS W/ BRITTLE FIN15HE5 L/240 I[IGE BARRIER REQUIRED - -YE5 -- GENERAL NOTES ENERGY CONSERVATION CONSTRUCTION CODE. �___ _ � CODES AND REFERENCE STANDARD: 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020> NEW YORK TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS FOUNDATION WATERPROOFING. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ( --- � ENERGY TABI-E STATE BUILDING CODE, 2020 NEW PORK STATE RESIDENTIAL GORE, 2020 TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: COMPLETION OF WORK. 1 EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK - 4" 0-30 FOR FLAT CEILINGS STATE ENERGY CONSERVATION CONSTRUCTION CODE. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA-12: - ALL OPENINGS. - &.25" R-500 FOR VAULTED AND CATHEDRAL CEILINGS - GENERALLY, VERIFY OR PROVIDE HARD WIRED 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION SMOKE DETECTORS w/ (BATTERY BACK-UP IN: -- WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2OI& WOOD FRAME b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER ,ASSOCIATION - 5.25" R-21 FOR FLOORS A. EACH SLEEPING ROOM 5TRUGTURAL DESIGN LOADS � PAGE: (AFBPA) AMERICAN WORD COUNCIL (AWC). 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW 1r(ORK STATE B. OUTSIDE OF EACH T SEPARATE SLEEPING _-___ AREA IN THE IMMEDIATE: VICINITY OF r USE � LIVE LOAD IIDEAD LOAD PLUMBING CODE. THE BEDROOMS (GENE 0 :1 RALLY THE HALLWAY) _ I yW YORK STATE G. EVERY LEVEL OF DWELLING EXTERIOR-BALCONIES I 40 psf I __ __ __ i U v ;i� II 15 psf: m^0-0%1 ■4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NE. MECHANICAL CODE AND 2020 NEW YORK: STATE FUEL GAS CODE. _.___.__._ -.(BASMENT,FIRST FLOOR., � SECOND FLOOR, ETC.) 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, NFPA 10 AND 2020 NEW YORK STATE ENERGY CONSERVATION DECKS 40 psf I IS psf - I DATE: 09/30/22 2 0 F 3 CONSTRUCTION CODE. PASSANGER VEHICLE GARAGES 50 psf I A5 PER PLAN __ ------ ---- -------- -.---- -- - -i - ' I ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf I' 15 psf I __--_---- -____ - _ --� I n•wS`i ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf li 15 psf e. - -- -- -- - - __ -- BRED A& - --- ROOMS OTHER THAN SLEEPING ROOMS 40 psf II 15 psf ' \�- M y/�X I.; -- I - - --- -- �i C� 'Aj `- SLEEPING ROOMS 30 psf 15 psf �� A . t,' . v STAIRS 40 psf 15 psf F , GUARDRAILS AND HANDRAILS 200 psf 1 15 psf (�� .• 7 j qT 03T 4- -ld ROOF LOADING (LIVE = GROUND SNOW LOAD) j 25 psf 12 psf FOR ATTIC A �F N�� p I5 psf FOR LATH. ri --_- ----- - -- *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASGE 1-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) OE-NERAL 5 1�50L <E : 48'-O" _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT \ WOOD FRAME (L.O. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) - -- - -- --- --- -- - - — — — — — _-- — — — _ .0. - - — p ! O �--•— -� - — J - w NEW WOOD FRAME (L.G. NEW FOUNDATION WALL LINE— .r-�-•=� OF WALL � w 5TL. WHEN APPLICABLE) Cu ':�, ABOVE I m C MIN. (2) 2"x4" STRUCTURAL I ( PROP. la"Xlb" Q 4' N NEW I-HR FIRE RATED - C L0 WOOD FRAME (L.G. STl_. PO5T FOR 4" WALLS GONG. PAD FTC. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL (T BELOW GRADE I 0 (TYPE I o � rn � r- POST FOR b WALLS), U.D.N. _ __ _0 O NEW 2-HR FIRE RATED I I }: Cfl WOOD FRAME (L.G. 5T1_. rn z z O 15'-3" 2-O" _ O N WHEN APPLICABLE) '� Lo U ❑ O � 0 j O � N m Cfl SECTION NOTES F.J.AS PER PLAN I �- N d ~+ c� FLOOR PLAN NOTES TYPICAL ROOF 8 CEILING CONSTRUCTION: Q O O ----__-_=_--__=--------------- - - - r � O MIN. OF R-44 SPRAY FOAM INSULATION DOOR NOTE: EXPOSED ROOF/CEILING SPRAY FOAM INSLUATION TO BE Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ONI COVERED WITH FIRE RETARDANT PAINT;DC315 OR ^ ` PLANS BY 'JELD-WEN' (OR EQUAL). EQUAL PROP. 2' WIDE X I' H F.J. W 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON .T. NEW 2"Xa"END AT THI5 PLANS BY 'THERMATRU' (OR EQUAL). TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): 2 LOCATION P. GONG. FTC. W/3 �5 3.DOOR TYPE TO SELECT O2 • MIN. R-20 INSULATION W/R-21 SPRAY FOAM p REBAR 3" FROM BTM. - O 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS INSULATION - ! OF FT5. 0 5. INSTALL AS PER MANU SPEC.'S . I"Xb" CEDAR T86 WALL FINISH m `t ,D 6.PROVIDE (2) 2"xa" HDR.,U.O.N. — O_ 7. SEE PAGE 0-005 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP.. FOR ALL) U.O.N. 9STAIR 4 RAILINO NOTE: PROP. 4" THK. P. GONG. SLAB U 1. ALL NEW STAIRS SHALL HAVE MAX. a-1/4" RI S MIN. 10" Tr - RISERS SHALL BE CLOSED W/6"Xb"-10/10 W.W.M. UPON 4" n , 2. 42" HIGH GUARDRAIL S SPINDLE SPACING (MIN.) GRAVEL BASE UPON b W NOT TO ALLOW PA55ASE OF A. 4" (P SPHERE; '°°° MIL POLY VAPOR BARRIER W 36" HIGH HANDRAIL d SPINDLE SPAGINO NOT TO ALLOW PASSAGE OF A 4' 0 SPHERE 3. ORIPPABLE RAIL AS PER CODE 4. RAILING TO BE WOOD - : - i) Q ' W SECT 1 ON 1 -1/A- 101 -I - � cp0 SCALE: 1/4" = I'-O" m 1:2'-( �t 4b'-0" O I O FABRIC FILTER 12" GRAVEL ON Q ALL 51DE5 TRENCH n PERFORATED w PIPE (' 0 Q _ _ _ _ _ _ 0 p 12' Q FRENCH I7RA I N 17ETA I LS 46'-Q" SCALE: I/4" = I'-O" FROFOSED FOUNDATION PLAN z SCALE: 1/4" = 1'-0" ? z om pZ \ N N 15'-5y2" 31'-5y2" \ Z a x NEW 200 AMP w (3 w ELEC.PANEL \ \ p Q \ \ L) in O 04 i \ \ N N PROP. INSULATED/HEATED O \ PROJECT: STORAGE \ ±555 5.F I \ INF INSULATE I D b \ 1 = STORAGE BUILDING I PROP. i ' \ INSULATED H ATEr, m \ STORAGE ±357 5.F — _ 3375 INDIAN NECK LN - _ -- - - PECONIC / 1 / \ � D / 0 NEW UP (2) RI ® / \ DRAWING TITLE: ± 4" / L \ PROPOSED FOUNDATION PLAN I OPEN TO 1 II—5y2 PROP. / / BELOW ) \ \ PROPOSED FIRST FLOOR PLAN 3'-0° ! PROPOSED SECOND FLOOR PLAN INSULATED/HEATED / \ 3'-O"xb'-b" - - STORAGE PROP. PROPOSED BUILDING SE CTION 51NOLE DOOR ±41a S.F � INSULATED/HEATED / \ 2 O STORAGE � ±471 5.F 0 / A 0 Ior PROF. / \ .. j.no 6 INSULATED/HEA - STORAGE 51NOLE DOOR NEW UP NEW DN � \ ±43 S.F I (12)RI ® (12) Ri ® \ I Q'-4y DATE: 09/30/22 3 OF 3 — 2" r. I RED ARCy M. �� �__ - - -- - � L - - - - - - - - - - - - - -- - - - -- - 9T0374CJ- `r 6 - 0 FROFOSED FIRST FLOOR PLAN FROFOSED LOFT PLAN 1/4-75 S.F. HAE31TA5LE SFAC E; 1,4-15 S.F. GROSS AREA SCALE: 1/4 = I -O 4-71 S.F. HAE3ITABLE SFAGE; I,4-75 S.F. CROSS AREA SCALE: 1/4" = 1'-0" I SITE PLAN HATCH KEY: SGTM #1000-b6-5-14.3 I S 55°04'20"E SGTM #1000-86.-5-14.4 TRANSPORTATION;TOWN PROPOSED BUILDING ADDITION RECHARGE/FLOOD CONTROL--- 6.2.0 ..,,_- _ - S 843'20, AGRICULTURE A 1 t 6q a PROPOSED ACCESSORY STRUCTURE - - - -- S b5°5O'40"E ly ag°34'30°E S 65012100"E �+ TIE LINZ5 ALONG GE _ 152.b7' 'ISQ3� �� � � W Or-- NrERLINE ----_---D[TG - RIGHMpND, C6 PROPOSED 2ND STORY' - - - --- -- -- 5 CREEK --_�- i- (y) MARSH Q t (V O Ln N t 3a,52a S.F. (0A ACRE) C r1l .ii. art, k O ------------------------ LIMIT OF WOOD5/ AP_PR_OX_. -_ - - - _ 0 ---- -- - CE OF WETLANDS ` � ��� 7� � � C9 ED L z O O (V 0 Ca r— —"e j WOODED O X N O 11 5GTM #1000-56-5-14.2 �4 - F R 0 J E�T �0 F E : F A D E <E� : a-' N CO '''J 1°f) SE3p° DWELLING H/ PUBLIC WATER m O 0 co Q d � �—QQ � ,®� PROJECT LOCATION &SCOPE Nay 4310E i — -- - - - - - - - - - - - - - 100' SETBAC'K - - - - ------- -- r __ - - �- FROF'OS I NO A HEATED AND SITE PLAN & ZONING DATA - - _ - - �o INSULATED STORAOE BU I LD I NO I - -__YA -------------------gETgAGK --- - ----------------- -----___________ __--------- ------- � - - - --________ ------------------------- �-143 ----------------------------- - -�,1 0 �°o NITH A BATHROOM ON THE s--- illzsl GENERAL NOTES F I RST FLOOR 1 o ENERGY TABLE L� N O ,' XIST. ELEG. 11 0 STRUCTURAL DESIGN CHARTS IBOX ON POST �1 �p U 24.q � 1, �_ � ® � .®2 PROPOSED FOUNDATION PLAN n , 1 _ _ PROPOSED FIRST FLOOR PLAN W MM j p , 11 PROPOSED SECOND FLOOR PLAN 4� W BUILDING SECTIONS 1 FRENCH DRAIN DETAILS PROP. 1 F— Q •QQ DWV/WATER SUPPLY RISER U I° BAIRN 1 P' i EXIST. _ ING DWELL 1 r' ! ) /r • � o m 1 � j It n I 71 o EXIST. 1 �� fROJEGT DATA , j SHED 1 _ cam w - j 1 TAX MAP # 1000-qa-I-1.3 •�[ ZONING DISTRICT R-b0 •- LOT AREA 14.�I ACRES cwi Z m jld N Q N 1rn �. w cs � a , I - - - »•ram ." Z ` ! i? - 0 I - - - LOT GOVERA o w , LOCATION LL W w,...,: . .-.......- Mm__... 3o LOT = M �' DESCRIPTION (FOOTPRINT) AREA COVERAGE z SCALE: NT5 TOTAL LOT AREA 64a,236 S.F. } o O _ -- M ! O z - MODIFIED DWELLING (SEP. FILING) 1,465 S.F. O.2r% 0 5 o 0 S�GK n = Z DWELLING PORCHES (SEP. FILING) "ib S.F. 0.011% N m ,__ �o, SEc:OND�R INDIP�N N�GK i EXISTING SHED bOa S.F. o.OGi90 � z a X a � w c� w (7 Z 2 ZZ ? F- ® „ y� PROPOSED BARN I a4b S.F. 0.25% 2 � a 0 N g'ib°aq'00 L) Q a w TOTAL AREA OF ALL STRUCTURES 3Q9ct S.F. 0.62� __ W ei N /3}p -- "MAXIMUM LOT COVERAGE ALLOWED - 20% � Sz 'XD __ -- — N M N N w � eN-I O FROP05ED SITE FLAN PROJECT: SCALE: I... = 60'-O" REQUIRED SETBACKS - BARN I N F INSULATED S�� REQUIRED PROPOSED COMPLIES ' j ---- --E"/AR� DRRAINAOE SYSTEM G1�LGULATIONS: _ STORAGE BUILDING FRROFOSED OOLR= E3)ARN = 1 ,824 5 . Ft. FRONT YARD 60.0' 125.0' YES SECONDARY 1 8 2 5 Ft. X O.I _ 510.1 FRONT YARD 60.0' 3aa.4' YES 3375 INDIAN NECK LN 51 O.1/42.2 = —7.55 VERTICAL FT. OF 8' D I A FOOL RREOU I BRED SIDE YARD 25.0' 125.0' YES PECONIC ' I Q PROVIDE (2) 8'4P X 4' D I_E I D RY Y ELL 5 REAR YARD 25.0' b'1 b.o' YES �I N DRAWING TITLE: !f !EXIST. ELEG. a � I NCRETE 4• I PROJECT LOCATION &SCOPE E3OX ON ROOST DRRA I NAOE SYSTEM INSTALLATION NOTES: 6RASs SHo ER AREA i°YP. SITE PLAN & ZONING DATA I ��2 • A MINIMUM OF I O' SEPARRAT1 ON 15 RREOU I BRED BETNEEN DRRYNELLS � ` •` ' _ NATER SERRV I GE LINE, UNDERRORROUND UTILITY LINES, SEPTI G _ COMPONENTS, LIEAGH I NO FIELDS, SENERR GOMFONENTS AND THE PAGE: r EDOE OF ,ALL FOUNDATION ON NALLS �, �j ;., ;- ° °°000000 °°°°°°°°°°° '~� in • A MINIMUM OF 5 ' SEPARRAT I ON 15 RREOU I BRED E3ETNEEN DRYNELLS Q : yy 1313 013 0 0 0 0 0 0 G. GONGRRETE SLA 35 AND PRROFERRTY LINES °°n n r3nA"--n-n _ I j m q.g. • CONNECT ALL GUTTER LEADERS TO NEAREST DRRYNELL ,. DATE: 8/25/23 1 OF 4 VlAt- TER PRECAST CONCRETE L.EA +41N6 RING. HATER SEE GALGULATIONs ON PA6E SK-100 FOR POOL Mews PRROP. 1. HISAYOUT IS AN ARCHITECTS SITE PLAN 4 IS 2-0 8 2-o" MIN. DI MIN, 1 l /� 5AR�N SURVEYOR. THE INFORMATION / p SUBJECT TO VERIFICATION BY A LICENSED ��`-'� � ,.a��:�`� REPRESENTED ON THIS SITE PLAN IS TO THE q`��`(�s�', / EXIST. ARCHITECT'S BEST OF KNOWLEDGE. TYPICAL P I CAL SECTION @ LEACH I NO FOOL sae tea. it -—cf , I ' � fir ,+. r;, t.,, -•� DNELL I NO 2. SURVEY INFORMATION WAS OBTAINED SCALE: I/4" = I'-O" FROM A SURVEY DATED SEPT'EMBER 26, 'y' .. . —�;m?s 2022 AND PREPARED BY: 1 ' ((� LeaC<<- BARRETT, BONNAC1 d VAN WEELE, PG I I '9 � 74 ;�a�°�0' T - lug 175A COMMERCE DRIVE � ; / � •, , TELEPHONE: (631) 455 1022 A U G 2 9 2023 HAUPPAUGE N.Y. II' 55 -� OF ENLARRO ED SITE 'FLAN SCALE: 1" - 50'-0" NOTES $ SFEG 1171 GATI ON5> CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION.CONCRETE, AND "A50NRY A55REV I AT I O' `S 1. ALL LUMBER SHALL BE DOU&LAS FIR LARCH #2 BETTER (Fb = 875) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY AL1 DIMEh1510N5 OF EXI5TIN6 FOUNDATION AS IT - -IT IS THE T ALL GTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTIONILITY DOCUMENT BINDER OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEIINC PERFORMED AND SHALL COORDINATE THE Bp, , BOARD INSUL. INSULATION TOGETHER AT ALL TIMES, , IS ALSO THE IARIZE GTOR'S RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A WANNER TO ASSURE THAT THE CONDITIONS OF --- - n. SPECIFICATIONS,AND BE FAMILIARIZED WI'fN THE Pl_Ah15 PRIOR TO WORK 2, ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH COAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORZS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. if INTERIOR Q &" MIN. FOUNDATION EXPOSURE. AC-ENGY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR - 0 GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON IF]",VIRGIN, UNDISTURBED 501L BLDG. 1f BUILDING K KIPS (1000 LB5) W 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED, FROM THE W APPLICABLE BUILDING DEPARTMENT. PROVIDE SILL 5EAL/IN5ULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (U 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPECIFICATIONS J CJ3 IS NECESSARY TO MATCH FLOOR HEI6HT5 WITH THE EXISTIN6 STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS - cM 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. " APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN.OPF 4'-0" BELOW GRADE,UNLESS f B.O. BOTTOM OF MAX. MAXIMUM Q .+� (V 4. AT FLUSH FRAMING USE 16 GACE METAL JOISTS HANGERS BY TECO" OR OTHERWISE NOTED ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING � •O E�A • I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM ME0H. MECHANICAL STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTfRAGTOR. _ - 6) PREFABRICATED WOOD [-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5, WALL.,5 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWING5,U.O.N_ 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE,AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES,6Y'P5UM,HARDBOARD,AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM _ - '- p AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADIN& 6. NO BACK FILL SHALL BE PLACED A6AIN5T FOUNDATION WALLS 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, RULES SPECIFIED IN 1.1 THROUGH 1.5. UNTIL I� TIER OF FRAMING IS LPN PLACE. G.J. CEILING JOIST NA\/D88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 l i Z 0 4, ALL UNNOT'ED OR NON-VI5IBLE EASEMENTS ARE THE RESPOMSIBILITY - --- -------- O C CV U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 'T. FOOTINGS TO BE POURED OCNGRETE OF 51ZE SHOWN ON DRAWIN65. COL. 1f COLUMN NYC Br, NEW PORK CITY BUILDING CODE - OF THE OWNERJBIJILDER c •� ul INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED - -- --- .- U � -7. ALL BEAMS, 61RDERS,ETC,. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEAM POCKETS,UTILITIES, ETC,. TO BE FILLED 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB, CONDITIONS GONT. GONTINUOU5 O.G. ON CENTER c � x � N SHALL BE CLARIFIED WITH THE AR•GHITEGT,�EN6INEER BEFORE iPROGEEDINC WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. _ - O O O ,�, � WITH THE WORK e, MIN. HEADER TO BE (2) 2"xlO" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBE. DOUBLE OGG. OCCUPANCY m '- 6RADEMARK SHALL INCLUDE AN EASILY DI5TIN6UISHABLE MARK OR q. ANCHOR BOLTS SHALL BE INI ACCORDANCE WITH PAGE 6-003. _ O 6. NO DEVIATIONS OR CHANCES TO THE STRUCTURAL. SYSTEM SHALL BE MADE q• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN516NIA OF THE 6RADIN6 AGENCY WHICH COMPLIES WITH THE DFE DESIGN FLOOD ELEVATION if PBFE PRELIMINARY BASE FLOOD ELEVATION c N O c6 P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AM ULTIMATE COMPRESSIVE 5TRENOTH AT 28 O � � O UNLESS APPROVED BY THE AR:GHITEGT/ENGINEER. DAYS OF 4,000 P.S.I.,U.O.N. l Q 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: CLUED LAMINATED TIME>ER5 SHALL MEET DIM. If DIMENSION P. GONG. POURED CONCRETE 7. CONTRACTOR TO VERIFY DIMENSIONS 01= FOUNDATION WITH [FLOOR PLANS ON PACE G-003. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED If. CONG. SLAB5 TO REST ON MI IN. OF 6" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING D.J. DECK JOISTS PL. PLATE ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR E3ARRIER UNDER 8. DRY WELL5 AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN i EA. EACH PLYWD. PLYWOOD ^ ` APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51N6 PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. q. DO NOT 50ALE DRAWINGS, WRITTEN DIMENSIONS TAKE PREC6EDENGE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM V5055 ELEV, f ELEVATION P.T. rPRE55URE TREATED II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THIGKNE55 AND OF GDX GRADE, STANDARD SPECIFICATION FOR E5TABLISHIN6 AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - _ NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND 61_UED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (5) 50. FT. f0.CERTIFICATES, ARE RESPONSIBLE FOR: ALL INSPECTIONS,APPROVALS, DOCUMENT, THE 60VERNING BUILDING GORE AND ANY ADDITIONAL QUIP. EQUIPMENT REQ D REQUIRED GERTIFIGATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L.. APPROVAL 12 EXTERIOR SHEATHING TO BE COVERED WITH TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEVe6E AND PROVIDE WEEP HOLES, EXIST. EXI5TIN6 II. THESE SET OF DRAWINGS ARE THE PROPERTY Ri RISER OF ANTHONY IPORTILLO,RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32-0„ C O.G., TO DIRECT AMY CONDENSATION TO THE EXTERIOR. ----- -- ------------------------- AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN EXT. EXTERIOR RM. ROOM 15. BLOGK EXTERIOR STUD WALLS AT HALF STORY HEI6HT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51N6LE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BOSSED WATERPROOFING TO EXTERIOR OF FOUND. �� PERMISSION FROM THE ARCHITECT. -1r - _-- ----- UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH CRAVE. F.A.I. FRESH AIR INTAKE R.R. II ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF � ` 14. PROVIDE X SO GROSS BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN,THE 16. NO CONCRETE OR MANRY� w WORK 15 TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 6'-0" AND AT EVERY 8'-0". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING,UNLESS,APPROVED BY ARC:HITECT/ENGINEER. NO FAR � FLOOR AREA RATIO � STL. STEEL M 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED(ON FROZEN SURFACES. F.A.V. FRESH AIR VENT S.V. if SMART VENT "�J w 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE _ _ _ a 14. THE CONTRACTOR SHALL KEEP PREMISE'S REASONABLY CLEAN AT ALL 6-003. IS. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY FF 1 FINISHED FLOOR 1 TBD TO BE DETERMINED 1 TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ENGINEER. I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS RUBBISH, WASTE MATERIALS,TOOLS, ETC., CLEAN GLASS AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE la. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PACES 6-003. OR THE MANUFACTURERS GORE EVALUATION REPORT. f F.J. FLOOR JOISTS THK. THICK LIIrpABILITY THE CONTRACTOR SHALL CARRY WORKMANS COMPENSATION AND GENERAL Ict. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY' WITH STATE AND LOCAL CODES Ia. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJEGTINC b" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR 6Y'PSUM PROVIDE TWO #4 DEFORMED 133AR5 CONTINUOUS IN THE FOOTING. ALL 4" THICK FLOOD RESISTANT CONSTRUCTION ELEVATION TREAD ' - 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM G37 SPECIFICATION FOR 6YP5UNt LATH, OR A5TM C7q CONCRETE SLABS TO HAVE bxE6 10/10 WELDED WIRE REINFORCING. FRGE Tr /1 SPECIFICATION FOR 6YP5UM 5HEATHIN6 BOARD. THE W13-COMPLETION ON OF PROJECT. FOR A PERIOD OF AT LEAST ONE YEAR AFTER MI AT ROUGH OP'ENING5 PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN5 20. FOR SECOND STORY APDI•ITION5,EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL COMPLETION OF PROJECT. AS PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID t SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" 1-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS 7fHE OWNER, MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF DEEP 8 5'-0" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWI5E NOTED _ Q ARGHITECT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES MOM AND 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. -- - ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD f FTC. FOOTING VERT. VERTICAL AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,T INGLUDIN6 TREAT LUMBER W COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER lb STRUCTURAL PANELS: SITE WORK ATTORNEYS FEES ARISING OUT S OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, PIPPIN&,OR 50AKINO UNTIL THE WOOD I. STAKEOUT IS TO BE PERFOf,M1ED BY A LICENSED SURVEYOR GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE, LOSS OR EXPENSE (A) f � �� 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, la.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 2 VERIFY ALL GIVEN DATA OW DRAWIN65. IF THERE IS A DISCREPANCY, IN OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN w/ WITH INJURY MANUFACTURER SUCH AS: HANGERS, NAILS, 5GR.EWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND ITSELF GLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B5)) is S THE WORK CAUSED IN RECEIVE CLARIFICATION FROM] ARGHITEGT/EN6INEER PRIOR TO PROGEEDIN6.ETC. FOR LOCATIONS SUCH A5: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER 1 HD. if WOOD WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF TFHE 3. EXCAVATE AND BACK FILL fFOR WORK INDICATED ON DRAWINGS. ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR CONTRACTOR, ANY SUBCONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY STOCKPILE TOP501L OBTAINED> FROM STRIPPING DRIVEWAY AND BUILDING WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HNCR � HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOLE ACTS ANY OF THEM MAY SITE. STOCKPILE ALL EXCAVAkTED MATERIALS. BE LIABLE RE6ARDLE55 OF WHETHER OR NOT IT 15 CAUSED INPART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS.A. TRU55 JOIST MGMILLIAN IAE MIGROLAM HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. S. 6EOFZ6IA PACIFIC 2.OE 6-P LAM 1.82. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE _ __ _ ___ _ __ -_ P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET ROOTS, ROCKS, AND DEBRIS, ALL SURPLUS MATERIAL THAT IS UNSUITABLE C:I8, ALL MATERIALS, ASSEMBLIES, AND METHOD OF ONSTRUGTIION INGLUDIN6 FOR BACK FILL MATERIAL SHAV..L BE REMOVED FROM SITE. w BUT NOT LIMITED TO FORM-WORK,BLOCK-hIORK, FRAMING, NAIJLIN6, PLACING A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE,ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5P'EC.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT 5. PROTECT TREES WITHIN EI6HIT FEET OF THE BUILDING. IL < TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN55, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR U) APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM[ THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. INSULATION FENESTRATION REGUIREM ✓ w AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, 0 AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.53. PARTICLE BOARD: PARTICLE BOARD USED IN 57RUGTUR.AL 6LA55 WINDOWS AND DOORS _ _ -_ < AUTHORIZATION OF THE ARGHITEGT/ENGINEER. z UNLESS OTHERWISE SPECIFIED ALL 6LA55 TO BE INSULATED LOW-E, . CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.t AND ANY I. O Q Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP IDRAWINC5 REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE N O NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND <CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID 5A4^ COMPONENT N RAFTERS SHALL EVALUATION REPORT. 2. &LA55 DOORS AND WINDOW95 SHALL NOT BE INSTALLED UNTIL PROPER PROPOSED DESIGN CODE PRESCRIPTIVE VALUE CLEARANCES ARE PROVIDED. GOMPL I5 0 NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE VALUE CITATION (PER 2020 NY5EGGG) ZIx PERTAINING ARE TO BE FIELD VERIFIED. Q O OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL. APPLICATIONS O 20. CONTRACTOR TO REMOVE 8 RELOCATE A5 REQUIRED ALL. EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.1 CELLULOSIC 3. ALL SLIDING &LA55 DOORS,,SKYLIGHTS,AND ANY CLASS UNIT INSTALLED _ - - - - - - - __ _j WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G205 STANDARD SPECIFICATION FOR WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, p F- IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. UNLESS OTHERWISE NOTED. U-VALUE = 025 MAX. U-VALUE = 0.52 O U) HOLE SHALL NOT BE CLOSER THAN 2 INCHES To THE TOP OR BOTTOM ED6E5. FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 GFM/5F YES w 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFAGTUJRER'S 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH AIR LEAKAGE = 0.30 GFM/SF PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 = w SPECIFICATIONS,UNLESS NOTED OTHERWISE:. 24. NorcrfEs IN EITHER EP6E OF STUDS SHALL NOT BE LOCATED IN THE I.SS. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN MANUFACTURER'S SPECIFICATIONS. to w STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. _ -- - - -- --- -- Z H 22. PROVIDE FIREBLOGKINC AS PER NEW PORK ACCE5SIBILITIY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I E THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1),THE &OVERNIN6 BUILDING CODE,AND ANY ADDITIONAL 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE GEILIN6 R-VALUE R-4q SPRAY FOAM INSULATION MIN. R-VALUE = 49 O Z 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS A5 SET FORTH IN APPLICABLE GORE EVALUATION ENERGY CONSERVATION CON51rRUCTION CODE. '1 THICK (R=7/INCH) PER TABLE R402.1.2 - CLIMATE ZONE 4 YES, M Z O UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE OL05ER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. _ -_ - - ------- >. c O NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-SECTION. 6. PROVIDE FLASHING PAN5 UNDER ALL 5LIDIN6 CLASS DOORS, WINDOWS, OR O O [7 COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. ANY OTHER TYPE OF 6LA55 Uf`VIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. EXTERIOR (2 xb ) WOOD R-21 SPRAY FOAM INSULATION MIN. R-VALUE = 20 (CAVITY) cJ I- m m Z 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL FRAME WALL R-VALUE 3" THICK (R=7/INCH) PER TABLE R402.1.2 - CLIMATE ZONE 4 N = - 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SP'EGIFIEV IN M 2.2.1 THROUGH M 2.2.7. O Z GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIR.EGT'ED TO THE APPLICABLE DETAILS, 7. ALL EXTERIOR DOORS ARE "TO BE WEATHERED STRIPPED AND PROVIDE ALL Z _ Q _ ADAPTED FROM STANDARD FOR HURRICANE_ RESISTANT RESIDENTIAL NOTES, AND TABLES ON PACE 0-005 6 0-004. THE FASTENING SCHEDULE SCREENS AND HARDWARE NECIESSARY FOR PROPER FUNCTION OF SUCH UNITS. to N N m m 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 18.2.1 SQUARE AND COMPLIANCE STATEMENT: F- CONSTRUCTION;55TD 10-41q AND 2018 SSG H16H WIND EDITION HOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE SHEATHING(ANY NAILING Z Q X Q O CONSTRUCTION SPEGIFIGATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING HEX BOLTS AND SCREWS (INCH SERIES). TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFE55IONAL JUDGMENT, THESE PLANS AND SPEGIFIGATIONS ARE IN 8. ALL CLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 w 0 w O Z 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED SHOULD BE GUARANTEED BY TINE MANUFACTURER FOR A PERIOD OF 5 YEARS. COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. 2 z Z Z FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED., 2.22. LAG SCREWS: LA6 SCREWS OR LA6 BOLTS SHALL_ COMPLY WITH ANSI/ 0 Q 0 N SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEC.'$). ASME BI8.2.1 SQUARE AND HEX BOLTS AND 5CREY�i (INCH SERIES). O O O < X HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. q. ALL WINDOWS TO BE ANDEF':SEN. IF CONTRACTOR IS TO SUBSTITUTE WITH <� Q I- Q w 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2.25. TRUS5 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES ANOTHER WINDOW MANUFAGTURZER, IT 15 THE RESPONSIBILITY OF THE INCLUDED IN THE STANDARD BUILDING CODE,SECTION 250E6 OF IBC SHALL 26. COLUMN BEARING A5 FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN CONTRACTOR TO VERIFY THA17 THE CHARACTERISTICS OF THE WINDOW MATCH i�uo ri N It BE USED IN ACCORDANCE WITH MANUFAGTURER'5 RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, THE CAAR RISTI STIGS OF THE:ANDERSUT WINDOW SPECIFIED. THE TREATED WOOD $ FLA5HIN&. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS CHARACTERISTICS ARE AS FOLLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS A MIN. 3/4" OF NON-SHRINK GROUT. ASSET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. ROUGH OPENING, U-FACTOR,LIESHT AREA,VENT AREA,AND EGRESS N N DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/ (2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® REQUIREMENTS. w Ti q AREAS SHALL BE STAINLESS STEEL OR: HOT DIPPED 6ALV,ANIZED. EXIST. WALLS d f2" LONG HOOKED BOLTS ® NEW FOUND. WALL5). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPIN6 SIZE AND0. 0 o POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 6A6E ARE SPECIFIED, MINIMUM A5TM Ab53, STRUC TEMPERED TURAL QUALITY, WINDOWS IN TUB/SHOWER E1VdGLOSURES AND WITHIN STAIRWAYS SHALL BE 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL MASONRY CENTERED POSTING,UN). CRAVE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL MPERZED 6LA55. SHEATHING AND SIDING, FRAMING ANCHORS OR GONNEGTOfRs SHALL BE WIDE 3 COURSES OF SOLID BRICK M ® .O. TABLE R50I•1 CLIMATIC GEOORAPHIG DESIGN CRITERIA PROVIDED AT THE TOP AND BOTTOM Of= CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 0OVERNIN6 BUILDING CODE AND ANY If. EXTERIOR 6LAZIN6 SHALL ME PROTECTED FROM WINDBORNE DEBRIS. AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARWALL,ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE W ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS GLAZED OPENING PROTECTION[SHALL MEET THE REQUIREMENTS OF THE LARGE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) k ANCHOR BOLTS, CODE EVALUATION REPORTS. MI551LE TEST OF A5TM Elggb AND ASTM EI886 AS MODIFIED BY 2020 NY5 BG GROUND SNOW LOAD 25 LBS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG 2.25. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD SECTION 3012.12.1. GARA&E DOOR &LAZED OPENING PROTECTION SHALL MEET I N F INSULATE D RAFTERS EXCEPT WHERE COLLAR TIES OF I'xb OR 2 x4 LUMBER 15 w/b RI5E d w/(2) /4"(P BOLT5 THROUGH CENTER LINE OF VERTICAL LE65SPECIFICATION FOR DRIVEN FASTENERS: NAIL5, SPIKES,AND STAPLES. THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR ALLOWABLE LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH T'O EACH PAIR OF SET b DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. AN51/DA5MA 115. STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 130 MPH RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 12. AS AN ALTERNATIVE TO NOTTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH EXPOSURE CATEC70RY g STORAGE BUILDING 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. GYPSUM WALL BOARD SHALL MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING GORE A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 5' SHALL RAFTERS HAVING SLOPES GREATER THEN 5/12 L/I80 I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE BE PERMITTED AS GLAZING PRZOTEGTION. PANELS SHALL BE PRECUT AND W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY COMPOUND METHOD. MANUFACTURER'S CODE EVALUATION REPORTS, ATTACHED TO THE FRAMING SWRROUNDIN6 THE OPENING. PANELS SHALL BE SEISMIC DESIGN CATEGORY B 16" WITHIN 4' OF EXTERIOR CORNERS. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME: B 18,6.1 PREDRILLED AND SECURED WITrH THE ATTACHMENT HARDWARE PROVIDED AS INTERIOR WALLS a PARTITIONS H/I80 3375 INDIAN NECK LN OTHERWISE NOTED. WATER RE515TANT (W,R) AT BATHROOMS AND WHERE WOOD50REW5 (INCH SERIES). PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE HEATHERIN& SEVERE 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED R301.2.12. ATTACHMENT HARD?WAR.E SHALL BE PERMANENT TO THE FOUNDATION WITH ANCHOR BOLTS HAYING A MIN. BOLT DIAMETER DEEMED APPLICABLE. INSULATION CORROSION-RESISTANT AND TINE ANCHORS SHALL BE PERMANENTLY INSTALLED FLOORS 4 PLASTERED CEILING FROST LINE DEPTH 3-O5 L/360 PECONIC OF I" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR]BOLT SHALL BE 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ON THE BUILDING. PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR (WHERE APPLICABLE) AT HEAT P'RODUCIN6 EQUIPMENT TO EXTEND THREE FEET FIBER.6L.A55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN GONCIRETE/MA50NRY FOIL TO BE PLACED TOWARD WARM SIDE. FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS IN EACH DIRECTION BEYOND THE UNIT(S). Also AT HEAT f'RODUGIN6 ELECTRICAL: DRAWING TITLE: EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM EXTERIOR WALLS WPLASTER OR STUCCO FIN15H H/360 AND AT SPAGIN6 NOT EXCEEDING 4 ON CENTER. CONCRETE PANELS OF 5/&" THIGKNE55 MINIMUM. 2. PROVIDE 2" R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION TO 2017 NATIONAL ELECTRIC,<CODE,NFPA 70 AND 2020 NEW YORK STATE ICE BARRIER REQUIRED YES GENERAL NOTES WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY ENERGY CONSERVATION CON5iTRUGTION CODE. CODES AND REFERENCE STANDARD: 4. FINISH JOINTS,J-BEAD5, NAIL DIMPLES, CORNERS,AND EDOE5 SHALL BE CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS FOUNDATION WATERPROOFING. 2. CONTRACTOR WILL FURN15HI A FIRE UNDERWRITERS CERTIFICATE UPON STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 TO DRY BETWEEN COATS. FINAL GOAT TO BE SANDED SMOOTH. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOW5: COMPLETION OF WORK. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NIEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. S. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND - q" R-50 FOR FLAT GEILIN65 3. SMOKE DETECTORS, IN CONFFORMANGE WITH NFPA 72: ALL OPENIN65. - 525" R-300 FOR VAULTED AND CATHEDRAL GEILIN65 - GENERALLY,VERIFY OR,PROVIDE HARD WIRED 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION SMOKE DETECTORS HP BATTERY BACK-UP IN: WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOED FRAME 6. FASTEN GYPSUM BOARD AS PER FA5TENIN5 SCHEDULE ON PACE 6-003. - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION - 5.25" R-21 FOR FLOORS A. EACH 5LEEPIN6 ROOM 5TRUGTURAL DESIGN LOADS PAGE: (AFdPA) AMERIGAN WOOD COUNCIL (ANC). B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 002m 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YO>RK STATE AREA IN THE IMMEDIATEVICINITY OF USEDEAD LOAD PLUMBING CODE. THE BEDROOMS (6ENERtALLY THE HALLWAY) FLIVE LOAD G- 0l 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW PORK STATE C. EVERY LEVEL OF DIALLING EXTERIOR BALGONIE5 40 psf 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS COIDE. (BASMENT, FIRST FLOOR,, d SECOND FLOOR, ETC,) 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL !ELECTRIC DECKS 40 psf 15 psf CODE,NFPA 70 AND 2020 NEW YORK STATE ENERGY GONSERWATION DATE: 8/25/23 2 OF 4 CONSTRUCTION CODE. PA55ANCER VEHICLE 6ARAGE5 50 psf AS PER PLAN ATTICS WITHOUT STORA6E (MAX CLEAR HOT< 42") 10 psf 15 psf ATTICS WITH 5TORA67E (MAX CLEAR H6T > 42") 20 psf 15 psf wY D ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 15 psf 5LEEPIN6 ROOMS 30 psf 15 psf STAIRS 40 psf 15 psf GUARDRAILS AND HANDRAILS 200 psf 15 pef yJ, O�,f 0 ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 sf 12 psf FOR ATTIC p 15 psf FOR LATH. ®/�= *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE 7-16 (MINIMUM DE510N LOADS FOR BUILDINGS AND OTHER STRUCTURES) OEI `FERAL I I " IE3OL <E I : two EXISTING TO BE DEMO - NEW PARTIAL HEIGFfT d _ LISHED HOOD FRAME: (L.O. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) - - - - - - E1 - - Q � \ p: _ - - - NEW WOOD FRAME (L.G. NEW FOUNDATION WALL =_ _ _ Lu STL. WHEN APPLICABLE:) I LINE OF W LL / - - p J ABOVE co fy) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL O < C cm Q 1 � PROP. IS"xl8° I Q ;I•-' fV PO5T FOR 4" WALLS GONG. PAD FT6.WOOD FRAME: (L.G. 5T1.. � WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL 3' BELOW GRADE I 5' BE I I O 07 POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED '- WOOD FRAME (L.G. 5TL.. —I I I �., }: (o WHEN APPLICABLE) L 2'-0" I N I Q 0 c6 w 0 r•- O 4--+ N SECTION NOTES F.J.AS PER PLAN I 100 , 4-J � � FLOOR PLAN NOTES 0 O c6 TYPICAL ROOF 6 CEILING CONSTRUCTION: H H H H I I Q O • MIN. OF R-49 SPRAY FOAM INSULATION --- - --_-- - - DOOR NOTE: • EXPOSED ROOF/GEILIN6 SPRAY FOAM IN5LUATION TO BE Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON COVERED WITH FIRE RETARDANT PAINT;DC515 OR PLANS BY 'JELD-WEN' (OR EQUAL,). EQUAL I I 2.INSTALL NEW EXTERIOR DOORS 1'IHEN GALLED OUT ON NEW 2"XS" F.J. PLANS BY 'THERMATRU' (OR EQUAL). TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): O PR:OP. 2' WIDE X I' H.T. END AT THIS I I O 3.DOOR TYPE TO SELECT O MIN. R-20 INSULATION W/R-21 SPRAY FOAM P. GONG. FTC. W/5 #5 LOCATION 4.PLACE DOORS 4" FROM PERPENDICULAR WALLS INSULATION O p REBAR 3 FROM BTM. S.INSTALL AS PER MANU SPEG.'s I"X6" CEDAR Td6 WALL FINISH p - y OF FT6. Q , 6.PROVIDE (2) 2"x8" HDR.,U.O.N. m — I ,— — — — — — — p 'I. SEE PAGE 6-005 FOR ALL OTHER FRAMING — O m ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2 STAIR d RAILING NOTE: I I I. � O I •— ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI C PROP. 4" THK. P. GONG. SLAB 4 MIN. 10" Tr - RISERS SHALL BE CLOSED W/6"X6"-10/10 W.W.M. UPON 4" 2. 42" HI6Ff GUARDRAIL 4 SPINDLE: SPAGIN6 (MIN) GRAVEL BASE UPON 6 NOT TO ALLOW PA55A6E OF A 4" (P SPHERE; - 56" HIGH HANDRAIL 3 5PINDLE SPAGIN6 NOT „1 I MIL POLY VAPOR BARRIER t``y Yt f f i—�1Ei=i f f C=f— - I I—III 4—J TO ALLOW PASSAGE OF A 4" m SPHERE 5. 6RIPPABLE RAIL AS PER CODE =1 I I—I 4. RAILING TO BE WOOD I I I-I I I-I I I-I I I-1 I ?-1 I (-1 I I ` ? I I I—I (, (—III-I I (—) I I—III .• I I—III .•. ,'_ = —III I I . III-I 1 I-III-i I I-i I • -1 I 1=1 11= __ •. I 1 I I I I I 1 I IMI-1 I--I II � I � UI , -II= =- - - � Q •— o I I (n Aft SECTION 1 -1/A-101 ! clo SCALE: 1/4". = P-O" I I o m - - - - - -- - - - - - 0 - - - - - - - - - 03 :2 12'-0" I , FABRIC FILTER II II O I1:2" GRAVEL ONALL SIDES 0 I w PERFORATED TRENCH I II n PIPE (I to . I W t:3 Q z N O i I'-4" I I'-O" I I'-O" z O FRENCH DRAIN DETAILS ,�„ I2-a ,1 s 1- SCALE: I/4" = I'-O° cn FROFOSED FOUNDATION PLAN _ U. to w z = f- SCALE: 1/4" = I'-O" Z z o emu ir :� o On0c!) Nmitz oa mo 31'-5y2' \ to Q P m m NE LEG PANEL 15 \ \ z X Q C7 w C7 W tS z Z z z F. \ 0 Q 0 to \ V Q Q w \ r-1 N I \ � \ N t+o \ N N \ vi O in \ PROP. I \ \ PROJECT: INSULATED/HEATED STORAGE I \ t538 5.F � I \ INF INSULATED 1 STORAGE BUILDING INSULATED HEATE m. \ STORAGE ±551 5.F �o o N / 3375 INDIAN NECK LN / PECONIC D / / \ 1 NEW UP � / \ t24R' ® \ \ -DRAWING TITLE: / \OPEN TO PROPOSED FOUNDATION PLAN / \ 11—sy2 /PROP. BELOW PROPOSED FIRST FLOOR PLAN / INSULA7'EDMEATED \ PROPOSED SECOND FLOOR PLAN / \ SINGLE DOOR STORAGE = PROP. 2 ±415 5.F 0: INSULATEDMEATED / \ PROPOSED BUILDING SECTION ,- STORAGE in t4"71 S.F / \ PAGE: A-1 0 :10 / \ in SIN&LE DOOR NE:W UP � I NEW DN (12) RI ® \ (12) RI ® \ t 8" DATE: 8/25/23 3 OF 4 II II II I II II II I I� II I II '�AA M. L - - - - L - - _ _ - - _ _ - _ _ _ _ _ _ _ _�� L -- - - - - - - - - - - - - - - - - - - - - J �� . ;y � FROFOSED LOFT PLAN ©� �E i�ROfi�OS�D �I RST. FLOOR PLAN — — — — — — — — — — — — — — — — — — — — — F SCALE: 1/4" = P-O" = 1,4-15 S.F. H,AE3I7f AE3L.E Si�AGE; 1,4-15 S.F. OR055 AREA 4"71 5.1-. HAE3ITAE3LE SPACE; 1,4-75 S.F. OROSS AREA SCALE: 1/4" = 1'-0" a 0 Lu LLJ J CD CIO Q N +' c Lo O = r- 70 L co O c N z 0 a •co c 2: X CV O O O r-+ c O m Z c N O CD Q c O W 70 U •- U :D 4-J m U c Q .- U) (L Q� PROVIDE "ABESCO FF200 FR 4" FRESH AIR VENT EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS IN FIRE NOTE: I THROUGH ROOF RATED WALLS AND ALL PLUMBING WORK FLOORS/CEILINGS. PRODUCT SHALL CONFORM TO „i CONFORMS TO ASTM E e,14, LOCAL PLUMBING CODE U D 3 1 ASTM E 54,AND UL 14'I9 _v O 1 a m I w C'3 a LEGEND 0O z _ r NOTE: HOT WATER Q v~i o ALL PLUMBING WORK ----- SUPPLY O j SHALL CONFORM TO z It HALF BATH 00 GOLD WATER J HALF BA LOCALP G GOD w 2„I I O SUPPLY O ILJ 2n Ix I CLEAN OUT a U) AS READ w 1 14 � PROVIDE "ASESGO FF200 FR = U. Q' I IL I '3 U EXPANDING FOAM" (OR EQUAL) N w 1L PROVIDE F.A.I. I �U W.G. AT ALL PENETRATIONS IN FIRE z = H W G. I 1= m RATED WALLS AND �- a z 14, I N I Q FLOORS/CEILINGS. PRODUCT � z 0 I -I F CONFORMS TO ASTM E 614, L -- --------€i ASTM E 84, AND UL 14'IQ O G.O. 3 L.._. 1.._.._.._..{, O O a G.O. -- Nm ix o G.O. CONNECT TO i N m z a 4" WATER 5UPPLY X Q 1- 4" HOUSE SYSTEM TO STREET w O w 00 z MAIN DRAIN G.O. w i rWATER MAIN Z z z - W U + pQ pfn Q �.._. _.._..� coi Q �Li Q w 4" TO SEPTIC SYSTEM vi N 04 V N N w O Q N tV 0 ri O PROJECT: INF INSULATED STORAGE BUILDING 3375 INDIAN NECK LN FLUME3I NO RISER - DRAIN / HASTE / VENT PLUMB I N RISER - 5L)FFLY PECONIC 50ALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: P—J.0 1. 0 DATE: 8/25/23 4 OF 4 �VSD A/Re p ��•ylA 037413�' �o FOF to