The URL can be used to link to this page

Home My WebLink About49426-Z pgOFFDI�-c Town of Southold o� oG 6/4/2024 a y� P.O.Box 1179_ 0 C" �. 53095 Main Rd ,o45Ol Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45250 Date: 6/4/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 450 Laurel Way,Laurel SCTM#: 473889 Sec/Block/Lot: 125.-4-24.18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/16/2020 pursuant to which Building Permit No. 49426 dated 6/28/2023 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built"additions and alterations, including pergola covered deck to existing single family dwelling as applied for. The certificate is issued to Hardy,Robert&Mary of the aforesaid building. v SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49426 5/8/2024 PLUMBERS CERTIFICATION DATED Aut+ize& ignature o�SuFF0 TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • �. 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#: 49426 Date: 6/28/2023 Permission is hereby granted to: Hardy, Robert 270 Waverly Ave Unit PH2 Mamaroneck, NY 10543 To: legalize "as built" additions and alterations to existing single-family dwelling as applied for. Additional certification may be required. Replaces BP #45214 1 At premises located at: 450 Laurel Way, Laurel SCTM # 473889 Sec/Block/Lot# 125.4-24.18 1 Pursuant to application dated 6/28/2023 and approved by the Building Inspector. To expire on 12127/2024. Fees: PERMIT RENEWAL $326.20 Total: $326.20 BuilcVng Inspector 1 =f TOWN OF SOUTHOLD �gOPFQ4i�� BUILDING DEPARTMENT x TOWN CLERK'S.OFFICE oy • 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#: 45214 Date: 9/16/2020 Permission is hereby granted to: Hagerman, Ellen PO BOX 278 Mattituck, NY- 11952 To: legalize "as built" additions and alterations (including hot tub) to existing single-family dwelling as applied for. Additional certification maybe required. At premises located at: 450 Laurel Way, Laurel. SCTM.# 473889 Sec/Block/Lot# 125.-4-24.18 Pursuant to application dated 7/16/2020 . and approved by the Building Inspector. To expire on 3/18/2022. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $602.40 AS BUILT - SWIMMING POOL $500.00 CO -ADDITION TO DWELLING $50.00 Total: $1,152.40 ing pector � J Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).. 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10:of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building: 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. -,2. A properly completed application'and consent to inspect signed by the applicant:If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing,to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. '2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy;- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: S La V to I waki L�c�✓eI House No. Street I Hamlet Owner or Owners of Property: E U 1 d Wger m a n Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. D-1 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / V Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ A cant Signature pF SOUr�o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 �� • �o sean.devlin(a�town.southold.ny.us CDUNT`(,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Robert Hardy Address: 450 Laurel Way city:Laurel st: NY zip: 11948 Building Permit* 49426 Section: 125 Block: 4 Lot: 24.18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: MRJ Industries License No: 41853ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1 st Floor Pool New Renovation 2nd Floor Hot Tub X Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt .Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 60A Switches 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: Removed Whip to Hot Tub - Hot Tub Was Removed Inspector Signature: Date: May 8, 2024 S.Devlin-Cert Electrical Compliance Form soVa �lyolo • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SUL%ATIORRN [ ] FRAMING /STRAPPING [ FINAL 4 I'�' l 4 " [ ] FIREPLACE & CHIMNEY [ ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -0 (/ ccoky 4 4-okvl DATE 1�70 INSPECTOR �f SOUTyolo * # TOWN OF SOUTHOLD BUILDING DEPT. cou 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: 4mtoj, ci e. vi K45 �S �- ��UGjv�e., PO4 l o ems. b DATE INSPECTOR �� OF SOUTyO� L q " 7,1� I s L-6L t,,, C # # TOWN OF SOUTHOLD BUILDING'DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O - [ ] RENTAL REMARKS: U U - DATE INSPECTOR OF SOUIh°� f TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPEmCTI ON ( ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ vr'F I N A L DeC.L 44s, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] 7a,:j,,,e [ ] RENTAL REMARKS: ` %j id Z wu-��f. Aa4& - �i.Q ejtr-jx�- o� vi Ala ue4l� k, ae, c-o' . DATE INSPECTOR IV- FOUNDATION(2I ® �r ROUGH PLUMBING ® r _ STATE, ENERGY CODE WIn 10 ��' I I e • I--- \ PYA f G r t� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION'CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov -PERMIT NO. • - Check " . Septic Form 9 Trustees C.O.Application Flood Permit Examine 0 20 �'D Single&Separate r Truss Identification Form Storm-Water Assessment Form - _.. Contact: AM -�C (e Approved- 20 " Mailt6:_0,;' RanK,110V lle. N Disapproved a/c - - • -. :,.' . .. •Phone•J�(D` aly.. �I(�b" Expiration - 20 - } B i spector- J U L 1 6 2020 _ APPLICATION FOR BUILDING PERMIT .,. , �.. l Date I }h. , BUILDING DEPT. , . � . . 20 X) r?' 30LD INSTRUCTIONS a.This applicatidri MUST be completely-filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot-and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Peiiiit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection•throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date..If no zoning amendments or other regulations affecting the property have been enacted in the interim;the Building Inspector may authorize,-in writing,the extension of the permit for an addition six months.Thereafter,a new permit,shall-be required. APPLICATION IS HEREBY MADE to,ihe Building Department for the issuance of a Building Permit`pursuant td the. Building Zone Ordinance of the Town of Southold, Suffolk County;New York;and'other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or'demolition-as' herein'&scribed.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations;and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) c u i ou'l I-e W cavel (Mailing address of applicant). State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician,plumber or builder Ahenjr _a Name of owner of premises (As'on de tax roll or latest deed)_ If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) - Builders License No. Plumbers License No. . Electricians License No. 1 . Other Trade's License No. 1. Location of land on which proposed work will be done: 91_t�o L(A()Po,I wn�g c.au�e I _ House Number Street Hamlet County Tax Map No. 1000 Section lad B C Lot Subdivision Filed Map No. Lot: 2. State existing use and occupancy of premises and intended use and occy ang of proposed construction: a. Existing use and occupancy 316 /Y)I It/ b. Intended use and occupancy ( �{,� ��•, - (d Q(/)�-((� 3. Nature of work(check which applicable):New Building Addition Alteration Repair ._Removal- Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units I Number of dwelling units on each floor J If garage; number-of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front I �_ � Rear 15 Depth_'�2 Height Number of Stories a _ Dimensions of same structure with alterations or additions: Front I y-t . Reari,- E 1? Depth (� Height Number of Stories' f 8. Dimensions of entire new construction:Front Rear Depth al! Height Number 6f 8t6r16s 9. Size of lot:Front. I ��` Rear Depth T D'% - 'a 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES - NO. 13.Will lot be re-graded?YES NO Will excess fill be removed from premises? YES NO. 14.Names of Owner of premises 61I-eri Aaaerm,411 AddressP0 86X 274, M/WtPhone-No.Q-3I-77y- 1937• Name of Architect AA+0 W (I D ` Address l07S 14a/lYliMrlle j2d Plione No. I b=al U-OI(eO Name of Contractor Address Phone No:; 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES , NO.. * IF!YES,;SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE-REQUIRED. b. Is this property.within 300 feet of a tidal wetland? !.YES' NO;, * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is,at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO� * IF YES, PROVIDE A-COPY. STATE OF•NEW YORK) I ' SS: COUNTY OF&FF01 aou sc ol. � being duly sworn,deposes and says that(s)he is the applicant (Nam f 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 knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this s , J+ day of 1 U 14 20 C) Notary Public, UMMM IC.STATE of NEW " M Signature of App icant ft8&re 1M N0.01MC6403M cuoim.a m safto(couMy �neiMNan i�FrbnMry� SUFFOt,� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o '` Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 A Telephone (631) 765-1802 - FAX (631) 76579502 jamesh southoldtownny.gov _ seand(a)-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Zlau Company Name: Electrician's Name: ahzi lo R a 4 11 - A r I-I License No.: Elec. email: - Z ' CW op 441 Elec. Phone No: -Llq 2 2Z[:]I request"fin email copy of Certificate of Compliance Elec. Address.: i,� , o�� ctz,rl JIan JOB SITE INFORMATION (All Information Required) s ' Name: 14a tfL Address: I-altrev Cross Street: 1-p� Tra i Phone No.: G 9 •--5- Bldg.Permit #: ql!N-6 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: i fty Is job ready for inspection?: YES ❑ NO ❑ Rough In Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# El New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION4 1-0 P";d i2oobm roc l d� fFO[ BUILDING DEPARTMENT- Electrical Inspector �O� COGy TOWN OF SOUTHOLD cm Town Hall Annex - 54375 Main Road - PO Box 1179 vs x ;Y Southold, New York 11971-0959 Y Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh D—southoldtownny gov — seand(oDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: M AJ CYGt �' Electrician's Name: 1r\ - License No.: $�j`3-MC Elec. email: - C 0.0 , Elec. Phone No: .-4 f - ❑I request n email copy of Certificate of Compliance Elec. Address.: T All Information Required) J JOB SITE INFORMA 10 N ( Name: Address: Cross Street: bpi %''Q ' Phone No.: q/G%— g -.S Bldg.Permit #: qq nz, email: M/' ,, , p Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION /OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �///ice �✓o� 7�� G/f� ��"I�zCa'��r��cr� >� (.�«"l� Square Footage: Circle All That Apply: 14 Sr'0 Is job ready for inspection?: YES NO El Rough In Final Do you need a Temp Certificate?: YES O NO Issued On Temp Information: (All information required) Service Size❑1 Ph 03 Ph Size: A # Meters Old Meter# ❑New Service0 Fire Reconnect OFlood Reconnect OService Reconnect[—]underground❑Overhead # Underground Laterals 1 2 H Frame .Pole Work done on Service? Y nN Additional Information: PAYMENT DUE WITH APPLICATION 5- �� J200a' PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Water Bond Carbon Micro GrbDis Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC A Hood Blower Service Amps Have Used Sub Amps Have Used Comments =o�OgUFFUty�,OGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • o� 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: Applications and forms must be filled out in their entirety. Incomplete dUf .applications will not be accepted. Where the Applicant is not the owner,and LlJpya�gV �� Owner's Authorization form(Page 2)shall be completed. �� Date:05/22/23 OWNER(S)OF PROPERTY: Name:Mary_Hardy_._...._.._-._____..-__ .._______._ SCTM#1000- Project Address:450 Laurel Way_,Laurel NY 11948 Phone#:914-879-5336 Email:mary_hardy@juliabfee.com______ Mailing Address:450 Laurel Way,-Laurel NY 11948 _ CONTACT PERSON: Name:AMP Architecture, Michelle Sarabia Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631-603-9092 Email:msarabia@am parchitect..com_ DESIGN PROFESSIONAL INFORMATION: Nam e:Anthony Portillo -----_- Mailing AddressrrPO Box ,_Mattituck, N.Y. 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: (]Other Remove of existing hot tub,partial reconstruction of deck,legalizing existing pergola,legalize gas fire pit [Will the lot be re-graded? ❑Yes 9No Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY'INFORMATION j Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to i A_C this property? ❑Yes B No IF YES,PROVIDE A COPY. ® Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as,provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY'MADE to the Building Department for the issuance of a Building Permit pursuant to-the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary inspections.False statements made_herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. l i l Application Submitted print m -AMP Architecture BAuthorized Agent 00wner i i Signature of Appli ant: Date:-04/2B'/23 p�3 ((, STATE OF NEW YORK) S: COUNTY OF ) i i Himp I �10 being duly sworn,deposes and says that(s)he is the applicant j } (Name of individual signing contract)above named, e 4 Agent (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 i that the work will be performed in the manner set forth in the application file therewith. i Sworn before me this i day of -�� _ .2Q� . 4 Notary Public ATE p��''�,, s........,, DeboraAt)tlowski Notary Pt"W,State of New Yo PROPERTY OWNER AUTHORIZATION * aueuc * No.OlOR6280392 % QuatiAed in Suffolk county (Where the applicant is not the owner) "�wY®P�,�, jolonExpirm05/13/2 t��ll11 11�0�� I MGf' �7 GtYG� residing at 7 LG l c vim% W-2- — p p do hereby authorize A M P 141--eh d-eekt r-2 to apply on My behalf to he Town of'Southold Building Department for approval as described herein. 19 ) 7-OZ wn s Signature Date ya r'd Print O ner's Name 2 - Scott A. Russell , 0°SIJFFQ/r'21 5'7C'0]kMWA\' 1E1k SUPERVISOR - MAN , SOUTHOLD TOWN HALL-P.O.Box 1179 v' Z 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold Ol-�y�C}' CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) i DOES ' THIS PROJECT INVOLVE ANY OF THE FOLLOWING: f Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or'stripping of land which affects more than 5,000-square feet of ground surface. [:][!] ,B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Q C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. { ❑® D. Site preparation within 100 feet of wetlands, beach, bluff`or coastal I erosion hazard area. ❑® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑® F: Installation of new or resurfaced impervious surf aces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information,Date & County Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your.Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor;Other) S.C.T.M. °k: 1000 Date l0 District NAME: - -- P J� a�� -71 q/.D� _ Section Block Lot 1' **FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 0 I�.. O 1 o O — — — — — — — — —R.�-N-�) — — — — Reviewed By: r - - - - - - -Date_— Property Address%Location of Construction Work: — — — — — — — [� -, Approved for processing Building Permit. -I 5/y t CA•�X� l V I M O La V re I Stormwater Management Control Plan Not Required. `'1 71 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 Town Hall,Annex Telephone(631)765-1802 s 54375 Main Road a. Fax(631)765-9502 P.O.Box 1179 w,. Southold,NY 11971-0959 i BUILDING DEPARTMENT NOTICE-OF--UTILIZATION OF TRUSS_TYPE"CONSTRUCTION:'PRE=ENGINEERED.: �- - WOOD CONSTRUCTION�ANDIOR TIMBER CONSTRUCTIONT Date:'..-7/I y I A030. Owner: .. -t! `fS -- q/ Lawel Location of Property: L�l l>re►.=-w ay , Please take notice that the (check applicable line): New commercial or residential structure v Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize 5: (check applicable line): Truss type construction(TT) Pre-engineered wood construction (PW) t Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R). Floor and roof framing (FIR) Signature;_- -- - - - - Name (person submitting this form):: W/ -C- Capacity(check applicable line): _ Owner ?� Owner representative TrussReq%docx Effective 1/1/2015 A M P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build LS May 13, 2024 D 0\Vz7E;% J � � t F , TO:Southold Building Department MAY 1 6 2024 54375 NY-25,Southold, NY 11971 i��3�a��T��4, Hardy Property:450 Laurel Way, Laurel, NY 11948 G7ADOrF. SCTM# 1000-125-04-25 Accompanying this Narrative are revised drawings submitted to clarify the scope of work that has been done. The proposed new deck area has had two additional footings added and their diameters have been corrected.Additionally,the existing concrete slab is now to be partially removed instead of entirely. Revised sheets include the following: A-101.01—Revised demolition plan to show partial removal of existing concrete slab. A-102.01—Revised foundation plan shows locations of the two new additional footings (4 total proposed) and amended notes. All Revisions have been clouded on the plans for clarity. Please feel free to contact our office if you have any further questions. Thank you, Anthony Portillo, RA, LEED AP Principal I AMP Architecture, PLLC Page I of 1 XRdHffiCTLiRE Operating Business Address:1075 Franklinville'Rd,Laurel NY 11948 Brooklyn Office:204 251'St,Suite 203,Brooklyn,NY 11232 LLO Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Office Phone:(516)214-0160 LETTER OF TRANSMITTAL DATE: 07/14/2020 TO: Southold Building Department I ti FROM: AMp Architecture '1075 Franklinville Rd Laurel, NY 11948 Enclosed please find: -Building Application for 450 Laurel Way, Laurel -Owner Authorization -CO form -Truss form -Stormwater management sheet 1 ! � J Regards, Doug AMP Architecture 516 214-0160 fl JUL 1 6 2020 5a,pING ID15M Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) 1, M 14410M a h residing at LCMYC f W" (Print property owner's name) (Mailing Address) L�'^r` ( I�•y 1 18 do hereby authorize AMP Architecture (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) E l I /A 16 IW,,,44 a+, (Print Owner's Name)- _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT V400D FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) -. O �v11 w F { NEW WOOD FRAME (L.G. NEW - .FOUNDATION WALL J co �-- I 5TL. WHEN APPLICABLE) Cl) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL t N WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR 6" WALLS), U.O.N. _ O NEW 2-HR FIRE RATED y., � C4 WOOD FRAME (L.G. 5TL. LO N Z O WHEN APPLICABLE O 'co u') c � III X CV O 4-+ O O m °Z C9 N co � a O Q W DEMOLITION NOTE: FRO\/IDE SHORING AND SUPPORT TO ALL AFFECTED -�-J 5TRUGTURAL MEME3ER5 FRI OR TO THE COMMENCEMENT C) •OF AN1' DEMOL I TI CN OR CONSTRUCT 1 ON. m jc + U c- Q • - I - - - - - - - - - - - P - - - - - - -s- - - - � - - - - - - - - - - - - - - - - - - - - I - - - � ' I I : I ` I EXI5T. PROP. 2 5TY. RES. I v -iv (NOT PART OF THISri FILING) I ~a LLI LLJ I 0 EXIST. (2) 2"xIO" U 0 - - - - - - - - - - - - — — — — — — J — — — — — — - - - - - - wZP.T. DRP. 6IIRRMER — `— — — — — — —, — — J N N O � m I I wg dJ W �V C6 I p 0 REMOVE EXISTING 4x4 N q 0 0 F� XIST. 8" SONOTUBES W/ - w POSTS ATTACHED TO U N EXISTING GONG. SLAB x4 P.T. P05T BELOW N `fl Z x ® - - y2 XIST. 61RDER TO REMAIN ® Q 0 tu —4-1 ��I-10" 5 8 -- I Sy2 V) O Z Z QXIST.DR(P�GIRDER 00 inEXISTING BEAM I w W BE REMOVED Q = j d) EXIST. o x ? = ; DECKLL 0 O Q� PORTIONS OF EXIST. FOO IN6 (NOT PART OF p0 Z p Z IOWl�J �� SLAB TO BE REMOVED SUP ORTIN6 THI5 FILING) F �a Q 0 l u X 0.® I LIS X a ® / 2 0 iu in in LUMN lu / 0 0 Va. I F_ I - __ P.T. ORP. GIRDER -�- ITI I r T 7 — — — — — — — — — — — — — — — T 7 7 7 — — — N 1" -------k- Lu II L — — — — — — — — — — — — — — — — — — — — — — — — — — — — I o EXISTING HOT-TUB To BE REMOVED. PROJECT: HARDY DECK, PERG., FIREPIT FOUNDATION DEMOLITION FLAN 50ALE: 1/4" = I'-o" 450 LAUREL WAY LAUREL, NY 11948 DRAWING TITLE: PROPOSED DEMOLITION PLAN PAGE: A-1011. 01 DATE: 05/09/24 3 OF 4 4 • OENDRAL NEW PARTIAL HEIGHT F UND,4 N FLOOR E _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. /11 WHEN APPLICABLE) O FOUND 4 POSTS FOR WD. DECK: I Q EXISTING TO REMAIN4"x4 W P.T. D. P05T 4 12 P 4) P. GONG. 50NOTUBE J 0 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL UPON AS PER NOTED DECK DETAIL (TYP) - - - - - - - - - - - - - - - - - -}- - - - r - - - W Lu 5TL. WHEN APPLICABLE) l S 7. ALL N RAI INKS 5HA AVE 't-3/ _ - - - - - - - - - - - - - - - - - - - - - - - J J M NEW I-HP FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 4 MIN. 10" Tr - RISERS SHALL BE CLOSED Q a--� CV „ 2. 42" HIGH GUARDRAIL 4 SPINDLE SPAGIN6 - - _' " I .� � WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 56" HIGH HANDRAIL 4 SPINDLE SPAGIN6 NOT O 0 POST FOR (5" WALLS), U.O.N. TO ALLOW PASSAGE OF A 4" (P SPHERE I I I - I - (.0 NEW 2-HR FIRE RATED 5. GRIPPABLE RAIL AS PER CODE � WOOD FRAME (L.G. STL. 4. FOR GONG. STAIRS - RAILING SHALL BE I . ° I EXIST. PROP. 2 STY. RES. a I ry -i� ry �v I ( i Z WHEN APPLICABLE) WROUGHT IRON OR GALV. STL. FASTENING (NOT PART OF THIS q p0 a0 0 lC i SHALL BE AS PER RAIL MANU. PROVIDE I I FILING) I H� H ��_ °(u EXTERIOR GRADE PAINT AS RE0'D OR PO� I I X a® X ® � X CV 5. FOR HOODOATINO STAIRS - RAILING SHALL BE 0 0 0 t CL WOOD OR PVC I I I I .° -c 0 m4-J - - - - - - - - - - - - - � I o p o EXIST. (2) 2"xI0° - - - - - J Q d O I � - - - - - .. P.T. DRP. 6I7R�DER' L - - - - - - - IL POURED CONCRETE AND STEEL REINFORCEMENT NOTES: EXIS xa" P.T. LED6 OVIDE O I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I ° DEGG LAG BOLTS JOIST 12" TOP NEW 12" RAVE 5 3' dJ AND BDT.;VERIFY JOIST HANGERS BELOW GRADE W/ x4 EXIST. 4"x4" POST FOUNDATIONS BY AN ANGLE OF 450 PROJECTED OUTWARD AND _ -�V ARE INSTALLED AT ALL F.J. P.T. POST W/A544 IMP. INSTALLED WHEN : DOWNWARD FROM THE BOTTOM OF EXISTIN6 ADJACENT FOOTINGS. 1 ry q O CON. INSTALL POST EXIST. DECK WAS ry q O BELOW NEW GIRDER ND BUILT(TYP) EXIST. 5" SONOTUBES W/ `� Q 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION N 0. STRAP (5EE DETAIL) N 0. ® 4x4 P.T. P05T BELOW SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR I X ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER EXIST. GIRDER w 1 , -ram ENCOUNTERED. I ____ I'-4° 4 V 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. I y�� EXIST. (2) 2"xl0" _ _ _ �_I U P.T. DRP. GIRDEER @- 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT I --L L '- W 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. - _ I IEXIST.NOTE: I 4-J 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED U U I DECK x ALL PLUMBING 4 x ? OF EXIST x ? vIFUEL 6A5 WORK CARBON STEEL ASTMAbI5 GRADE 60. WWM FOR SLABS DO NOT FOOTING I iv pO I/PORTION cV 0O I F TING EXIST. 4"x4" POST (NOT PART OF ry pO O NEED TO BE EPDXY COATED. - 6 GONG. SLAB I - O SHALL CONFORM SUPPORTING ►-�0 REMAINING F `fl I PPORTIN6 INSTALLED WHEN THIS FILING) H E TO LOCAL PER60LA 0. 0. R60LA EXIST. DECK WAS 0. LL 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS Wz ® ® I X ® i FUEL 6A5 GORE 4 SHALL BE STAGGERED. COLUMN I I I G UMN BUILT (rrn) W I UO '7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN L PIPING PENETRATIONS: PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, � I EXIST.12 2"xIO" _ I. PROVIDE "ABESCO FF200 FR COVERAGES, AND PLUMBNESS. L _. _. _. _I I_. _ _ _ _ _.._. _ - _ ._ F.T. DRP_6IRDER- - - - - - - - - - - - - - - - - _ _ _ - - - - - - - •- _2'-8 _ EXPANDING FOAM" (OR EQUAL) 5. CEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD 11EI6HT b'-C' NEW (2) 2"xl0" P.T.I AT ALL PENETRATIONS AT WALLS CONCRETE. AND FLOORS/CEILIN65. DROP 61RDER5 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2.PRODUCT CONFORMS TO ASTM E NEW 12" 50NOTUBES 3' BELOW GRADE n 515TERED TO I I L J GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE W/4x4 P.T. P05T W/AB44 SIMP. CON. _O EXISTING. I L _ _ - - _ - _ -. - _ _ - _ - - ._. - - - - - - - - - - - - - - - Q b14, ASTM E 84, AND UL 14'19 INSTALL POST BELOW NEW 61RDER I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF AND STRAP (SEE DETAIL) CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. O 2. SPECIFICITY OF CONCRETE DEVON MIX SHALL BE BY OTHERS. O IL 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL F- CONFORM TO AGI 506. IL VENT 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN 6ROUND / O�O S O UT I O I `� 1. SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO LEGALIZE TEMPERATURES WITHIN 10° F OF CONCRETE. AN 6A5 SUPPLY REGULATOR OAS FIRE SCALE: 114" = 1'-0" 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. PIT REMOVE AS REG'D. w Z 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE w 2 PERMITTED WHEN NECESSARY. 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR HIGHER v 3 TO OAS AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. N Z 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. N OI-- m m CONNECT TO Q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE w g EXIST. FUEL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 to Q GAS SYSTEM (A5TM 04414/04014M,TYPES G AND E). 03 W 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL W m AREAS EXCEED ONE 5OUARE INCH. Z 0 Q II. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED EXIST. PROP. 2 STY. RES. W 0TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS REACHED A COMPRESSIVE 5TRENOTH OF 500 PSI. (NOT PART OF THIS Z H 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. FILING) o (n0 W /� /� G p p J W l_ AS R15F-R � DUI- I- LY SOIL BEARING CAPACITY NOTE: Z LL STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 501E O LL BEARING CAPACITY OF I TON/5.F. 1 O SCALE: NITS w o Z QO 0 o 0 U d Vx8" LEDGER WRAPPED IN ALUM./ BOLT LEDGER TO EXIST. HOUSE ? AND PROVIDE HANGERS ON ALL I �t G.J. TO LEDGER _ 0 �Q � I in V I Q q�� AS-BUILT o o z < OPEN PERGOLA N n PROJECT: ui 0) ?� EXIST. G.J. PER PLAN I EXIST. -4 '51MP50N' H2.5A I d I (NOT ART OF DECK HARDY 17-\w o RAFTER TIE THIS FILING)0 to N. 4" BETWEEN ED6E5 OF 1-1/2" SQUARE BALUSTER DECK (STYLE TO SELECT) I - 1 PERG.1 FI REPIT NEW DECKING ry 1 SIMPSON H2.5A RAFTER I >x TO MATCH EXISTING ` TIE (OR EQUAL) i ry RAILING POSTS TO BE 5/4"xb" P.T. DECK SECURED TO D.J. PER MANU. N I 450 LAUREL WAY BOARDS IN5TRUCTION5 HALL I w LAUREL NY 11948 A\ LV GIRDER PER © _ (2) 2-r xl0_' GIRDER ALUMN. WRP. PLA /Z� N EXIST. G.J. A5 - - I I PER PLAN - - - - - - - - - - - - - - - - - TYPICAL LEDGER BOARD a"xa" ALUM. COL. W/ TITLE:DRAWING FOR CLO, JOISTS: STEEL GORE. COL. EXIST,H2.5 NEW RAILING TO MATCH / PRE-MANUFACTURED CONNECTORS FROM 2 EXISTIN6 IN LOCATION PROPOSED FOUNDATION PLAN PPER PLAN P.r. BEAM AS NOTED EXIST. "VMP5ON" PGb4 (1) 2 x B TO MATCH DEPTH PRODUCT(TYPJ GIRDER TO G.J. OF EXISTIN6 HOT-TUB. SOLID BLOCK ® 12 O.G. (FOR 5 PLY BM) INTERSECTINN G JOISTS, SECURED H "SIMPSON" BG52-2/4 (2) 5/a 0 x 5 LONG HOT DIPPED PROPOSED DECK PLAN (FOR :2 PLY BM) GAL. LAG BOLTS ® 16" O.G. TO PROPOSED DETAILS 5TUD5 IN WALL 4 METAL J015T PROPOSED GAS RISER DIAGRAM SIMPSON COLUMN HANGERS BY '51MP5ON' (OR EQUAL) GAP ® EA. P05T EXIST. VO FIBEROLAS5 SMOOTH, STRAIGHT PAGE: TUSCAN STYLE COLUMN "SIMPSON" ABA44 CA51 NG BY HB 4 - 7\ ® COLUMN BASE PERMACAST (OR EEGUAL) cV 41k4" P.T. P05T FIELD SPLIT AS REQ'D A-102m II 0l ORADE NOTE: RAIL AS EXIST. "SIMPSON" �/� II PER PLAN P05T BASE PER 12"0 '50NOTUBE' FILLED II POST SIZE SOLID w/P. GONG.- Nu ° DATE: 05/09/24 4 OF 4ON (MIN. 4,000 PSI) o z PATIO GRADE o _ GAS FIRE PIT i (5' DIAMETER) 0 o EXIST. P.T. F.J. I� GAG F0071 NO PE7A I L r2 EXIST. OEO< FEROOLA r7ETA I L A-102.01 A-102.01 °_ SCALE: 5/4" = 1'-0" 50ALE: 5/4" = I'-O" - PROPOSED DEC< FLAN SCALE: 1/4" = 1'-0" Apr RN Q - 7 9 9t cu U) — Lo O ccr, \ ` / .a "� > •p,' r "t �°, _ a y L: .� ,µ Aii1�4MaM'�'duK p'^~w e. � O O � •+J (� ,p I� �' �G SFr EL= 100.0 PROJECT LOCATION & SCOPE SITE PLAN & ZONING DATA n , p / CC) 'T , ate{ t _ .r - t1 W O ` \ k fD .r -fi S+•i•s »- 'F - S•'` � n - �� a a rt, _• •u �,+y .� s ` , tA !...-•- ®®� .00 GENERAL NOTES STRUCTURAL DESIGN CHARTS \ \ C A .. A' f 1:6� / �•„Y"D.' �- 4",'Ya 1 ��w tl^Y°+ . 4/° C 1J . A- 1 O 1 .00 PROPOSED DEMOLITION PLAN W m A/ EXIST. DRIVEWAY A/ \ ` E . ; �, •• r _,° — I ®� .00 PROPOSED FOUNDATION PLAN U ♦ g \ ;�� ,�, "�� ,� PROPOSED DECK PLAN L �$ .2 oo 4 _ � ._ :.. PROPOSED DETAILS _ 77 PROPOSED GAS RISER DIAGRAM Q S'� CLOfA Af A/ r cam / LOGATION MA SCALE: NT5 A/ � / GARAGEA/ Af I r — / REMOVAL OF OF EX I ST I NO HOT TUE3 / FARTIAL RECONSTRUCTION OF 17r-GK Af LEOAL I Z I NO EX I ST I NO FEROOLA r I - LEOAL I ZE OAS FIRE P I T / / LP I / 5T 1 1 FRO.IE�T DATA : A , O ExIST. 2 sTRY ND. PROJECT / ZONINCC DATA py FR. DWELLING 1 y S (NOT PART OF THIS 7AX MAP # 1000-125-04-25 H /� \ ♦ y o� O FILING) 1 w \ p �� p 1 ZONING DISTRICT A-C O fi0_- a� LOT AREA 0.1 ACRE5 �l ` y ��• GofO HOME, PORCH, 8 DECK Z-3310, 823; 07/Oq/200ci \b ,Ali Qe \ �Sj, �� I EFEMA FLOOD ZONE X Lij ----------- ?/ Q LEGALIZE �s ------------ -- WATERNNEGTIO L- 101.2' GAPITIR\ `��--�--- PROJECT: _ COVERAGE \DO '04 EL-qq I DESCRIPTION (FOOTPRINT) AREA COVERAGE HARDY TOTAL LOT AREA 30,g73.0 S.F. EC K, P E R G., FIREP11 o � EXISTING HOUSE 3,4g0.0 S.F. 11.39b i EXISTING FRONT PORCH 500.0 S.F. I.0% 450 LAUREL WAY �'? / EXISTING PATIO 8 DECK 1310.0 S.F. [ Ss� LAUREL NY 11948 OPEN 70TAL AREA OF ALL STRUCTURES 5580.0 S.F. _ 18.03b MAXIMUM LOT COVERAGE ALLOWED: 20% DRAWING TITLE:-- - - / 1 PROJECT LOCATION & SCOPE SITE PLAN & ZONING DATA �i'JQa gj ACCESSORY STRUCTURE REQUIREMENTS �j EXIST. PROPOSED COMPLIES PAGE: EL_ 100.8 MAXIMUM HEIGHT 15, 3' \ 12' YES MINIMUM SIDE YARD 10.0' 26.8' 26.8' YES G-001m00 MINIMUM REAR YARD 10.0' 54.2' 54.2' YES DATE: 04/13/23 J. OF 4 SITE LAYOUT NOTES: I. THIS IS AN ARCHITECT'S 51TE PLAN $ IS SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED MAY 13, 2000 �� sv AND PREPARED BY: +� • PECONIC SURVEYORS, P.G. ti• t N.Y. STATE LAND SURVEYOR LIC. #04a618 (P = P.O. BOX a0a Q� `' �� I L) I L d—1 1250 TRAVELER STREET /� SOUTHOLD, NY I I q71 SITE FLAN (631) ?65-5020 SCALE: 1" = 15'-0" NOTES o$ SFE(.I F I CATIONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS MECHANICAL CONNECTIONS: A55RE Y I AT I O NS i. ALL LUMBER SHALL BE DOUGL.AS FIR LARCH #2 $ BETTER (Fb = 875) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE OF ANY IT 15 THE CONTRACTOR'S RESPONSIBILITY TO AnT RS GONSTWI ILITYDOCUMENT BINDER OTHERWISE NOTED. MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY PRESCRIBED HEREIN. WHEN IT I. ALL MECHANICAL CONNECTIONS SPECIFIED O "SIMPSON" MAY BE TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, CAN BE SHOWN, AND THE AUTHORITY HAVING JURISDICTION FINDS BY EXPERIENCE, MODELING, SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. BD. BOARD INSUL. INSULATION 4PEGIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH COAT. MAINTAIN OR TESTING BY AN APPROVED AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES BFE BASE FLOOD ELEVATION INT. INTERIOR 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED S" MIN. FOUNDATION EXPOSURE. EQUIVALENT OR GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR BY "SIMPSON" MANUFACTURER. Q PROCEDURE SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT(THIS BLDG. BUILDING K KIPS (1000 LB5) 0 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD,AL50 DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD COUNCIL'S WOOD 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES LLI I. NO WORK TO START UNTIL APPROVED' PLANS ARE OBTAINED FROM THE APPLICABLE BUILDING DEPARTMENT. PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",VNLE55 (1) 2"xb" FRAME CONSTRUCTION MANUAL AND THI5 1-5 FORMAT, AS APPLICABLE AS A DERIVED WORK). INDICATED IN "SIMPSON' PRODUCT LITERATURE. THERE MAY BE SEVERAL BM BEAM MANU. SPEG.'s MANUFACTURER'S SPECIFICATIONS J LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" cu 15 NECESSARY TO MATCH FLOOR HEIOHT5 WITH THE EXISTING STRUCTURE. LOADING VALUES,CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER,GLUED LAMINATED TIMBER,PREFABRICATED B.O. BOTTOM OF MAX. MAXIMUM M 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, PREFABRICATED WOOD TRUSSES, GYPSUM, ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. HARDBOARD,AND STRUCTURAL PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS Q N 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED BOT. BOTTOM MECH. MECHANICAL m STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. OR GRADING RULES SPECIFIED IN 1.1 THROUGH I.B. •� 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN BOT I� D O 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE,AND LOCAL CODES FLOORS, ROOFS, AND WALLS. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, INGLUDIN6 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER B.O.W. TOM OF WALL I MIN. MINIMUM O AND AUTHORITIES HAYING JURISDICTION. END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED BY THE 6RADEMARK OF MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. _ - 0 1 11 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS, A LUMBER GRADING OR INSPECTION AGENCY WHICH PARTICIPATES IN AN G.J. CEILING JOIST NAVD55 NORTH AMERIGAN VERTICAL DATUM OF IQ88 IY 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER _ 0 U.O.N. ACCREDITATION PROGRAM, SUCH AS THE AMERIGAN LUMBER STANDARDS COMMITTEE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED COL. COLUMN NYC BC NEW PORK CITY BUILDING CODE a N Z OF THE OWNER/BUILDER OR EQUIVALENT. THE CRADEMARK SHALL INCLUDE AN EASILY DI5TINCUISHABL.E MARK 7. ALL BEAMS,GIRDER5,ETC. TO HAVE MIN. OF 3-1/2" BEARING OR INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE REQUIREMENTS OF U.S. 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY CONT. CONTINUOUS O.G. ON CENTER X N cu 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS DEPARTMENT OF COMMERCE P520-qg. ARCHITECT SHALL BE CLARIFIED WITH THE ARCHITE:GT/ENGINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"xIO" UNL.E55 OTHERWISE NOTED. DBE. DOUBLE OGG. OCCUPANCY O O (,q WITH THE WORK. 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET THE PROVISIONS 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM � O m � ,_. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE OF ANSI/ALTC A 1 010.1 STRUCTURAL GLUED LAMINATED TIMBERS. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED DFE DESIGN FLOOD ELEVATION PBFE , PRELIMINARY BASE FLOOD ELEVATION N b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. UNLESS APPROVED BY THE ARCHITECT/ENGINEER. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NG PREFABRICATED WOOD I-JOISTS O 10. ALL EXTERIOR SHE SHALL BE NAILED AS PER FASTENING SCHEDULE SHALL MEET THE PROVISIONS OF ASTM V5055 STANDARD SPECIFICATION FOR DIM. DIMENSION P. GONG. POURED CONCRETE Q �- O -I. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS AND ESTABLISHING AND MONITORING STRUCTURAL CAPACITIES OF PREFABRICATED WOOD FOUNDATION,CONCRETE. AND MASONRY BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS I-JOISTS, THI5 DOCUMENT,THE GOVERNING BUILDING CODE AND ANY ADDITIONAL I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT D.J. DECK JOISTS PL. PLATE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF EA. EACH PLYWD. = PLYWOOD 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES USING STRUCTURAL THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 9. DO NOT SCALE DRAWINGS, WRITTEN (DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING,GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF A5TM D5456 STANDARD I ELEV. ELEVATION P.T. PRESSURE TREATED NAILING A5 PER FASTENING SCHEDULE ON PACE 0-005 AND GLUED,U.O.N. SPECIFICATION FOR EVALUATION OF STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS 2• ALL FOOTINC75 TO BEAR ON FIRM,VIR61N, UNDISTURBED SOIL L_ 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMEN, THE 6oVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET I EQUIP. EQUIPMENT REOV REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH `TYVEK' HOUSE WRAP OR FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT.,U.O.N. �� APPROVED EQUAL. EXIST. EXISTING RI RISER 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED WOOD TRUSSES 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE,UNLESS AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE 60VERNING BUILDING CODE, AND OTHERWISE NOTED EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN AN5VTPI I NATIONAL DESIGN -- r , STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS,U.O.N. F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER V '- 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' OR055 BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS DESIGN DRAWINGS, OR THE MANUFACTURER'S CODE EVALUATION REPORT. ^ ` RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-0" AND AT EVERY 8'-O". 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS FAR FLOOR AREA RATIO STL. STEEL W 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MEET THE UNTIL 151 TIER OF FRAMING 15 IN PLACE. - _ M 15. THE CONTRACTOR SHALL OBTAIN Gf°RTIFIGATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE PROVISIONS OF ASTM C36 SPECIFICATION FOR GYPSUM WALLBOARD, ASTM C37 F.A.Y. FRESH AIR VENT S.V. SMART VENT -� -}---� W 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-005. SPECIFICATION FOR GYPSUM LATH, OR ASTM C7g SPECIFICATION FOR GYPSUM 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. SHEATHING BOARD. FF FINISHED FLOOR TBD TO BE DETERMINED TIMES, AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED RUBBISH,WASTE MATERIALS,TOOLS, ETC., GLEAN OLA55 AND LEAVE WORK NECESSARY. I.T HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL MEET THE SOLID WITH CONCRETE. FF ELEV. FIRST FLOOR ELEVATION TEMP CL. TEMPERED CLASS BROOM GLEAN. PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF ANSI/AHA AL35.6 HARDBOARD q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. F.J. FLOOR JOISTS THK. THICK U 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 11. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. SIDING. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.5 STRUCTURAL PANELS: 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. DAYS OF 4,000 P.5.1.,U.O.N. GENERALLY,SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB lb. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. I.S.I. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE FRCE FLOOD RE515TANT CONSTRUCTION ELEVATION Tr [TREAD ^ PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 11. GONG. SLABS TO REST ON MIN. OF 6' FINE GRAVEL OR SAND WITH V J THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER COMPLETION OF PROJECT. Ig. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING I (PS 1) CONSTRUCTION AND INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE FR. FRAME TYP. � TYPICAL ^` AS PER PAGE 6-003. VOLUNTARY PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR 12 COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. �JJ 1'7. THE CONTRACTOR SHALL INDEMNIFY . 20 "PT" SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN' AND HOLD HARMLESS THE OWNER WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE EVALUATION REPORTS. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED Q ARCHITECT/ENGINEER, AND THEIR A6ENT5 AND EMPLOYEES FROM AND . . . 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - AGAIN5T ALL CLAIMS, DAMAGES,LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 1.&.2. ORIENTED-5TRAND BOARD (05B), WAFER.BOARD ORIENTED-STRAND BOARD OR (1) WALL TIE PER (3) 50 FT FTC. FOOTING VERT. VERTICAL TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET THE PROVISIONS OF U.S. . . ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING,OR SOAKING UNTIL THE WOOD DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 2 (P52) GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE,L055 OR EXPENSE (A) ABSORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS,DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER PERFORMANCE VOLUNTARY PRODUCT STANDARD FOR WOOD-BASED STRUCTURAL- MAX. 52'-0" O.G.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR. INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK USE PANELS OR APPLICABLE GODS EVALUATION REPORTS. H.D. HOLD DOWN W/ WITH ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (5) IS CAUSED IN MANUFACTURER SUCH SUCH HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, 15. APPLY (1) COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL APPLICATIONS SHALL HDR � HEADER WD. WOOD WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. CONFORM TO ANSI A208.1 AND ANY REQUIREMENTS A5 SET FORTH IN THE FROM FOOTING TO 2" ABOVE FIN15H GRADE. CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY HNGR � HANGER EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHO5E ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOW MANUFACTURER'S GORE EVALUATION REPORT.FOLLOWING: MANUFACTURER'S NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES ZR ZONING RESOLUTION BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRUSS JOIST McMILLIAN IAE MIGROLAM 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. 6EOR61A PACIFIC 2.OE 6-P LAM PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC FIBERBOARD OR A5TM 0208 CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES: STANDARD SPECIFICATION FOR CELLULOSIC FIBER INSULATING BOARD. A. TRUSS JOIST McMILLIAN 2.OE PARALLAM IT NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK,FRAMING, NAILING,PLACING ARCHITECT/ENGINEER. EC.ALL TO BE INSTALLED AS PER MANU. 5P 's 1.8.5. STRUCTURAL PANEL 5101NO STRUCTURAL PANEL SIDING USED IN STRUCTURAL TABLE R501.1 OF CONCRETE, ETC. ARE TO BE CAREFULLY WPERV15ED BY THE CONTRACTOR APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE CLIMATIC 4 OEOORAPHIC DESIGN CRITERIA TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• i-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD VOLUNTARY PRODUCT STANDARD I (PS- 1), THE GOVERNING BUILDING CODE,AND y,I�� EVER APPLICABLE. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN6 BUILDING CODE, ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN APPLICABLE GORE EVALUATION AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN GROUND 5NOW LOAD 25 LB5 AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURERS REPORTS. AUTHORIZATION OF THE ARCHITECT/ENGINEER. Ig. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A CODE EVALUATION REPORT. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL CONFORM TO HE MIN. 10" DEEP PROJEGTIN6 6" ON EACH SIDE OF THE FOUNDATION WALL. STRUCTURAL MEMBER ALLOWABLE BASIC WIND SPEED 130 MPH Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK DEFLECTION NO -NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOTCHES IN THE TOPE BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 22.7. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/A5ME B 18.2.1 5QUARE AND HEX BOLTS AND RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B AFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SCREWS (INCH SERIES). 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED L/I80 EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER AS IN 50LID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B VvHIGH INTERFERES WITH NEW GONSTRUC:TION IN A WORKMANd LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE 2.2.2. LA6 SCREWS: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ A5ME B15.2.1 DEEP 4 3'-O`BELOW GRADE. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE OL05ER THAN 2 INCHES TO THE TOP OR BOTTOM EDGE5. SQUARE AND HEX BOLTS AND 5CREW5 (INCH SERIES). SITE WORK INTERIOR WALLS d PARTITIONS H/150 WEATHERING SEVEN SPECIFICATIONS, UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE 1. STAKEOUT ISTO BE PERFORMED BY A LICENSED SURVEYOR MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF 2.2.3. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES SHALL MEET FLOORS 4 PLASTERED CEILINGS L/360 22. PROVIDE FIREBLOGKIN6 AS PER NEW PORK ACCESSIBILITY STANDARDS. THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 2. VERIFY ALL GIVEN DATA ON DRAWINC5. IF THERE 15 A DISCREPANCY, FROST LINE DEPTH THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED CONNECTED WOOD TRU55 CONSTRUCTION, THE GOVERNING BUILDING CODE, AND ANY 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AIN5T ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. ALL OTHER STRUCTURAL MEMBERS L/240 . TERMITE MODERATE TO HEAVY OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS REPORTS. COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING EXTERIOR WALLS W/PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND GAGE ARE SITE. STOCKPILE ALL EXCAVATED MATERIALS. SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY,GRADE 33 STEEL SHALL BE GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, USED. OTHER METAL CONNECTORS SHALL MEET THE REQUIREMENTS OF THE GOVERNING EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-003 d 0-004. THE FASTENING SCHEDULE 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE CONSTRUCTION;55TD 10-qq AND 200 550 HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING MANUFACTURER'S CODE EVALUATION REPORTS. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 CONSTRUCTION 5PECIFICATION5 ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. w w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 22.5• NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD SPECIFICATION FOR 2 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEC.19). DRIVEN FASTENERS: NAILS,SPIKES,AND STAPLES. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. U HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 22.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES SHALL MEET THE INCLUDED IN THE STANDARD BUILDING CODE,SECTION 2506 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: REQUIREMENT5 OF THE COVERNINO BUILDING GORE AND ANY ADDITIONAL STRUCTURAL DES I C N LOADS BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 3. METAL PLATES, CONNECTORS, SGRE°WS, BOLTS AND NAILS EXPOSED TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. WALL w/STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK &ROUT. 22.75 GREW5: SCREW5 SHALL COMPLY WITH AN51/ASME B 15.6.1 WOODSCREWS (INCH USE LIVE LOAD DEAD LOAD 4) ui DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/(2) 1/2" ANCHOR BOLTS (4" LONG EXPANSION BOLTS AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALL5 rf 12" LONG HOOKED BOLTS a NEW FOUND. WALLS). FOR ANY POSTIN6 ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" EXTERIOR BALCONIES 40 psf 15 psf Q 4. WHERE WINDOWS AND DOORS INTERRUPT ANCHORS WOOD STRUCTURAL PANEL WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). SHEATHING AND SIDING, FRAMING MOF OR CONNECTORS SHALL D HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE DECKS 40 psf 15 psf PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ p PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD 5HEAR 1ALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, 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 PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 w/6" RI5E 8 w/(2) 5/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LEGS HARDY 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 6-005. ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf RAFTERS. �( 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf P E R G■, F I R E P 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf IV' WITHIN 4' OF EXTERIOR CORNERS. 8. SILL PLATE TO FOUNDATION ACCHODACE;SILL PLATE SHALL BE ANCHORED SLEEPING ROOMS 30 psf 15 psf 450 LAUREL WAY TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE STAIRS 40 psf 15 psf LAUREL, NY 11948 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY GUARDRAILS AND HANDRAILS 200 psf 15 psf FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS DRAWING TITLE: AND AT SPACING NOT EXCEEDING WON CENTER. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 12 psf FOR ATTIC GENERAL NOTES p 15 psf FOR GATH. CODES AND REFERENCE STANDARD: STRUCTURAL DESIGN CHARTS 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEE YORK STATE BUILDING CODE, 2020 NEW YOFRK STATE RESIDENTIAL CODE, 2020 *ALL STRUCTURAL DESIGN CONSIDERATIONS, ARE IN CONFORMANCE WITH NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK ASGE 7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURE5) STATE ENERGY CONSERVATION CONSTRUCTION CODE. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF WOOD FRAMING, AND CONNECTION TO FOUNDATION - 200 WOOD FRAME CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER ASSOCIATION PAGE: (AF#PA) AMERIGAN WOOD COUNCIL (AWC). 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE PLUMBING CODE. G-002mOO 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE MECHANICAL CODE AND 2020 NE N YORK STATE FUEL GA5 CODE. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC CODE,NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION DATE: 0 /13/23 2 OF 4 CONSTRUCTION CODE. MEGHANIGAL.FUEL OAS: I. MECHANICAL AND FUEL GAS 5YSTEM5 SHALL COMPLY w/THE NY5 MECHANICAL CODE AND FUEL OAS CODE 2. ALL MECHANICAL SYSTEMS, APPLIANCES, d EQUIPMENT SHALL BE LISTED, LABELED, 6 INSTALLED IN ACCORDANCE w/MANUFACTURER'S SPEC.'S 4 CODE. 3. ALL FUEL OAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINC5 SHALL BE UQUIPPED w/FLAME 5AFEGUARD DEVICE WHICH SHUTS OFF THE FUEL SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT IS EXTINGUISHED. `�� T 4. SUPPLY d RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED y COMPLETELY IN51DE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED TO AN R-VALUE OF AT LEAST (NY5 EGG R403.3): DUGT5 3"0 8 GREATER, LOCATED IN ATTIC: R-8 !! DUCTS UNDE R 3 Q> R-6 LOCATED IN ATTIC: �✓ DUCTS 3"(P 8 GREATER, OTHER POTION OF BUILDING: R-6 DUCTS UNDER 3"0, OTHER PORTIONS OF BUILDING: R-4.2 OE I ERA 5�"r I I dl OL I ENr EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) 1�7 0 EXISTING TO REMAIN uj NEW HOOD FRAME (L.O. NEW FOUNDATION WALL L u 5TL. WHEN APPLICABLE) CD ('7 NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL Q N WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL p POST FOR b" WALLS), U.O.N. - _0 O NEW 2-HR. FIRE RATED >; C0 WOOD FRAME (L.O. 5TL. 0 O N Z 0 WHEN APPLICABLE) CL 'cc , d. c X D N O 4- ' O 00 m C9 NO co Q a O W DEMOLITION NOTE: fi'RO�IDE SHORING ,AND SUFPORT TO ALL AFFECTED -0 STRUCTURAL MEME3ERS FRIOR TO THE GOMMENGEMENT U OF AN`" DEMOLITION OR GONSTRUGTION. (1) :3 4-J m + U Q .- I •: IAdftQ� - - --- - - `- - - - . - - - - - � - - — - - - - - - - - - - - I I - - =—I J. I I I I • EXIST. PROP. 2 STY. RES. I N (NOT FI ) PARTDL OFTHIS I . I I I I . I I •' I I II I EXI5T. (2) 2"XIO" I I I . — — — — — — — — — — — — — — J I L J P.T. DRP. GIRDER — — — — - - — - - - - - — — — — — — - - — — — — — - � -� _v - - — _ - - - - - _ I I I x � I jv x �v I N p O REMOVE EXI5TIN6 4x4 p 0 POST5 ATTACHED TO EX15T. 8" SONOTUBES W/ - ~ ~� 4x4 P.T. PO5T BELOW N Q EXISTING GONG. SLAB N p EXIST. 61RDER TO REMAIN ® I lu ----------- -------------- © EXIST. (2) 2"xl0" .— _ �_ _ _ �� I I I I P.T. DRP. GIRDER II 1 REMOVE I I EXIST. � I EXIST. 2"x8"I I DECK x P.T. D.J. iv FOOTING (NOT PART OF p O Z ® Ib" O.G. I REMOVE EXISTING SUPPORTING THIS FILING) 'L i b" GONG. SLAB TRELLIS X Q I I COLUMN w V II I I EXISTS2 2"xl0" _ � _ _ _ _ _ / - - ------ ----------� f -i - - - P.T. DRP. GIRDER- - - - - - ---- - - - - - - - I �i i Oi EXISTIN6 BEAMEXISTIN6 HOT-TUB I I - - - - - - - - - - - - - - - - - - - - - - - I I ed TO BE REMOVED TO BE REMOVED. I I L - - - - - - - - - - - - - - - - - - - - - - - - - I I Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROJECT: HARDY ECK, PERG., FIREPI FOUNDATION DEMOLITION PLAN 50ALE: 1/4" = 1'-o" 450 LAUREL WAY LAUREL, NY 11948 DRAWING TITLE: PROPOSED DEMOLITION PLAN PAGE: A-101m00 DATE: 04/13/23 3 OF 4 ,,C,pED aI? M. 4 r ;.A of 00,7,..=as O� F�F N -- OE I `FERAL 5 I ME30L I\ I NEW PARTIAL HEIGHT FOUNDATION $ FLOOR PLAN NOTES a_ _ EXISTING TO BE DEMOLISHED (rj� WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) FOUND d P05T5 FOR ND. DECK: I I EXISTING TO REMAIN O 4"x4" P.T. ND. P05T d 10" 0 P. GONG. 50NOTUSE Q NEW FOUNDATION WALL UPON FOOTING AS PER NOTED DECK DETAIL (TYP) - J LU NEW WOOD FRAME (L.G. � • , . , . I I� . _ J co m 5TL. WHEN APPLICABLE) STAIR d RAILING NOTE: - - - - - - - - - - - - - - - - - 1 O I. ALL NEW STAIRS SHALL HAVE MAX.-1-5/4" RI - - _ I I I Q �-� CV NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 8 MIN. 10" Tr - RISERS SHALL BE CLOSED I I I I I I '� IUD " 2. 42" HIGH GUARDRAIL # SPINDLE 5PACIN6 0 WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; 2 WHEN APPLICABLE) (MIN. (2) xb1 STRUCTURAL 56" HIGH HANDRAIL 8 SPINDLE 5PACING NOT - p POST FOR 6" WALLS), U.O.N. TO ALLOW PA55A6E OF A 4" 4) SPHERE I I I - _ _ I I I I - }: (9 NEW 2-HR FIRE RATED 5. GRIPPABLE RAIL AS PER CODE a WOOD FRAME (L.G. 5TL. 4. FOR GONG. STAIRS - RAILING SHALL BE I I EXIST. PROP. 2 STY. RES. I N �O n-9O I I I I O O N z O WROUGHT IRON OR 6ALV. 5TL. FA5TENIN6 (NOT PART OF THIS 0 Q 0- •- WHEN APPLICABLE) SHALL BE AS PER RAIL MANU. PROVIDE I i FILING) I I I N EXTERIOR GRADE PAINT AS REO'D OR I I IL 0 POWDER COATING I I 1u ® uX, ® I I x O 4, P 5. FOR WOOD STAIRS - RAILING SHALL BE I I I I I I I O m •� WOOD OR VG � • I I I � : I I :• I a o0C EXIST. (2) 2"AO" go- 2 G 0 - - - - - - - - - - � :. I P.T. DRP. &IRDER I L - - - - - - - - - - - - � w POURED CONCRETE AND STEEL REINFORCEMENT NOTES: I EXIST.2"x8" P.T. LEDGER;PROVIDE O - I I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I dJ AND WT.;VERIFY JOIST HANGERS 4" DECK LA6 BOLTS ALT. 12" TOP EXIST. 4"x4" P05T dJ INSTALLED WHEN x v FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND x -jV ARE INSTALLED AT ALL F.J. NEW 8" SONOTUBES 3' �v 1 DOWNWARD FROM THE $OTTOM OF EXI5TIN& ADJACENT FOOTIN65. I N O EXIST. DECK WAS iV p Q BELOW GRADE W/4x4 P.T. Q I= - EXIST. 5" 5ONOTU5E5 W/ BUILT(TYP) - 1 Q I 12 F0 POST W/AB44 51MP. CON. 4x4 P.T. POST BELOW ~ ~- 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION Ul R INSTALL P05T BELOW NEW 0 SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR I X ® EXIST. &IRDER X ® I ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER w I GIRDER AND STRAP(TYP. I r- --- 3 TOTAL) � ENCOUNTERED. --- - ---- -- I 5. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. EXIST. (2�2"xlo" I � I - @ P.T. DRP. 61RDER - �- `/ - - 1 n l 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT I I I W NOTE: 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 518 CODE. i I EXIST. ALL PLUMBING d 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED d)�V I DECK x jv I ■ FUEL OAS WORK CARBON STEEL A5TMA615 GRADE 60. HAM FOR SLABS DO NOT I O I O I FOOTING EXIST. 4'x4 P05T O p FOOTING N = Q " (NOT PART OF p O SHALL CONFORM NEED TO BE EPDXY COATED. - I - I J � TO LOCAL SUPPORTING I � H%D 1 3 �� I SUPPORTING INSTALLED WHEN THIS FILING) lL PER60LA VPER5OLA EXI5T. DECK WAS Q PLUMBING CODE d 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 1 ® I ® 1 X OFUEL GAS SHALL BE STAGGERED. COLUMN I 1 COLUMN BUILT(TYP) w i j T PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN I L i / L PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, 1 EXIST. 2 2NIO" _ _ @ _ _ _ i PIPING PENETRATIONS: - - - P.T. DIZF' IRDER- -- �✓ I. PROVIDE "ABESGO FP200 FR COVERAGES,AND PLUMBNE55. - - - � - - - _ - - - - - - - - - - - - _ _ - _ - - - - _ _ _ _ _ EXPANDING FOAM" (OR EQUAL) V) 8. CEMENT SHALL CONFORM TO A5TM 0-55 FOR STANDARD WEIGHT - - - - -. AT ALL PENETRATIONS AT WALLS CONCRETE. NEW(2) 2"xIO" P.T. DROP - - - - - I I I AND FLOORS/GEILIN65. GIRDERS 515TERED TO I I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - i I I 2.PRODUCT CONFORMS TO A5TM E CONG - GOLD WEATHER POURING 4 CONCRETE MIXTURE EXI5TIN6. Q 514, A5TM E 84,AND UL 14"Ki - I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF Q HATCHED AREA OF NEW CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE DECKING # STRUCTURE. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. &RAVEL TO BE LAID IN AREA Qr OF REMOVED GONG. SLAB. O 2. SPECIFICITY OF CONCRETE DF-51ON MIX SHALL BE BY OTHERS. IL O 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL CONFORM TO AGI 506. w VENT 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN 6ROUND / i�fi�Oi�OSD FOUNDATION PLANSURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO GAS SUPPLY LEGALIZE TEMPERATURES WITHIN 10° F OF CONCRETE. SCALE: 1/4 I- �- O REGULATOR 6A5 FIRE 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. PIT REMOVE AS REOV. 0 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE PERMITTED WHEN NECESSARY. TO GA5 ?. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR HIGHER MAIN AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD HEATHER POURING. Z lu CONNECT TO 11. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE N EXIST. FUEL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 GA5 SYSTEM (A5TM G494/0444M,TYPES G AND E). m 10. CONSULT ARCHITECT WHEN STEEL EMBEDOMENT GROSS SECTIONAL AREAS EXCEED ONE SQUARE INCH. 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED EXIST. PROP. 2 STY. RES. TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS REACHED A COMPRE551VE 5TREN&TH OF &00 PSI. (NOT PART OF THIS FILING) 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. OAS RISER '� SU I- I- LY SOIL BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 501E SEARING CAPACITY OF I TON/5.F. IN- 50ALE: NT5 w 0 U 2"x8" LEDGER WRAPPED IN ALUM./ w BOLT LEDGER TO EXIST. HOUSE AND PROVIDE HANOER5 ON ALL v I w G.J. TO LEDGER z _ Qw A5-BUILT Q= z < OPEN PERGOLA 1 n w 41-0" 12'-5" ® Q PROJECT: IOU � EXIST. G.J. PER PLAN I � 1 EXIST. t� �� IDECK 4 _ 'SIMPSON' H2.5A w I (NOT PART OF HARD a m MIN. 4" BETWEEN EDGES OF RAFTER TIE w �? I THI5 FILING) EC;K, P E R G., F I R E P 1-1/2" SQUARE BALUSTER 11 (5TYLE TO SELECT) I - NEW DECKIN6 x n TO MATCH EXI5TIN6� i- SIMPSON H2.5A RAFTER iE ry � i TIE (OR EQUAL) I 450 LAUREL WAY RAILING POSTS TO BE 5/4"xb" P.T. DECK SECURED TO D.J. PER MANU. BOARDS INSTRUCTIONS WALL LAUREL NY 11948 GIRDER PER ® (2) 2"xIO" GIRDER ALUMN. WRP. 11 vPLAN ZEEXIST. G.J. AS - - - - PER PLAN - - _ - - - _ - _ - - - - - _ J DRAWING TITLE: TYPICAL LEDGER BOARD 8"x8" ALUM. COL. W/ i FOR GL6. JOISTS: STEEL CORE. COL. EXI51. H2.5 NEW RAILING TO MATCH P.T. D.J. AS (I) 2"x BD. TO MATCH DEPTH OF PRE-MANUFACTURED CONi`EGTORs FROM 2 EXISTING IN LOCATION PROPOSED FOUNDATION PLAN PER PLAN P.T. BEAM AS NOTED EXIST. "51MP50N" PG64 INTERSECTING JOISTS, SECURED w/ PRODUCT(TYP) GIRDER TO G.J. OF EXISTING HOT-TUB. PROPOSED DECK PLAN SOLID BLOCK ® 12" O.G. (FOR 5 PLY BM) (2) 5/&" 0 x 5" LONG HOT DIPPED PROPOSED DETAILS SIMPSON BC52-2/4 GAL. LAG BOLTS ® IV' O.G. TO (FOR 2 PLY BM) STUDS IN WALL d METAL JOIST PROPOSED GAS RISER DIAGRAM 51MP50N COLUMN HANGERS BY '51MP5ON' (OR EQUAL) GAP ® EA. P05T EXIST. 5"(P FIBEROLA55 SMOOTH, 5TRA10HT PAGE:: TU50AN STYLE COLUMN "SIMPSON" ABA44 GA51N6 BY HBd ki 0 COLUMN BASE PERMAGA5T (OR EQUAL) - ry44"x4" P.T. P05T FIELD SPLIT AS REQ'D /A-1 0- 2- ■ 11 GRADE NOTE: RAIL AS EXIST. "SIMPSON" 12"(P '50NOTU5E' FILLED D II _ PER PLAN POST BASE PER SOLID w/P. GONG. oU P05T SIZE 4 OF 4 (MIN. 4,000 PSI) Z PATIO ON GRADE DATE: 04/13/23 D r-r L GAS FIRE PIT (V DIAMETER) �� o EXIST. P.T. F.J. D AR��. DEC< FOOTI NO DETAIL rf EXIST. DEGlK FEROOLA DETAIL A-102.00 SCALE: 5/4" = P-O" A-102.00 SCALE: 5/4" = I'-O" 03' 14? FROPOSED DEC< FLAN SCALE: 1/4" = 1'-0" to W wrl W W > LLrm r- z N L - U-) 0 / ARoA`+"ley O �t m O CL ------ LEGALIZE HOT TU5, FIRE FIT � TRELLIS PROJECT LOCATION & SCOPE � = w / SITE PLAN & ZONING DATA z J 00 \ � _ Q Z `4 O / �0 -QQ� •QQ GENERAL NOTES z >; STRUCTURAL DESIGN CHARTS m N ELECTRIC L- w co EXIST. DRIVEWAY ` L— --------- — ----- ---- —--— r- rl / Q I •QQ FOUNDATION PLAN �j�1SPECT9t�I` RF '=.SIRED o Q � „ FLOOR PLANS�� LOT"GQ1tERA�GE -�'�»1 51`ING DETAILSAILS w DESCRIPTION AREA LOT GAS RISER COVERAGE W TOTAL LOT AREA 30 Q73.0 S.F. � COMPLY WITH A _ CODES OF = NEW YORK STATE TOWN CODES 0 -� EXISTING HOUSE 3,4g0.0 S.F. 11.3% AS REQUIRED AND :ONDITIONS OI-- Q EXISTING FRONT PORCH 300.0 S.F. I.O`3o APPROVED AS NOTED�� " / / DATE: B"P. EXISTING PATIO DECK 1,7a0.0 S.F. 5.89b �; F_E: ti I TOTAL AREA OF ALL STRUCTURES 5,580.0 5.F. 15.0% NOTIFY BUILDING DEPART M AT S ' T' _ , t '.." TE7 �0 / � / GARAGE I _ I I MAXIMUM COVERAGE ALLOWED = 20% 765-1802 8 AM TO 4 PM FOR THE v >& 1oFOUNDATION INSPECTIONS:TWO REQUIRED / I FOR POURED CONCRETE ' F'ROJEOT / ZQNING� i�AT, 2. ROUGH - FRAMING & PLUMBING 3. INSULATION Q ExT; I TAX MAP # 1000-125-4-25 4. FINAL CONSTRUCTION MUST OCCUPANCY R BE COMPLETE FOR C.O. / I 1 ZONING D15TRICT A-G ALL CONSTRUCTION SHALL MEET THE USE IS UNLft ;.- �/ / LP I - REQUIREMENTS OF THE CODES OF NEW / a LOT AREA / I 30,ci73 S.F. YORKATE. NOT RESPONSIBLE FOR WITHOUT CER rr; A E DE CONSTRUCTIONERRORS. OF OCCUPANCY / ST I 1 WETLANDS D I STR I GT N/A I I DEC P15TRICT N/A AdditiOnal / certiiCattOrl / O ` HOUSE, AREA EXISTING < PROPOSED TAay Bc Required. EXIST. 2 5TRY AID. ° I 1 FLOOR AREA 3,4g0 S.F. - / FR. DWELLING 1 (NOT PART OF THI5 °yam o ' _ --------- Z O \ �oo�c1� �° 1 _------------------------------- w LEGALIZE ------------------------ R G NNI=GTION O / G 4J A5 FIR s � I � � _ --- --- WATE � U EL= 1O1 .2' PIT o, -- , 00 FL w R,=4<�oo / - �� EDr,cry A O F N L- PROJECT: S b4`✓ ... .r. , r e>. yy , HAGERMAN , 100.8 y. i u e , t ry. = RESIDENCE a, C t< , > -W t{ , , — SITE FLAN 5F SCALE: O IS O 450 LAUREL WAY •" £ . y . w LAUREL NY 11948 , > d > 1 ; b DRA WING TIT LE: "s ,c PROJECT LO CATION & SCOPE , Y o r } wrw.w!w�+�rar+ww�r .c+�,j.�a�,:ar�a,ftark�r4 snW 4 ctar404;4io 1:0+wr ray .•.ioni. wry; SITE PLAN & ZONING DATA , ^< r.. . 1 -K : S 3 u ,i , , s -- I LAYOUT O PAGE: SITE YO T NOTES: ` _ I. THI5 IS AN ARCHITECTS SITE PLAN 8 IS . <. , `- SUBJECT TO VERIFICATION BY A LICENSED - "a: < 1 R f 5U VEYOR. THE INFORMATIONG-00loOO e, s^ 3` ;a REPRESENTED ON THI5 SITE PLAN 15 TO THE ARCHITECTS F KN G G ITEGTS BEST O OWLED E. „ r 2. SURVEY INFORMATION WAS OBTAINED : •.,., ,:r . ., , '., "'. " ; :;'.,...• ' , -. .:;.:::: . ;,:% ^ ':# � N 4 3 FROM A SURVEY DATED Marc t h 2? 200 ,f < AND PREPARED BY «: » , DATE: 09 11 20 1_ / OF 3 sus�cr PROPERTY ' O RLS a / ANTHONY ABRUZ , ..: .✓.. .. ,.. , .: >.. < ems^ .. 4 t REGISTERED LAND SURVEYOR .„ 1500 HORTONS LANE x SOUTHOLD NEW PORK < (630-20Q-0676 LOCATION MAi=' P ,. , a_,. FOR JORP SCALE: NTS H' i QU N•i. r If a'? W cfl O �t m O 0� r� LE,_: ALI ZE HOT TUB, FIRE FIT TRELLIS - - o � PROJECT LOCATION & SCOPE = J SITE PLAN & ZONING DATA Z -� � Q > 0 0 GENERAL NOTES Z . 4 / \ STRUCTURAL DESIGN CHARTS < Z N cr � EXIST. DRIVEWAY \ \ G = !o / \ � I O •Q� FOUNDATION PLAN p R 2 FLOOR PLAN � , s $oo S 2.77 L:OT,.GO�I�fiZAGE ,=-..EXISTt 6' DETAILSit ��$ 1 1 DESCRIPTION AREA � LOT GAS RISER / COVERAGE U qp \' - TOTAL LOT AREA 30,a73.0 S.F. EXISTING HOUSE 3,4ct0.0 S.F. 11.330 EXISTING FRONT PORCH 500.0 S.F. 1.0%, EXISTING PATIO DECK 1,7liO.O S.F. 5.a% t)ry - I TOTAL AREA OF ALL STRUCTURES 5,550.0 S.F. I B.0 GARAGE 1 MAXIMUM COVERAGE ALLOWED = 2030 / � m I FRIOJEGT./, ZONING DATA ,,/ \ TAX NAP # 1000-125-4-25 ZONING DISTRICT A-G / LP / LOT AREA 30,Q73 S.F. / 1 WETLANDS DISTRICT N/A / ST I 1 DEC DISTRICT N/A o I ' HOUSE FLOOR AREA ' EXISTING PROPOSED / O EXIST. 2 STRY WD. 1 - \ \ G O. FR. DWELLING y FLOOR AREA 3,4ci0 (NOT PART OF THIS / \ y� �Lyo�� O 0 FILING) I , d43 bs.ol LLI LEGALIZE s 1 ---- In1ATER G�NNEGTION o / GAS FI � ------"- EL.= 10 1 .2' PIT� o. Q �� ---------- �- O Lii 00 LLI o Ds- 374 �QF N EL= PROJECT: ..:. s e, ��.f s'a4s ff "rib"e HAGERMAN ;, I r, , �5. ,n r ... RESIDENCE 46 SITE FLAN . , . ,:.. ,;. ,. . ... v = a. n a SCALEI - , t.b i.. ✓. 450 LAU REL WA > 1 LAU REL, NY 11 948 �r yam. u . i ,t , n, i yv. ^ i „ , kr , y • , : . DRAWING TITLE: PROJECT LOCATION & SCOPE w ' SITE PLAN & ZONING DATA xs , , A ....,. .;.. :<:... ;,`... dioo�. krt..�krr� +GiarMs �.�oboi �loe±l►1'�a!'dV.A�!wRlidMi Hf�rpng:;ayo jmw+.r t.aur. A- , - l y > i x., , n a` PAGE: SITE LAYOUT NOTES: 4. I. THIS 15 AN ARCHITECTS SITE PLAN 8 IS » SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION � 4 O ' ,,., fro, *;�, REPRESENTED THI I AN H ,,ON SSTEPL IS TO ' , < G-001m00 ARCHITECTS BEST OF KNOWLEDGE. �+ 2. SURVEY INFORMATION WA5 OBTAINED r FROM A SURVEY DATED March 7 00 �9 C 5 3 ' AND PREPARED BY: ` '`P DATE: 09 11 20 ' sue.�cr Rn / / 10F 3 ANTHONY ABRUZO S .... , RL , ', REGISTERED AND SURVEYOR " ,h z�.^ r a > 1500 HORTONS LANE ,tr ji SOUTHOLD NEW PORK " r� SCALE: NTS CARPENTRY SITE WORK NOTES SPECIFICATIONS 1. ALL LUMBER SHALL BE DOUGLA5 FIR LARCH #2 d BETTER (Fb = 615) UNLESS I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR A55RE /I AT I O}�I C OTHERWISE NOTED. 1..�LJ Y I I�l J IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRICTION DOCUMENT BINDED 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, a 0) T06ETHER AT ALL TIMES. IT 15 ALSO THE C.ONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE 16" ABOVE SCRATCH GOAT. MAINTAIN RECEIVE CLARIFICATION FROM ARCHITEOVENOINEER PRIOR TO PROCEEDING. BD. BOARD K KIPS (1000 LBS) Q V N SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 8" MIN. FOUNDATION EXPOSURE. 5. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. BFE BASE FLOOD ELEVATION MA U PEC.'s MANUFACTURER'S SPECIFICATIONS 5. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING W GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb:: SITE. STOCKPILE ALL EXCAVATED MATERIALS. ,BLD6. BUILDING MAX. MAXIMUM J }. d' I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 4 NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE Z ~ APPLICABLE BUILDING DEPARTMENT. BM BEAM �MECH. MEGHANIGAL I- 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE Q (n cq FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. = Z N 2. ALL GONSTRUGTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. B.O. BOTTOM OF MIN. MINIMUM � ALL DIMENSIONS,CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. J Ln STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINC75 IN BOT. BOTTOM NAVD68 NORTH AMERIGAN VERTICAL DATUM OF l§ O IA Y FLOORS, ROOFS, AND WALLS. _j 0) O TA 5. ALL WORK SHALL CONFORM TO NATIONAL, STATE,AND LOCAL CODES MEGHANIGAL. FUEL 6A5: B.O.H.-� BOTTOM OF WALL NYC, BC NEW PORK CITY BUILDING CODE O AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, U.o.N. I. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/THE G.J. CEILING JOIST O.G. ON CENTER Ixx et m O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY NYS MECHANICAL CODE AND FUEL GAS CODE O OF THE OWNER/BUILDER '7. ALL BEAMS, GIRDERS,ETC. TO HAVE MIN. OF 5-1/2" BEARING IFDOUBLE OGG. OCCUPANCY 0- 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 5. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Z � SHALL BE CLARIFIED WITH THE ARCHITECT/ENCINEER BEFORE PROCEEDING, O � WITH THE WORK. 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE DIM. DIMENSION (P GONG. POURED CONCRETE = W P.T. 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE D.J. DECK JOISTS PL. PLATE Z J 00 UNLESS APPROVED BY THE ARGHI'TEGTIENCINEER. 10. ALL ON PAGE 6-003R SHEATHING 59H�EATN SHEILED ATHING OF I/2" THICKNES PER SS ON WALLS AND EA. EACH PLYWD. PLYWOOD a Z m C) '1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND IS OF COX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS J BEFORE THE START OF FRAMING FOR APPLICABLE.ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ELEV. ELEVATION P.T. PRESSURE TREATED Y O 6. DRY WELL5 A5 REQUIRED BY STATE AND LOCAL CODES. EQUIP. EQUIPMENT REQ'D REQUIRED z >: 4 11. SUB FLOORING,GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. Q Z ri 41. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TACE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PAGE 6-005 AND GLUED,U.O.N. EXIST. EXI5TING RI RISER m J N 10. OHNER/BUILDER ARE RESPONSIBLE FOR ALL INSPE:TION5, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR EXT. EXTERIOR RM. ROOM Lf) ri uj (b CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 0 J mO. II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHT'S AND AT AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. FAR FLOOR AREA RATIO STL. STEEL PERMISSION FROM THE ARCHITECT'. uj 14. PROVIDE 'X' CRO55 BRACING AT JOISTS,STUDS, AND RAFTERS WHEN SPANS F.A.V. FRESH AIR VENT S.V. SMART VENT 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERV15ION OF THE WORK AND IS EXCEED 6'-0" AND AT EVERY 6'-O". RESPONSIBLE FOR DESIGN INTENT ONLY. FF FINISHED FLOOR TBD TO BE DETERMINED V 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PACE 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 6-003. FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLA55 LU 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS F.J. FLOOR JOISTS THK. THICK = 6 J TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. RUBBISH,WASTE MATERIALS, TOOLS,ETC„ GLEAN GLASS AND LEAVE WORK FRCE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. - � TOP OF WALL Q ¢ BROOM GLEAN. IT. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL I& AT "WET WALL" PARALLEL TO J015T5 FRAME DOUBLE J015T AS PER CODE. FR. FRAME Tr TREAD LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY,SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB FRPR. FIREPROOF TYP. TYPICAL ~ AND ORDINANCES. FLOOR SHALL NEVER EXCEED A I6 SPAN. 4 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF Icl. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING GYP. BD. GYPSUM BOARD U.D.N. UNLESS OTHERWISE NOTED THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS PER PACE 6-005. H D. HOLD DOWN V.I.F. VERIFY IN FIELD w COMPLETION OF PROJECT. 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN HDR HEADER w/ WITH IT. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD ARCHITEGT/EN6INEER, AND THEIR A&ENT5 AND EMPLOYEES FROM AND TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER HN6R HANGER � WOOD AGAINST ALL CLAIMS, DAMAGES, L055E5 AND EXPENSES, INGLUDIN6 METAL BY REPEATED BRU5HIN6, DIPPING, OR SOAKING UNTIL THE WOOD ATTORNEYS FEES ARI51146 OUT OF OR RESULTING FROM THE PERFORMANCE OF ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, INSUL. INSULATION ZR ZONING RESOLUTION THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, INT. INTERIOR INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH AS: LEDGER 5D., BILL PLATE, DECK CONSTRUCTION, ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) IS CAUSED IN ETC, ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY A. TRUSS JOIST McMILLIAN IAE MIOROLAM BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A B. GEORGIA PACIFIC, 2.OE 6-P LAM PARTY INDEMNIFIED HEREUNDER. PSL (PARALLEL STRAND LUMBER) DENOTES: A. TRUSS JOIST McMILLIAN 2.OE PARALLAM 16. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING ALL TO BE INSTALLED AS PER MANU. SPEC.'s BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING,, NAILING, PLAGIN6 OF CONCRETE,ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22. I-JOI5T FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAHINC75 AND ANY ADDITIONAL REQUIREMENTS SETT FORTH IN THE MANUFACTURER'S AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CODE EVALUATION REPORT. AUTHORIZATION OF THE ARCHITECT/ENGINEER. 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL la. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED 20. CONTRACTOR TO REMOVE d RELOCATE AS REOUIREED ALL EXISTING WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED6E5. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE SPECIFI0ATION5, UNLESS NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED 22. PROVIDE FIREELOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/6" TO THE EDGE OF THE STUD. 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CR.O55-5ECTION. UNAUTHORIZED USE UNDER FEDERAL. LAW BY THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 (AWCPA), WHICI• HAS SEVERE PENALTIES. 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM IS USED. THE N CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, F' NOTES, AND TABLES ON PAGE 6-005 d 6-004. THE FASTENING SCHEDULE w CODES AND REFERENCE STANDARD: SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL GODS, 2020 SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED v NEW YORK STATE PROPERTY MAINTENANCE CODE,AND 2020 NEW YORK 5HEAR44ALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEG.'s). STATE ENERGY CONSERVATION CONSTRUCTION CODE. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF Q WOOD FRAMING, AND CONNECTION TO FOUNDATION - 20I6 WOOD FRAME HOOD COLUMN BEARING AS FOLLOWS: CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, (AFdPA) AMERIGAN WOOD COUNCIL (AWG). TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. WALL w/STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT. 5. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SECURE w/(2) 1/2" 40 ANCHOR BOLTS (4" LONG EXPANSION BOLTS PLUMBING GODS. EXIST. WALLS d 12" LONG HOOKED BOLTS® NEW FOUND, WALLS). FOR ANY POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (6 MIN. 16" 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.NJ. MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. HOWEVER, WHEN COLUMN OR POSTING 15 PART of THE LOAD PATH FOR USE -�-�� R�O IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ CLIMATIC GEOGRAPHIC DESIGN CRITERIA �gEp',� . 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, .�w C CODE, NFPA-70 AND 2020 NEW YORK STATE ENERGY CONSERVATION U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 6" LONG ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS C�� CONSTRUCTION CODE. SET�" R1 ST.,U.O.N. 5/4ADD0I ADDITIONAL IF THROUGHCENTER FOUND LINE PAGE VERTICAL LE65 GROUND SNOW LOAD 25 LBS �jV �3 I� d/��/ �C1� STRUCTURAL MEMBER ALLOWABLE BA510 WIND SPEED 150 MPH DEFLECTION GENERAL WIND PROTECTION CONNECTION NOTES: FOUNDATION. CONCRETE, AND MASONRY A ! ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT r RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B ' CONSTRUCTION;S5TD 10-41ci AND 2018 5BG HIGH WIND EDITION WOOD FRAME APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE (P CONSTRUCTION SUB-CONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS L✓I60 Q- 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. SEISMIC, DESIGN CATEGORY B T FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. F INTERIOR WALLS d PARTITIONS H/I60 Q 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL E 2. APPROVED CONNECTORS, AN040R5 AND OTHER FASTENING DEVICES NOT WEATHERING SEVERE INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC, SHALL 5. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT.,U.O.N. FLOORS d PLASTERED CEILINGS L/560 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. FROST LINE DEPTH 3'-O" 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE,UNLESS PROJECT: ALL OTHER STRUCTURAL MEMBERS V240 5. METAL PLATES, CONNECTORS, SCREWS, BOLTS ANC NAILS EXPOSED OTHERWISE NOTED TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL H A N G E R M A N AREAS SHALL BE STAINLESS STEEL OR HOT DIPPE7 GALVANIZED. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/560 ICE BARRIER REQUIRED YES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 RESIDENCE SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE UNTIL I TIER OF FRAMING 15 IN PLACE. PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 r 5. RIDGE STRAPS SHALL BE ATTACHED To EACH PAIR OF OPPOSING 6. ALL OPENIN65 FOR BEAM POCKETS,UTILITIES, ETC. TO BE FILLED �1 RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 50LID WITH CONCRETE. 4rJO LAUREL WAY LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF • e RAFTERS. a. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. STRUGTURAL DESICN LOADS LAUREL, NY 11948 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5T'RENOTH AT 26 DAYS OF 4,000 P.B.I., U.O.N. T. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 46" AND EVERY USE LIVE LOAD DEAD LOAD 16" WITHIN 4' OF EXTERIOR CORNERS. II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH DRAWING TITLE: 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER b. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED EXTERIOR BALCONIES 40 psf 15 psf GENERAL NOTES TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. OF I" AND 5"x5"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE DECKS 40 psf 15 sf STRUCTURAL DESIGN CHARTS PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - p p BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T" IN GONGRETE/MASONRY (U WALL TIE PER (3) SQ. FT. FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS PA55AN6ER VEHICLE GARAGES 50 psf AS PER PLAN AND AT SPACING NOT EXCEEDING 4' ON CENTER. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, v MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 429 10 psf 15 psf 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf IS psf PAGE: FROM FOOTING TO 2 ABOVE FINISH GRADE, p 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES ROOMS OTHER THAN 5LEEPING ROOMS 40 psf 15 psf G-002mOO OF 40°F AND FALLING,UNLE55 APPROVED BY ARCHITECT/EN6INEER. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. SLEEPING ROOMS 30 psf IS psf IT. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY ARCHITECT/ENGINEER. STAIRS 40 psf 15 psf I6. PROVIDE BITUMINOUS JOINTS BETWEEN SLAB5 AND FOUNDATION WALLS AND GUARDRAILS AND HANDRAILS 200 psf 15 sf DATE: 07/10/20 2 OF 3 WHERE EVER APPLICABLE. P p Icl. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. ROOF LOADING (LIVE GROUND SNOW LOAD) 25 :5 psf FOR ATTIC = psf 15 psf FOR LATH. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE BLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 6" ASGE '7-10 (MINIMUM DE51ON LOADS FOR BUILDINGS AND OTHER STRUCTURES) 3 i DEEP 4 5'-0" BELOW GRADE.