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HomeMy WebLinkAbout46461-Z moo'OS�fFOlkCpGy Town of Southold 6/4/2022 0 P.O.Box 1179 53095 Main Rd %�'t Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43125 Date: 6/4/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 275 Baldwin Pl, Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.-10-2.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/4/2021 pursuant to which Building Permit No. 46461 dated 6/22/2021 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: addition to existing single family dwelling as applied for. The certificate is issued to LaMonica,Salvatore&Susan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46461 5/20/2022 PLUMBERS CERTIFICATION DATED 4/1/2022 FKlurnkng&Heat' g Inc 06) ori e Signature TOWN OF SOUTHOLD �oQgUFf01K�o� BUILDING DEPARTMENT C eTOWN CLERK'S OFFICE rn x 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#: 46461 Date: 6/22/2021 Permission is hereby granted to: LaMonica, Salvatore 621 Waterview Rd Oceanside, NY 11572 To: Construct addition to single family dwelling as applied for. At premises located at: 275 Baldwin PI, Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-10-2.2 Pursuant to application dated 5/4/2021 and approved by the Building Inspector. To expire on 12/22/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $494.00 CO-ADDITION TO DWELLING $50.00 Total: $544.00 Building Inspector pr SOl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinc@-town.southold.ny.us Southold,NY 11971-0959 COM�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Salvatore LaMonica Address: 275 Baldwin PI city:Cutchogue st: NY zip: 11935 Building Permit#: 46461 section: 103 Block: 10 Lot: 2.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Puccio Electric License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1 st Floor Pool New X Renovation , 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 16 Ceiling Fixtures 2 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment: Notes: Finished Room Over Garage Inspector Signature: Date: May 20, 2022 S.Devlin-Cert Electrical Compliance Form Town Halt Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971.0959 g�@. ./T PUII.,DTNG DEPARTMENT TOWN OF SOUTHOLD APR - 8 2022 E CERTIFICATION } Date: i Building Permit No. E (Please print) leasep rim I cortify that the solder used in the grater supply system contains less than tilt}of I% lead. (PI ers Si ) Swum to before me this ; i day of 'L ?-�✓ i s Notary Pu lc, tuaaty 'LORMA LMY NotW MR%State of Mew York ` 0i ®M Term Evires December 31, 2� E ' C 4 ho��Of SOUIyOIo . � �Y � (/�.� \�%1'T✓�VV L/v �p # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO-N [ ] 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 REMARKS: 2104-All," DATE 6117 /V , - INSPECTORS-2--. o�aOF SOUIyOI # TOWN OF SOUTHOLD BUILDING DEPT. courm�� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATIOWCAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ -] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [" "] FIRE RESISTANT PENETRATION [ ] ELECTRICAL.(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: lo"I�'�*E INSPECTOR / 46 4� I SOF SOUjyo ------- - - * # TOWN OF SOUTHOLD BUILDING DEPT. �ccou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. } F UNDATION 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 REMARKS: vi��ffimv n 5-o lid , DATE INSPECTOR *. # TOWN OF SOUTHOLD BUILDING DEPT. y � 765-1802 INSPECT [ ] -FOUNDATION 1ST [ OUGH PLBG. [ ] FOUNDATION 2ND [ NNSULATIOWCAULKING "[ ] FRAMING /STRAPPING [ ] FINAL [ ] ' FIREPLACE & CHIMNEY [` ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]' CODE VIOLATION [ ] PRE C/O RE ARKS: lit Cyv :�:L--b �V K. _U 0 A ion DATEl D Y Zo INSPECTOR 4 aso , 11 (A�l - * * TOWN OF SOUTHOLD BUILDING DEPT.' 1410 lelou 765-1802 INSPECTION ' FOUNDATION 1ST ROUGH PL13G. FOUNDATION 2ND-, INSULATION/CAULKING FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION TIRE RESISTANT CONSTRUCTION-j I FIRE-RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMARKS-.0 Fl,&/4i- PECTtZi CAL T //5PEj5fTc,,t,l 9EQQjPEt 6_-)6tZ 6C—MTTPTC14 TC— 96�Qr_P_6 6 774f& O�4 rrog C ,. DATE INSPECTOR 97V ho�apE S0Uly0� � ! t ��`� * T011ll NOF SOUTHOLD BUILDING DEPT. �o • io �ycauom��' 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 REMARKS: � �t /V DATE L4 Z INSPECTOR �o�aOF SOUTyolo [ 6q6 1--7 5 S I J &` .pi — # TOWN OF SOUTHOLD BUILDING DEPT. ` °`y�nurmN�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] -ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ]. FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE '& CHIMNEY [ ` ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �� D TlN 0A ip r A- RI -6 rl - - � &.j f . DATE / INSPECTOR oF soulyol �T o H04 / 2 � �� TOWN OF SOUTHOLD BUILDING DEPT.., 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND- INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:A/& 2�C, A� 04 IA .. s7omeo /v �h e J& n DATE . h/ Z Z INSPECTOR ! - �o��OE SOUIHp� # * TOWN OF SOUTHOLD BUILDING DEPT. cnurm?�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [� ]_ PRE C O [ ] RENTAL REMARKS: 1 DATE 4Z INSPECTOR FIELD INSPECTION REPORT. DATE COMMENTS , FOUNDATION(1ST) y -------------------------------- FOUNDATION(2ND) � z o O ROUGH FRAMING& ® T y PLUMBING 011 e ` N INSULATION PER N.Y. `\ H STATE ENERGY CODE �-f—1—zz. I �zA/!9 L El EGT1zIC 2T_ dZG—Culr YZ E-O -"--4 Fi f�c.�i3Eh.s 5'aGbE l2 G-tL�_ �E 6. T�E� T . FINAL ADDITIONAL COMMENTS a -77- ►, _ -� N o z y d H TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11 1Q9 Telephone(631) 765-1802 Fax(631) 765-9502 h s://www.sotid - ! r'!'w 1 1 Datived APPLICATION FOR BUILDING PERMIT M` 4 2021 For Office Use Only j PERMIT N0. Building Inspector: ``` f A Ann& Applications=and forms mustbe:filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form.(Page 2)-shall be completed: =` _' p Date:19 MARCH 2021 OWNER(S)OF PROPERTY:. Name:SALVATORE LAMONICA SCTM#1000- a 3 Project Address:275 BALDWIN PLACE, CUTCHOGUE NY 11935 Phone#:516-697-0756 Email:SL@Ihmlawfirm.com - Mailing Address:275 BALDWIN_PLACE, CUTCHOGUE NY 11935 CONTACT PERSON: Name:CHARLES R. SCHWARTZAPFEL Mailing Address:889 W BEECH STREET, LONG BEACH, NY 11.561 Phone#:,(5l 6 432-1666 Email:CHARLES CRS-RA.COM DESIGN PROFESSIONAL INFORMATION: Name:CHARLES R. SCHWARTZAPFEL RA 1 Mailing Address:889 W BEECH STREET, LONG BEACH, NY 11561 Phone#:(516) 432-1-666 Email:CHARLES@CRS-RA.COM CONTRACTOR;INFORMATION: Name: Heidtmann & Sons, Inc. Mailing Address: P.G. -BOX 932, Cutchogue, NY 11935 Phone#: Email: . 631-734-7484 _ -__ _ - -_ _ _. . -__info@gfhbuild.com__ DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure BAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $85,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? 11Yes BNo 1 n t PROPERTY INFORMATION Existing use of property:RESIDENTIAL Intended use of property:RESIDENTIAL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_80 this property? ❑Yes ®No IF YES,PROVIDE COPY. 8 Check Box After Reading:.The ownerJcontractor/designprofessional Is.responsible foi all,drainage and storm water issues as-provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY'MADE to the Building DepaKment for the.issuance of a Building Pefmit puts6ant 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 agree"s'to comply with all applicable laws,ordinances;building code, housing code and regulations and to admit authorized inspectors on'prernises and,in buildings)for necessary lnspections:False stateinents'mad_e_hereimaie_ 'punishable as.a Claes A misdemeanor pu�suant to Section 21,0.45 of the New York State Penal,Law. .. Application Submitted By rt na CHARLES R. SCHWARTZAPFEL @Authorized Agent ❑Owner Signature of Applica Date: 19 MARCH 2021 STATE OF NEW YORK) SS: COUNTY OF NASSAU ) CHARLES R. SCHWARTZAPFEL being duly sworn, deposes and says that(s)fie is the applicant (Name of individual signing contract)above named; (S)he is the ARCHITECT / AGENT I: (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of .. M0,ref� ,20 0�) t/ NPublic ELAINE BREA ota NOTARY PUBLIC STATE OF NEW YORK NASSAU COUNTY NO.01 BR6371596 PROPERTY OWNER AUTHORIZATION MY COMM.EXP.03/05/2022 (Where the applicant is not the owner) I� SALVATORE LAMON ICA residing at 275 BALDWIN PLACE, CUTCHOGUE, NY 11935 do hereby authorize CHARLES R. SCHWARTZAPFEL to apply on my beha , the Town o S uthold Building Department for approval as described herein. a-31- a�Z Owner's Signatur Date SALVATORE . AMONICA Print Owner's Name 2 Ddb � D t 0��S I �CO� P 2021 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 2 i O�YYT.Town Hall Annex- 54375 Main Road - PO Box 1179 co oy . BOX 80�}gRol-D Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a-southoldtownny.gov - seand(a)southoldtownny.gov '•^::ter,-%•, APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Puccio Electric Contracting, Inc. Name: r ' License No.: 4806-ME email: Phone No: - 01 request an em—aif copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name:_a,1 V&4ore •aMc " Address: Irl V4 I nC. '' Cross Street: ne- Z Phone No.: BIdg.Permit#: LftoHtpl email: Ca. `rr rcfiVV1 Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) . Mr Com , fbnNti Llb Check All That Apply: Is job ready for inspection?: �ES p NO Rough In ❑Final Do you need a Temp Certificate?: ❑YES ; 'q'0Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals 01 ❑2 ❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION 'k,2-"2, 1 Electrical Inspection Form 2020.xlsx boll rte` a �a 11 SVFFQ( C BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 oy,�0� ap� Telephone (631) 765-1802 - FAX (631) 765-9502 , ' rogerr(c�southoldtownny.gov — seandCc�southoldtownny:gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION ' (All Information Required) Name: Address: t In Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): `-V� 04 Square Footage: Circle All That Apply: 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# ❑New Service❑Fire Reconnect❑Flood Reconnect[]Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 n2 H'Frame : Pole. Work done on Service? Y DN Additional Information: PAYMENT DUE WITH APPLICATION i cG� � Il Generated by REScheck-Web Software Co'' Mpliance Certificate Project LAMONICA RESIDENCE Energy Code: 2010 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition. Climate 2orie: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/A9ent; Designer/Contractor: 275 BALDWIN PI; Sal Lam.ohica , . Charles Schwartiapfel CUTCHOGUE,NY 11935 275 Baldwin Ave Charles R.Schwartzapfel RA'PC - Cutchogue; NY 11935 889 W BEECH ST LONG BEACH, NY 11561 5164321-666'. Cha.fles@crs-ra.com Compliance: Passes using UA trade-off Compliance: 3.3%Better Than Code Maximum UA: 61 Your UA: 59 Maximum SHGC: 0.40 Your SHGC: 0;34 The°/q Better or Worse Than Code Index reflects how,close to compliance the house is based on toile trade_-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 394 38':0 0.0 0.030 12 Wall:Wood Frame, 16"ox. 472 20.0 O.Q_ 0A59 23 Window:Wood Frame 89. 0.270 24 SHGC:0.34 Compliance Statement The proposed bUilding.design described here is consistent.with the building plans,specifications;and other calculations submitted with the permit application.The proposed building s been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply'With the mandato ais n the REScheck Inspection Checklist. Name r Title Si Date Project Title: LAMONICA RESIDENCE Report date`. 06%09/21 Data filename: Page 1 of 1 loll CHARLES R.SCHWARTZAPFEL, R.A.P.C. �JAACHIfECTURE•INTERIOR DESIGN SITE PLANNING TRANSMITTAL Date: 12 April 2021 Number of pages including cover sheet: To: From: Charles Schwartzapfel. Town of Southold Charles R.Schwartzapfel RA PC Building Department 889 W Beech St 54375 Main Road Long Beach,NY 11561 Southold,NY 11971 Phone: . 516-432-1666 Fax phone: 516-432-5675 Phone: (631)-765-1802 Fax phone: REMARKS: ❑ Urgent ® For your review ❑ Reply ASAP ❑ Please comment Attached please find herewith,the Application for Building Permit, (4) Sets of Architectural Plans, Survey, Contractor Insurances and Suffolk County License pertaining to the following address: 275 Baldwin Place Cutchogue,NY 11935 Thank you for your attention in this matter. Charles R. Schwartzapfel,RA l R89 WEST BEECH STREET, LONG BEACH, NEW YORK 11561 TEL:516.432.1666 • WWW.CRS-RA.COM • FAX:516.432.5675 Mail ;► , CHARLES.R.SCHWARTZAPFEL, R.A.P.C.. ARCHITECTURE•INTERIOR DESIGN•SITE PLANNING 3 May 2021 Town of Southold Building Department Town Hall Annex 54375 Main Road Southold,NY 11917-0959 Re: Revisions to Permit Application @ 275 Baldwin PI, Cutchogue. To Whom It May Concern, Please accept these Amended Plans for the above referenced address indicating zoning compliance with BC 280-15 of the town code. Should you have any questions or need any further information,please do not hesitate to call. Very truly yours, Charles R. Schwartzapfel,RA 889 WEST BEECH STREET, LONG BEACH, NEW YORK 11561 TEL:516.432.1666 • WWVXRS-RA.COM • PAX:516.432.5675 mnI1F all CHARLES R.SCHWARTZAPFEL, R.A.P.C. ARCHITECTURE•INTERIOR DESIGN s SITE PLANNING TRANSMITTAL Date: 3 May 2021 Number of pages including cover sheet: To: From: Charles Schwartzapfel Town of Southold Charles R.Schwartzapfel RA PC Building Department 889 W Beech St 54375 Main Road Southold.,NY 11971 Long Beach,NY 11561 Phone: 516-432-1666 Fax phone: 516-432-5675 Phone: (631)-765-1802 Fax phone: REMARKS: ❑ Urgent ® For your review ❑ Reply ASAP ❑ Please comment Attached please find herewith, (4) Sets of Architectural Plans, and Revisions Letter pertaining to the following address: 275 Baldwin Place l _ �J ` - Cutchogue,NY 11935 VI Thank you for your attention in this matter. M AY - 4 2021 Charles R. Schwartzapfel, RA 889 WEST BEECH STREET, LONG BEACH, NEW YORK 11561 TEL:516.432.1666 • WWW.CRS-RA.COM • FAX:516.432.5675 r CHARLES R.SCHWARTZAPFEL, R:A.P.C.. 1�] LJ•�-' ARCHTfECNRE•INTERIOR DESIGN SITE PLANNING' - TRANSMITTAL Date: 24May 2021 Number of pages including.cover sheet:. To: From: Charles Schwartzapfel. Town of Southold Charles R.Schwartzapfel RAW. Building Department 889 W Beech St 54315 Main Road Long Beach,NY 11561 Southold,NY.11971 - - - Phone: . 516-432-1666 Attn:Nancy Dwyer Fax phone: 516-432-5675. Phone: (631)-7654802 Fax phone: REMARKS: E] Urgent ® For your review 0 Reply ASAP El Please comment Attached please find herewith, (4) Sets of Architectural Plans; and Revisions Letter pertaining to the following address: 275 Baldwin Place �i—'ICE , lr.�--��� Cutchogue,NY 11935 ; �; L� Ui R ��11 Thank you for your attention in this matter. M AY 2 5 2021 ; ...d Charles R. Schwartzapfel,RA 889 WEST:BEECH STREET, LONG BEACH, NEW YORK 11561 TEL:516.4K.1666 • WWWCRS-RA.COM • FAX:516.432.5675 rm,Lmm�gJcif' CHARLES R.SCHWA_ RTZAPFEL, R.A.P.C. ARCHITECTURE•INTERIOR.DESIGN•SITEPLANNING 24 May 2021 'C:1 � %i V Ej (� Town of Southold � -/' �� MAY 2 5 2021 ' " Building Department Town Hall Annex 54375 Main Road PIT71,P�'c'PEP7' Southold,NY 11917-0959 Re: Revisions to Permit Application @ 275 Baldwin PI, Cutchogue. Nancy Dwyer, Please accept these Amended Plans for the above referenced address indicating Zoning Compliance and Revised Floor Plan. Should you have any questions or need any further information,please do not hesitate to call. Very truly yours, Charles R. Schwartzapfel, RA 889 WEST BEECH STREET LONG BEACH, NEW YORK 11561 TEL:516.432.1666 WW%MCRS-RA.COM rAX:516.432-.5675 rmmmme.- CHARLES R.SCHWARTZAPFEL;.RA..P.C. .ARCH TECIURE•1NTERIOR DESIGN•SITE PLANNING IIIY 8 June 2021 Town of Southold Building Department Town Hall Annex 54375 Main Road Southold,NY 11917-0959 Re: Revisions to Permit Application @ 275 Baldwin Pl, Cutchogue. Nancy Dwyer, Please accept these Amended Plans for the above referenced address which include the following requested information as per your email from 1 June 2021: • REScheck is included in the submittal package. • Door Schedule located on sheet A-101. • Door sizes indicated on sheet A-100. • Light and Ventilation compliance calculations located on sheet A-101. • Smoke and Carbon Dioxide detectors located on sheet A-100. • 7'-0" Ceiling line indicated on sheet A-100 and plate heights indicated on sheet A-101. • Bathroom has been reconfigured to comply with section R305.1 as indicated on sheet A-100. we-mWiTihaffimlobedrov , incl ding ,he poSUd Bedroom. Should you have any questions or need any further information,please do not hesitate to call. Very truly yours, Charles R. Schwartzapfel, RA 889 WEST BEECH STREET, LONG BEACH, NEW YORK 11561_ TEL:516.432.1666 • WW)MCRS-RA.COM . rAX:516.432.5675 CHARLES,R:SCHWARTZAPFEL, R:A.P.C. N� . - ` ARCHITECTURE•INTERIOR DESIGN•.SITE PLANNING TRANSMITTAL Date: 8 June 2021 Number of pages including cover sheet: To: From: Charles Schwartzapfel. Town of Southold Charles R.Schwartzapfel RA PC Building Department 889 W Beech St 54375 Main-Road Long Beach,NY 11561 Southold,.NY 119.71 Phone: . 516-432-1666 Attn:Nancy Dwyer. Fax phone: 516-432-5675. . Phone: (631)-765-1802 Fax phone: REMARKS: ❑ Urgent ® For your review ❑ Reply ASAP ❑ Please comment Attached please find herewith,'(4) Sets of Architectural Plans-REScheck, and Revisions Letter pertaining to the following address: 275 Baldwin Place Cutchogue,NY 1103.5 Thank you for your attention in this matter. Charles R. Schwartzapfel,RA *.WEST BEECH STREET, LONG BEACH, NEW YORK 11561 TEL:516.432.1666 • WWW.CRS-RA.COM • FAX:516.432.5675 L4E-A- CHARLE&k.SCHWARTZAPFEL; R.A.P.C.ARCHITECTURE•INTERIOR DESIGN•SITE PLANNING 17 June 2021 Town of Southold Building Department Town Hall Annex 54375 Main Road Southold,NY 11917-0959 Re: Revisions to Permit Application @ 275 Baldwin Pl, Cutchogue. Nancy Dwyer, Please accept these Amended Plans for the above referenced address which include the following requested information as per your email from 15 June 2021: • Revised Bathroom layout and Sections indicating compliance with BC Section R305. Should you have any questions or need any further information,please do not hesitate to call. Very truly yours, Charles R. Schwartzapfel, RA 889 NEST BEECH STREET, LONG BEACH, NEW YORK 11X61 TEL:516.432.1666 • WW%k'.CRS-RA.COM • PAX:516.432:5675 CHARLES R-.SCHWARTZAPFEL, R:A.P.C. 'ARCHrmcruRE•INTERIOR DESIGN•.SITE PLANN@1G 103- �0 "2 . Z on 1 co,-- TRANSMITTAL omTRANSMITTAL Date: 17.June 2021 Number of pages including cover sheet: To: From: Charles Schwartzapfel. Town'of Southold Charles R:Schwartzapfel RA.PC. Building Department "889 W Beech St 54375 Main Road Long Beach,NY 11561 Southold,NY.11971 Phone: - 516432-1666 . Atte:Nancy Dwyer Fax phone: 516-432-5675— Phone: Phone: (631)-765-1802 Fax phone: . - REMARKS: 0 Urgent ® For your review E] Reply ASAP El Please comment Attached please find herewith, (4) Sets cif Architectural Plans and Revision_s Letter_ pertaining to the following address: 2-75 Baldwin Place Cutchogue,NY 11935 Thank you for your attention in this matter. Charles R. Schwartzapfel,RA 889,WEST:BEECH STREET, LONG BEACH, NEW YORK 11561 TEL:516AM1666 • WWW.CRS-RA.COM ! FAX:516.432.5675 Salvatore LaMonica 275 Baldwin Place Cutchogue, NY 11935 516-697-0756 July 8, 2021 Via Overnight Delivery Town of Southold Building Department Town Hall.Annex Building 54375 Route 25 PO Box 1179 Southold, New York 11971 In re Building Permit Application For 275 Baldwin Place, Cutchogue, NY Dear Sirs: I enclose my check numbered 7833 in the amount of $544.00 payable to the Town of Southold representing the fee for the above referenced building permit. Please let me know if you require anything further. Sincer ours, Sa atore La oni SL:rrl cc: David Shatoff Charles R. Schwartzapfel, RA PC (via first class mail) ACORO® DATE(MMMDNYYY) `� CERTIFICATE OF LIABILITY INSURANCE 3/30/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terns and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER OUNTACTChristinO 'Schuller: NAME: AssuredPartners Northeast, LLC. PHONE (631-844-5178 IC NO; (631){65-{005 100 Baylis Road ADDRESS:Chris.Schuller@assuredpartners.com Suite 100 INSURERS AFFORDING COVERAGE NAIC# Melville NY- 11747 INSURER A:Evanston Insurance Company 35378 INSURED INSURER B:New York State Insurance Fund Heidtmann a Sons, Inc. INSURER C:Standard Security Life Ins. Co. P.O. BOX 932 INSURER D: INSURER E: Cutchogue NY 11935 INSURERF: COVERAGES CERTIFICATE NUMBER:*21-22* REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE . ADDL SUBR. POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MMM2 MM/DD X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE � PREMISESS(OCCUR ERENTED 300,000 PREMIEa occurtence $ X Contractual Liability NRLVIPEC001529 02/26/2021 02/26/2022 MED EXP(Any one person) $ 5,006 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIESPER: GENERAL AGGREGATE $ 2,000,000 R -POLICY a ECT a LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT"- $ Ea accident ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS BODILY INJURY(Per accident) $ NONOSAUTOSWNED PROPERTY 0PC TY DAMAGE $ HIREDAUTOS AUTOS $ dent) UMBRELLALIAB OCCUR EACH OCCURRENCE $Ll _ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION I 2206-943-9 05/03/2020 05/03/2021 XPER OTH- AND EMPLOYERS'LIABILITY Y/N STT E E ANY PROPRIETOR/PARTNERIEXECUTIVE ❑N/A Ordered Direct from NYSIF E.L.EACH ACCIDENT, $ 100,000' OFFICEMMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 C NYS Disability 64522-00 01/01/2021 01/01/2022 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) - Re: 275 Baldwin Place, Cutchogue, NY 119351 Addition & Renovation work. The following are included as additional insured if required by written contract subject to the terms and conditions of stated policies: Town of Southold, Salvatore LaMonica and Charles R Schwartzapfel, RA PC. General Liability Coverage applies on a primary and non-contributory basis with a Waiver of Subrogation in favor of additional insureds. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 Main Road ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE ' P Colletta/CSCHUL ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(201401) NYSIF New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) ml � .D AAAAAA 263528632 HEIDTMANN&SONS INC PO BOX 932 . CUTCHOGUE NY 11935 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER 275 BALDWN PLACE HEIDTMANN&SONS INC TOWN OF SOUTHOLD PO BOX 932 54375 MAIN ROAD CUTCHOGUE NY 11935 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 122d6.94 391888 05/03/2021 TO 05/03/2022 3/30/2029 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2206 943-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW,. AND_WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS; OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/NVWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. GLENN F HEIDTMANN JR,PRES& JEFFREY W HEIDTMANN,VP OF HEIDTMANN&SONS INC (TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 16 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 792686389 U-26.3 OR Workers' CERTIFICATE OF INSURANCE COVERAGE TA& Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured HEIDTMANN AND SONS INC. 7675 COX LANE 6317347484 CUTCHOGUE, NY 11935 1 c.Federal Employer Identification Number of Insured Work Location of Insured(Only required ifcoverage is spe�cally fimited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 26-3528632 ' 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Bein Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Town of Southold PO Box 1179 3b.Policy Number of Entity Listed in Box"1 a" 54375 Main Road 64522-00 Southold, NY 11970 3c.Policy effective period 1/1/2014 to 12/28/2021 4. Policy provides the following benefits: ❑o A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: n A.Al of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. E] B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as clescp1ged above. j Date Signed 12/29/2020 By (Signature of insurance carrier's authoriz d representative orr NYSNYS Utensed Insurance Agent of that insurance wrrierl Telephone Number (212) 355-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Part i has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature or Authorized NYS Workers'Compensation board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability_and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issuep this form. DB-120.1 (10-17) DB-120.1 (10-17) RECEIPT SUFFOLK COUNTY GOVERNMENT _ DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS COMMISSIONER FRANK NARDELLI P.O. BOX 6100, HAUPPAUGE, NY 11788 (631)853.4600 Today Date: 10/25/2019 Application: HA6752 Application Type: Home Improvement License Receipt No. 166931 Payment Method Ref.Number Amount Paid Payment Date Cashier ID Comments Check 4648 $400.00 10/25/2019 CHRIST11 Renewal Contact Info: HEIDTMANN &SONS INC JEFFREY W HEIDTMANN PO BOX 932 7576 COX LANE CUTCHOGUE, NY 11935 Work Description: Suffolk County Dept of Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name JEFFREY w HEIDTMANN Business Name This certifies that the HEIDTMANN S SONS INC bearer is duty licensed by the County of suffolk License Number:H45752 Fra-ZNardal.ly Issued: 10115/2009 commissioner Expires: 10/01/2021 „Lot 3) t 6.4'W N 0500540” E 335.20' t t ' 0.7E P 4.61E y 3.1*H 11.0E 10.91E 14.01E Z C o r r a •1 � - 00 00 • 40.2' o N Frame N u Bam r«nPe�y N Cam" O cal. 20.7' ca.Pad .7•N p C o r i a / . nt i 0rtv • w0y • n � - i 3.1•s C o r r a l Fri i L 30.3' • • 1�).4' ,. Garage �Lot2 ' w 0.7' ��__� �Lof 1) One R 1 • µ 5.6S 149.6 6D'n _Std 1 37.2' • 1./N H � O 5' vtnyt o a Q �-i—•—i—i—i—i—i—•—i Fence _ Frame 4.01 4' � 4 t ,Z � n 4' Chatn Link Fence 18.4' A s p n a s 1•P m " O 51 t Parra e w v L q R In Ground 7B• a Pool 41.0' , _ - s• �'"'l 149.6' 28.4• 18.0• Koi • 4 _ Fence } _ C7- _ _ _ Pond - - - -- ----- - ----:--- - - - __ Cond 7.3' a y Frame Shower to °0 Area to - O O (20'Radius) (8.50' Wide Snip Reserved for Possible Future Road MdeNng 0.404 and - Vtn Fence Gah As Fence S 0500540" W 335.20' Strohson 33'Wide Road Notes: _ 1. Property snow and ice covered. 2. No subsurface investigation has been made to determine the location of any underground structures or utilities other than those observed and shown hereon. Map of Minor Subdivision on property 3.Additional interior existing conditions surveyed for Marion Robins such as walks, curbs,patios, etc. not located,not shown, not guaranteed. Filed May 26, 1992 File No. 9224' 4.Area=87,118.5 Sq.ft.,2.0 Acres Lot No. 2 TAX DESIGNATION: DISTRICT 1000 SECTION BLOCK 10 LOT(S) 2.2 Homestead Land Surveying P.C. DATE TITLE No. EAM1063235 J 1-25-2014 THE DIMENSIONS SHOWN HEREON,FROM THE STRUCTURES TO THE PROPERTY LINE,ARE FOR A SPECIFIC PURPOSE ONLY.: • ' • CERTIFIED TO: THEY ARE NOT INTENDED TO BE USED FOR THE ERECTION OF FENCES,STRUCTURES OR ANY OTHER IMPROVEMENT. a Phone: 516-729-6297 64 Division Ave. Suite LL9 Old Republic National Title Insurance Company �� �'°' Cutchogite p THE.EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD,IF ANY NOT SHOWN,ARE NOT GUARANTEED �� �\,�OLr ¢ ' Fax: 516-520-0850 Levittown, NY 11756 EAM Land Services ` • CERTIFICATIONS INDICATED HEREON SHALL coQ ,- ! `' '' EMAIL: HOMESTEADPB@GMAIL.COM Suffolk UNAUTHORIZED ALTERATION OR COPIES OF THIS SURVEY RUN ONLY TO THE PERSON FOR WHOM THE ADDITION TO A SURVEY MAP NOT BEARING THE LAND SURVEY IS PREPARED,AND ON HIS BEHALF TO i COUNTY BEARING A LICENSED LAND SURVEYOR'S EMBOSSED THE TTTLE COMPANY GOVERNMENTAL �� a SURVEYOR'S SEAL IS A VIOLATION -SEAL SHALL NOT BE AGENCY AND LENDING INSTITUPTION LISTED �, Q $ •- JOB NO. OF SECTION 7209,SUBDIVISION 2, CONSIDERED TO BE A > HEREON,AND TO THE ASSIGNEES OF THE 507 14-6404 Salvatore La Monica of THE NEW YORK STATE VALID TRUE COPY. LENDING INSTITUTION.CERTIFICATIONS ARE �.4�p Susan La Monica `` EDUCATION LAW. INSOT rnMONS OR SUBSEQUENT AUENT OWNERS. N Y.S L.S.License No. 050778 CONSTRUCTION LEGEND GENERAL (VOTES DRAWING INDEX OD 0 0 ao O SYMBOL: DESCRIPTION 1.00 SURVEY - SURVEY DATA TAKEN FROM SURVEY DATED 01 / 25 / 14 11.04 THE MAXIMUM VERTICAL DISTANCE MEASURED FROM THE TOP OF A BASEMENT FLOOR SLAB TO 17.15 LANDINGS (R312) STAIRWAYS - A FLOOR OR LANDING TO BE PROVIDED AT TOP AND BOTTOM O O O O (O d OUTSIDE FINISHED GRADE SHALL NOT EXCEDE THE FOLLOWING. -NO LANDING REQUIRED AT TOP OF AN INTERI❑R STAIRWAY PROVIDED DOOR DOES NOT SWING GN1 NOTES/PLOT PLAN/LEGEND 200 SITE WORK OVER STAIRS. EXTERIOR DOORS -A FLOOR OR LANDING IS REQUIRED ON EACH SIDE OF AN DETAIL NUMBERTYPE OF WALL HEIGHT EXTERIOR DOOR- AT OTHER THAN THE REQUIRED EXIT DOOR, A LANDING IS NOT REQUIRED ON THE - 2.01 EXCAVATION SHALL BE SUFFICIENT TO PROVIDE FULL DESIGN DIMENSIONS TO ALLOW FOR FORMING 8" BLOCK W/f5 RODS ® 48" O.C. 8 FT. EXTERIOR SIDE OF A DOOR HAVING TWO OR FEWER RISERS. ALL DOORS - A FLOOR OR LANDING A-100 PROPOSED FLOOR PLANS DRAWING NO. AS REQUIRED. ALL FOOTINGS TO BEAR ON VIRGIN SOIL, PRESSURE ASSUMED BEARING CAP 2 TSF. 8' BLOCK W/15 RODS ® 40" O.C. 9 FT. SHALL NOT BE MORE THAN 1 1/2' LOWER THAN THE TOP OF THE THRESHOLD - AT OTHER THAN 8" CONCRETE (UNREINFORCED) 8 FT. THE REQUIRED EXIT DOOR, THE ELEVATION DIFFERENT BELOW THE THE THRESHOLD OF AN PROPOSED ELEVATIONS 2.02 BACKFILL AND COMPACTION - USE CLEAN EARTH CONTAINING NO ORGANIC MATTER, WELL 10" CONCRETE (UNREINFORCED) 9 FT. EXTERIOR DOOR IS LIMITED TO 8 1/4', PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING ELEVATION LETTER GRADED. FILL BENEATH STRUCTURE SHALL BE COMPACTED TO 95% DENSITY AS PER ASTM D 1557 (NOT APPLICABLE TO STORM DOORS). A-101 PROPOSED SECTIONS DRAWING NO. METHOD D. BACKFILL SHALL NOT BE PLACED AGAINST THE EXISITING FOUNDATION WALLS UNTIL THE 12.00 MASONRY CONCRETE IS OF A SUFFICIENT STRENGTH AND THE WALLS ARE BRACED AT BOTH TOP AND BOTTOM 17.16 EMERGENCY ESCAPE AND RESCUE OPENINGS (310). BILCO ENCLOSURES WITH DIRECT EXTERIOR SCHEDULES, CALCULATIONS BY FRAMING LUMBER OR TEMPORARY BRACING. ACCESS PERMITTED IF IN COMPLIANCE WITH MINIMUM NET CLEAR OPENING REQUIREMENTS. 12.01 CONCRETE MASONRY UNITS (CMU) TO ASTM C-90. � r-. PLUMBING RISER DIAGRAM !�r' i�/ j� SECTION 2.03 DRAINAGE AT FOOTINGS - AS REQUIRED 4" DIAM. PERFORATED PLASTIC PIPE ,TO DRY WELL IF 17.17 STAIRWAY TREDS AND RISERS (R314.2) MAXIMUM RISER HEIGHT TO BE 8 1/4'. MINIMUM TREAD C O PAA 11 C 1 l7�l DRAWING N0. SOIL CONDITIONS REQUIRE IT. BACKFILL SHALL NOT BE PLACED AGAINST THE EXISITING FOUNDATION 12.02 MINIMUM NET COMPRESSIVE STRENGTH SHALL BE 2,000 PSI. , DEPTH TO BE 9 . (R314.1) STAIRWAY WIDTH - STAIRWAYS TO BEA MINIMUM OF X IN WIDTH AT �� �+ t t+ � WALLS UNTIL THE CONCRETE IS OF A SUFFICIENT STRENGTH AND THE WALLS ARE BRACED AT BOTH 12.04 MORTAR TO BE TYPE "N." COMPRESSIVE STRENGTH TO BE 2,000 PSI. POINTS ABOVEBO THE PERMITTED HANDRAIL HEIGHT. HANDRAILS MAY PROJECT A MAXIMUM OF 4 1/2' J U f TOP AND BOTTOM BY FRAMING LUMBER OR TEMPORARY BRACING. ON ONE OR BOTH SIDES OF STAIRWAYS. MINIMUM CLEAR STAIRWAY WIDTH AT AND BELOW THE JFUL HANDRAIL HEIGHT INCLUDING TREADS AND LANDINGS, TO BEs 31 1/2' WITH HANDRAIL ON ONE SIDE V 1 r F C.R. SCHWARTZAPFEL, RA NEW PARTITIONS 13.00 STRUCTURAL STEEL NOTES ONLY, 27' WITH HANDRAILS ON BOTH SIDES. WITHIN EACH FLIGHT, MAXIMUM VARIATION OF 3/8' In�I ���� CERTI ICA, :i'"x4" OR 2"x6" WD. STUDS (AS INDICATED) 16" o.c. 3.00 CONCRETE LARCHTTECT 13.01 STEELWORK IN GENERAL SHALL CONFORM TO THE CURRENT SPECIFICATIONS FOR THE DESIGN BETWEEN GREATEST AND SMALLEST RISER HEIGHTS. WITHIN EACH FLIGHT, MAXIMUM VARIANCE O F OCCUPANCY CC` (n/�N CY 1N/ ONE 1/2" GYP. BIRD. ON EACH SIDE. 3.01 CONCRETE WORK SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE STANDARD. BETWEEN GREATEST AND SMALLEST TREAD DEPTHS. STAIRWAYS WITH SOLID RISERS TO HAVE �j �,jl-/•-� I 889 W BEECH ST FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ADOPTED BY THE AISC. NOSINGS OF A MINIMUM OF 3/4' AND A MAXIMUM OF 1 1/4'. NOSINGS NOT REQUIRED FOR TREADS LONG BEACH, NY 11561 -� EXISTING PARTITION TO REMAIN. 3.02 CONCRETE SHALL BE A MIN. 3000 PSI CLASS ® 28 DAYS UNLESS NOTED OTHERWISE. PORCHES 13.02 ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE ASTM SPECIFICATIONS, A36 WITH A AT LEAST 11' IN DEPTH. (OPEN RISERS CAN NOT PERMIT THE THRU PASSAGE OF A 4' SPHERE.) APPROVED AS NOTED (516) 432-1666 STEPS, STEPS, GARAGE FLOOR TO BE 3500 PSI. STRENGTH OF 36,000 PSI. • 17.18 STAIRWAY HEIGHT (R314.3) MIN. HEADROOM OF 6'-8' FOR STAIRWAYS AND LANDINGS - (516) 432-5675 FAX EXISTING PARTITION TO BE REMOVED. 3.03 REINFORCING RODS - ASTM A-305:6/6 X 10/10 WWF ASTM A-185. REINFORCING IN FOOTINGS 13.03 ALL CONNECTIONS EXCEPT AS NOTED ON PLANS AND DETAILS SHALL HAVE BOLTED OR WELDED HEADROOM HEIGHT MEASURED VERTICALLY FROM SLOPED PLANE ADJOINING TREAD NOSING OR FROM DATE: B.P.# NYRA LIC. 021612 FLOOR SURFACE OF LANDING TO ANY OBSTRUCTION ABOVE. ACCESSIBLE SPACE UNDER STAIRS T❑ ONLY WHERE VARIATION IN SOIL CONDITIONS REQUIRE, AND WHERE SOIL DOES NOT PROVIDE 2,500 PSI CONNECTIONS AS IN THE LATEST EDITION OF THE AISC MANUAL RECEIVE 1/2' GWB. FEE: '� BY: OR NOTED OTHERWISE. CONNECTIONS BUILDING DEPARTMENT AT 13REAK UEE NE 13.04 SHOP DRAWINGS TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO 1719 SPECIAL STAIRWAYS (R314.4 R314.5 R314.9). WINDERS TO HAVE MINIMUM TREAD DEPTH OF 3.04 FORMWORK SHALL BE WELL BRACED TRUE TO DIMENSION, LEVEL AND PLUMB AND FOUNDATION FABRICATION. 765-1802 8 AM TO 4 PM FOR THE HAS BEEN DESIGNED FOR GRADES LESS THAN 5X6 . TREAD DEPTH TO BE AT LEAST 10 AT ANY POINT MORE THAN 12 FROM THE NARROW SIDE. FOLLOWING INSPECTIONS: (DENOTES ALIGNMENT OF FINISHED FACE OF 13.05 ERECTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING FOR LATERAL STABILITY UNTIL STUD 17.20 SMOKE ALARMS (R317) WHERE MULTIPLE SMOKE ALARMS ARE REQUIRED, INTERCONNECTION IS C�1VIPLY WIT ALL CODES Ot= 3.05 VAPOR BARRIOR 4 MIL POLYETHYLENE SHEET LAP ALL EDGES 6 MEMBRANE WATERPROOFING WALLS, PLYWOOD, ROOF TRUSSES, AND SHEATHING ARE IN PLACE. 1. FOUNDATION - TWO REQUIRED _ REQUIRED. SMOKE ALARMS T❑ BE LOCATED, IN EACH SLEEPING ROOM, OUTSIDE OF EACH SEPARATE FOR POURED CONCRETE NEW YORK STA E & TOWN CODES 'TWO OR MORE ELEMENTS. SHALL BE INSTALLED ON ALL SUB-SURFACE EXTERIOR FOUNDATION WALLS. SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, ON EACH ADDITIONAL STORY OF 3.06 FOOTINGS AT DIFFERENT LEVELS SHALL BE STEPPED AND THE STEP RISE AND RUN SHALL BEA 14.00 ELECTRICAL THE DWELLING, INCLUDING BASEMENTS AND CELLARS, ON EACH LEVEL IN SPLIT LEVEL DWELLINGS 2. ROUGH - FRAMING & PLUMBING AS REQUIRED AN D CONDITIONS OF WHERE AN INTERVENING DOOR IS LOCATED BETWEEN THE ADJACENT LEVELS. AN ALARM LOCATED CHANGE IN FLOOR HEIGHT. MAXIMUM SLOPE OF 1 VERTICAL TO 2 HORIZONTAL 14.01 SHALL CONFORM TO THE LATEST REVISION OF THE NATIONAL ELECTRIC CODE, THE LOCAL POWER 3. INSULATION COMPANY AND ALL APPLICABLE LOCAL REGULATIONS. ON THE UPPER LEVEL IS PERMITTED WHERE THERE IS NO INTERVENING DOOR BETWEEN THE 4.00 MASONRY ADJACENT LEVELS AND THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER 4. FINAL - CONSTRUCTION MUST SOU HOLD TOWN ZBA SPACE/ROOM # LEVEL. BE COMPLETE FOR C.O. 1000 14.02 PROVIDE CLOCK TYPE DAY/NIGHT THERMOSTAT. SO SOLD TOWNPLANNlNGBOARD SEE FINISH SCHEDULE FOR SPECS. 4.01 CONCRETE MASONRY UNITS SHALL MEET ASTM C-90 GRADE A• SOLID BLOCK ASTM C-145 GRADE 17.21 HANDRAILS SIZE (R315.2) TWO METHODS PRESCRIBED WITH OPTION OF ACCEPTING HANDRAIL ALL CONSTRUCTION SHALL MEET THE B. SHAPES AS REQUIRED; 28 DAYS OLD BEFORE INSTALLATION. MINIMUM NET COMPRESSIVE STRENGTH 14.03 PROVIDE SMOKE DETECTORS AS PER NYS BUILDING CODE WITH EQUIVALENT GRASPABILITY. TYPE 1 RAILS - IF CIRCULAR CROSS SECTION, DIAMETER OF 1 REQUIREMENTS OF THE CODES OF NEW SO TOLD TOWN TRUSTEES OF BLOCK TO BE 2500 PSI. 1/4' TO 2'j IF NONCIRCULAR RAIL, CROSS SECTION OF 2 1/4' MAXIMUM WITH PERIMETER OF 4' TO O (DOOR INDICATOR YORK STATE. NOT RESPONSIBLE FOR 14.04 KITCHEN AND BATH TO HAVE EXHAUST FAN AS PER NYS BUILDING CODE 6 1/4'. TYPE II RAILS - PERIMETER DIMENSION EXCEEDING 6 1/4', GRASPABLE FINGER RECESS TO �J.`r'. DEC SEE FINISH SCHEDULE FOR SPECS. 4.02 PARGING - 1 COAT PORTLAND CEMENT PARGING ON ABOVE GRADE CMU. SPONGE FINISH 1/4" AT BE PROVIDED ON BOTH SIDES OF RAIL, WITH SPECIFIC DIMENSIONAL CRITERIA SET FORTH IN DESIGN OR CONSTRUCTION ERRORS. MASONRY WALLS BELOW GRADE. 15.00 WATER AND SANITARY SYSTEM CODE. WINDOW INDICATOR 5.00 METALS 15.01 SEWAGE AND DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL BE DESIGNED AND BUILT 17.22 HANDRAILS (SECTION R315.1) LOCATED AT 34' VERTICALLY ABOVE NOSING OF TREADS. MIN. 1 SEE FINISH SCHEDULE FOR SPECS. IN ACCORDANCE WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. OF ONE HANDRAIL REQUIRED FOR STAIRS OF TWO OR MORE RISERS. HANDRAILS TO BE CONTINUOUS Fire reparation RETAIIll STORM WATER RUNOFF 5.01 ANCHOR BOLTS SHALL BE 1/2" DIAMETER EMBEDDED 7- IN POURED CONCRETE AND 15' FULL LENGTH OF STAIRS FROM A POINT DIRECTLY ABOVE TOP RISER OF A FLIGHT TO A POINT IN UNIT MASONRY. MIN (2) ANCHOR BOLTS PER SECTION OF PLATE. 12" FROM EACH END WITH 16.00 MISCELLANEOUS DIRECTLY ABOVE THE LOWEST RISER OF A FLIGHT - MAY BE INTERUPPTED BY A NEW POST AT A �• quire �� �r PURSUANT TO CHAPTER 236 PARTITION TYPE INTERMEDIATE BOLTS AS PER CHART ON SHEET A-2... TURN, VOLUTE OR TURNOUT PERMITTED OVER LOWEST TREAD. GUARDS (R316) RAILING IS TO BE A OF THE TOWN CODE. 16.01 EXTREME CARE AND PROPER MEASURES SHALL BE USED AS SO NOT TO DAMAGE, BULGE OR 11P MINIMUM HEIGHT OF 36' WHERE PORCH, BALCONY, LANDING OR RAISED FLOOR SURFACE LOCATED SEE SHEET A-8 5.02 METAL JOIST HANGERS AND TIE-DOWNS SHALL BE USED AT ALL JOISTS WITH DIRECT WALLS DUE TO ANY SUPERIMPOSED PRESSURE, SHORING, BRACING, ETC., SHALL BE EMPLOYED UNTIL MORE THAN 30' ABOVE FLOOR OR GRADE BELOW. LA Code OF MONICA RESIDENCE BEARING. 18 GA GALVANIZED STEEL USE ALL NAILS PROVIDED BY MANUFACTURER. BY SIMPSON OR THE FULL DEAD LOAD OF THE BUILDING IS ON THE WALL. DO NOT BACKFILL AGAINST FOUNDATION 275 BALDWIN PLACE EQUAL ALL FRAMING TO RECEIVE HURRICANE CUPS AND TIE-DOWNS AS PER SHEET A-2. WALLS UNTIL FLOOR FLOOR SYSTEM INSTALLATION IS COMPLETE. 7.23 DRAFTSTOPPING AND FIREBLOCKING (R502.12 AND R502.13) WHERE A FLOOR MEMBRANE ABOVE AND ELECTRICAL LEGEND CEILING MEMBRANE BELOW CREATE THE CONCEALED SPACE IN A FLOOR/CEILING ASSEMBLY, CUTCHOGUE, NY 11935 5.03 NAILS - NUMBER AND TYPE FOR EACH APPLICATION AS CALLED FOR IN THE WFCM (SEE SHEET 16.02 WHERE DRAWINGS ARE IN CONFLICT WITH OTHER DRAWINGS OR DETAILS, THE CONTRACTOR DRAFTSTOPPING TO BE PROVIDED UNDER THE FOLLOWING CIRCUMSTANCES: CEILING SUSPENDED UNDER A-2) SHALL NOTIFY THE ARCHITECT FOR CLARIFICATION. DO NOT SCALE DRAWINGS. FLOOR FRAMING, FLOOR FRAMING CONSTRUCTED OF TRUSS -TYPE OPEN- WEB OR PERFORATED MEMBERS. PLUMBER CERTIFICATION ['E'�.'TF.IS"CLCP E ItP-R F) 16.03 THE ARCHITECT WILL NOT HAVE CONTROL OVER OR CHARGE OF AND WILL NOT BE RESPONSIBLE MATERIALS FOR DRAFTSTOPPING TO BE ADEQUATELY SUPPORTED AND INSTALLED PARALLEL TO FLOOR ON LEAD CONTENT BEFORE SYMBOL: DESCRIPTION : 6.00 WOOD FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROGRAMS OR FOR SAFETY FRAMING MEMBERS UNIESS PARTICLEBOARD OTHER APPROVED ISE APPROVED. VED. 1/2" GYPSUM BOARD, 3/8" TYPE-2-M-W CERTIFICATE OF OCCUPANCY 6.01 SILL PLATE - CCA OR ACQ TREATED TO MEET AMERICAN WOOD PRESERVERS INSTITUTE PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. STANDARD. 16.03A. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, SniED IN WATER ©CHARLES R. SCHWARTZAPFEL, AIA 2021 THREE-WAY ELECTRICAL SWITCH 6.02 WALL STUDS - 2X4 . SEE FRAMING AND PLANS FOR SPACING. ALL STRUCTURAL LUMBER SHALL REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING THE PERFORMANCE OF THE PLOT PLAN SUPPLY SYSTEM CANN07 NOTES: HAVE 1000 Fb BENDING STRESS; 1,000,000 MODULUS OF ELASTICITY AND MAX 19% MOISTURE WORK AND SHALL PROMPTLY NOTIFY THE ARCHITECT IF THE DRAWINGS AND SPECIFICATIONS ARE AT EXCEED 2110 OF I%LEAD. WALL NITD. ELECTRICAL SWITCH CONTENT. DOUG FIR NO. 1 UNLESS NOTED OTHERWISE. VARIENCE HEREWITH. 6.03 FLOOR CEILING JOIST, ROOF RAFTERS AND GIRDERS - SAME GRADE AND CONSTRUCTION AS FOR 16.03B. OWNER AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ARCHITECT AND THEIR D WALL NITD. ELECTRICAL DIMMER SWITCH STRUCTURAL LUMBER NOTED ABOVE (6.02). AGENTS AND EMPLOYEES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES INCLUDING BUT NOT LIMITED TO ATTORNEY FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK SINGLE ELECT. WALL MTD. OUTLET 6.04 BRIDGING -WOOD CROSS BRIDGING -AS REQUIRED BY CODE. 8'-0" O.C. PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (1) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO INJURY TO DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN 6.05 ROOF TRUSSES - DESIGNED AND MANUFACTURED To MEET ALL APPLICABLE CODES. PROVIDE THE WORK ITSELF) INCLUDING THE LOSS OF USE RESULTING THERE FROM AND (2) IS CAUSED IN WHILE DUPLEX ELECT. WALL MTD. OUTLET SHOP DRAWINGS SEALED BY A PROFESSIONAL ENGINEER; FABRICATION CERTIFIED BY ENGINEER PRIOR OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY SUB CONTRACTOR, TO INSTALLATION. ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE UNABLE. REGARDLESS WHETHER OR NOT IT IS CAUSED IN PART BY A PARTY INDEMNIFIED DUPLEX ELECT. WALL MTD. GROUND FAULT INTERRUPT 6.06 FLOOR DECK - 5/8' PLYWOOD, STANDARD C-D-X- DFPA, DIRECT BEARING AT EDGES. PROVIDE HEREUNDER. G'FJ' OUTLET 1/2" PLYWOOD FINISH UNDERLAYMENT BELOW ALL VINYL FLOORING OR EQUAL GLUE TO JOISTS. 16.04 ARCHITECT IS NOT ENGAGED FOR SUPERVISION IN ANY CAPACITY UNLESS OTHERWISE NOTED. QUAD ELECT. WALL MTD. OUTLET 6.07 ROOF DECK - 1/2" PLYWOOD C-D-X-DFPA, EXTERIOR GLUE 16.05 CONTRACTOR TO OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO PROTECT THE ARCHITECT 6.08 SHEATHING - PLYWOOD C-D-X-DFPA, EXTERIOR GLUE. AND THE OWNER. ARCHITECT TO BE NOTIFIED IN WRITING OF ALL CHANGES PRIOR TO AND DURING (Lot3) i CONSTRUCTION. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL 1 DUPLEX ELECT. WALL MTD. OUTLET (DEDICATED CIRCUIT) OCANOT S ZONING AND NED BUSLDING�CODECCOMPTMLIANCE SHALL BE THE RESPONSIBILITY OFTHECONTRACTOR. N 0505STATE AND14011 E 64'W 6.09 PLYWQ�OD e� cLvwDOD USED STRUCTURALLY SHALL IEE? THE PERFORMANCE STANDARDSEN THE BUILDER AND TE 335.204.21 AND ALL 0 ER REQUIREMENTS OF APPLICABLE US COMMERCIAL STANDARDS FOR THE TYPE, GRADE SPECIAL ELECT. WALL MTD. OUTLET FOR UNDER S;4CLr AND SPECIES OF THE PLYWOOD AND SHALL BE SO IDENTIFIED BY AN APPROVED AGENCY. 17.00 NEW CODE CHANGES6�� LIGHTING 6.10 HORIZONTAL/ VERTICAL SIDING - DRYVIT OR STO STUCCO APPLIED OVER 15LB. FELT OR TYVEK. _ 17.01 ALL ENVELOPE SYSTEMS SHALL BE IN ACCORDANCE WITH THE NYS ENERGY CONSERVATION CODE. E a• 4.6E _• o.� WALL MOUNTED ELECTRICAL JUNCTION BOX 6.11 PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. 17.02 FIREPLACE CONSTRUCTION SHALL BE IN CONFORMANCE WITH SEC. R1001. AIR LEAKAGE WITH a 6.12 PROVIDE (2} 2"X10" HEADERS MIN. OVER ANY WINDOW, DOOR OPENING OR ANY OPENING GLASS ENCLOSURE AND DOORS OUTSIDE AIR SUPPLY SHALL BE PROVIDED AS PER N1101.3.3. •o'E 14.0E 11.0E s O CEILING MOUNTED ELECTRICAL JUNCTION BOX WITH DOUBLE UPRIGHTS, 9'-0" AND OVEREAWITH TRIPLE UPRIGHTS, UNLESS OTHERWISE NOTED. 17.03 GUARD RAILS ARE ONLY REQUIRED WHERE THE DIFFERENCE IN GRADE IS MORE THAN 30". (R316.1) Z C o r r a t 7 I SEE HEADER SCHEDULE A-2. " OPENING IN GUARD RAILS TO BE 4 MAX. ( 316.2). HANDRAILS ARE REQUIRED ON STAIRS WITH 2 OR � WALL MITD. TELEPHONE OUTLET STUB UP TO ABOVE HUNG a 1). CIO CEILING AS PERMITTED BY CODE 6.13 ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SERIES WOOD I-BEAMS AND LVL MORE RISERS ( R315. o 402' PRODUCTS OR EQUAL ALL JOIST, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED 17.04 THE NEW CODE DESCRIBES THE HEIGHT OF A BUILDING AS THE DISTANCE FROM THE AVERAGE _ N Frame AS PER MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND GRADE TO THE AVERAGE HEIGHT OF THE HIGHEST ROOF SURFACE; INDIVIDUAL JURISDICTIONS MAY STILL WALL MTD. COMMUNICATION OUTLET BEARING POINTS AT A MINIMUM. HANDLING, STORAGE AND ERECTION OF COMPONENTS SHALL BE AS REDEFINE IT DIFFERENTLY IN THEIR ZONING CODES. IF WALL IS GREATER THAN 6FT. ABOVE GRADE THEN o u Bam rnry N 16 JUNE 2021 DOB REVIEW BS 4 PER MANUFACTURER'S RECOMMENDATIONS. IT IS CONSIDERED A STORY. C o r r a ! • ca,. so.r corperi .rof p FLOOR MTD. DUPLEX ELECT. OUTLET FLUSH TO FIN. FLOOR 7.00 THERMAL AND MOISTURE PROTECTION 5 - ® Ol JUNE 2021 DOB REVIEW BS (2 DENOTES DOUBLE TYPE.) 17.05 ATTIC ACCESS OPENINGS MUST BE A MINIMUM OF 22" X 30" WITH A MIN. OF 30" UNOBSTRUCTED _ ` • s m21 MAY 2021 NO CHANGE DS 7.01 DAMPPROOFING, BRUSH APPLY ONE COAT OF ASPHALT EMULSION TO EXTERIOR OF ALL BELOW HEADROOM ABOVE (R807.1) • ® GRADE WALLS. ALSO ADD VAPOR BARRIER AS PER 3.05. • 3 MAY 2021 DOB REVISION DS FLOOR MTD. TELEPHONE OUTLET Fes+ 4 17.06 STAIRWAY ILLUMINATION (R303.4). ALL INTERIOR AND EXTERIOR STAIRS TO BE PROVIDED WITH ® 7.02 SILL SEAL - 1/2" X 5 1/2" COMPRESSIBLE FIBERGLASS BENEATH ALL EXTERIOR SILL PLATES. ILLUMINATION, INCLUDING LANDINGS AND TREADS. INTERIOR STAIRS LIGHT SOURCE TO BE IMMEDIATE 9 o r I v • w a Y NO DATE REVISIONS BY FLOOR MTD. COMMUNICATION CABLE OUTLET VICINITY OF EACH STAIRWAY LANDING OR DIRECTLY OVER EACH STAIRWAY SECTION (MINIMUM 10 FOOT • 7.03 INSULATION FLOOR BATT R-30 INSULATION. KRAFT PAPER FACE VAPOR BARRIER CEILINGS CANDLES). EXTERIOR STAIRS LIGHT SOURCE TO BE IN IMMEDIATE VICINITY OF TOP LANDING OF STAIRWAY 3./'s DRAWN BY. BMS AND ROOFS - FIBERGLASS BATT R-30 KRAFT PAPER FACED OR AS NOTED OTHERWISE. ALL WALLS (BOTTOM LANDING FOR BASEMENT STAIRWAYS). LIGHT ACTIVATION DEVICES TO BE LOCATED AT BOTH C o r r a 1 DASHED FIXTURES DENOTED EXISTING TO BE REMOVED & TO BE R-19, BATT INSULATION. TOP AND BOTTOM OF INTERIOR STAIRS; LOCATED WITHIN THE DWELLING UNIT FOR EXTERIOR STAIRS n CHECKED BY: CRS rti7 PROPOSED 2ND CAPPED AS REQUIRED (CONTINUOUSLY ILLUMINATED OR AUTOMATICALLY CONTROLLED ALSO PERMITED). EXTERIOR DECKS WITH D STORY ADDITION • SCALE: AS NOTED 7.04 ROOFING - MANUFACTURED SLATE STAIRCASES UGHT SWITCH AT TOP AND BOTTOM OF STAIRS. •9. I 120.4' -_ ELECT. PANEL 7.05 FLASHING - ALUMINUM FLASHING, LEAD COATED, FLASH ALL WALL PENETRATIONS. FLASH ALL 17.07 WHENEVER AN ALTERATION IS MADE TO A RESIDENCE, THE ENTIRE RESIDENCE HAS TO HAVE ,•' /`I'4 c (Lot 2) I fLOt 1) ISSUE DATE: 16 JUNE 2021 CORNERS. FLASH ALL VALLEYS, RIDGES, WINDOWS, DOOR HEADS, AND JOINTS OF DISSIMILAR HARDWIRED SMOKE DETECTORS INSTALLED (R3317.1.1). o_One a� • �•__� ZOZONING J [�j( s.es 149.6 1;±D N I 1�G ANALYSIS MATERIALS. 17.08 EXTERIOR FRAME WALLS REQUIRE A RATING OF 1 HOUR FOR FIRE SEPARATION DISTANCE OF LESS o y � 6 o StOr; L n 1 1 N � 7.06 CAULKING/ SEALANT- AS SELECTED BY BUILDER. THAN 3F?. (R302.1). s• vine - o Fence - Frame 7.07 GUTTERS AND LEADERS - .032" PREFINISHED ALUMINUM GUTTERS. .024" PREFINISHED ALUMINUM 17.09 LANDINGS ARE REQUIRED AT EXIT DOORS OTHER THAN THE REQUIRED EXIT DOOR IF THERE ARE A ••s's o Shed LEADERS. COLOR - WHITE. TO DRYWELLS IF REQUIRED. " a 1 t Z M 4' Choln Unk Fsnc• 18.4' MORE THAN 2 RISERS (R312.1.2); LANDINGS CAN NOT BE MORE THAN 1 1/2 BELOW DOOR THRESHOLD h o w o "� a FOR EXIT DOORS. A• P S f•p c A> h Por• r s N f SECTION 103 8.00 DOORS AND WINDOWS p o lnGround BLOCK 10 17.10 LIGHT, VENTILATION, AND HEATING (R303.1) HABITABLE ROOM TO BE PROVIDED WITH AGGREGATE 8.01 OPENINGS FOR EMERGENCY SHALL INCLUDE DOORS OR OPERABLE PARTS OF WINDOWS LOCATED GLAZING AREA OF AT LEAST 8% OF THE FLOOR AREA OF THE ROOMS. EXTERIOR GLAZING NOT REQUIRED B ; ( = Pool 41.0' o „, ,.> LOT 2.2 AS TO PROVIDE UNOBSTRUCTED EGRESS TO LEGAL OPEN SPACES. SUCH OPENINGS SHALL NOT IMPEDE s.as a • �' '� (� IN ROOMS WITH ARTIFICIAL LIGHT CAPABLE OF AVG. ILLUMINATION OF 6 FT. CANDLES AT 30" ABOVE THE •�� 3 � EGRESS IN AN EMERGENCY, SHALL HAVE A MINIMUM AREA OF 5.7 SQ. FT. WITH A MIN. HEIGHT 0 24 FLOOR. OUTDOOR OPENINGS FOR VENTILATION IN HABITABLE ROOMS TO BE AT LEAST 4 THE ROOMS. 5' Vinyl 149.6• sa.4' •e.o• KO! (�` DISTRICT 1000 AND A MIN. WIDTH OF 20' WITH BOTTOM OF OPENINGS NO HIGHER THAN 44' ABOVE FINISHED FLOOR OPENINGS TO THE EXTERIOR NOT REQUIRED WHERE MECHANICAL VENTILATION IS PROVIDED. -.• -- _.. _ _ _• . -_ Pond 612 o? HOUSE NO 275 BALDWIN PLACE IN ALL ABOVE GRADE STORIES. ALL GLASS WITHIN 18 OF FLOOR TO BE SAFETY GLASS. GRADE FLOOR 6 55 - *�J _Ab -r -. - - - - - - - -- t�Or N OPENINGS SHOULD HAVE A MIN. NET CLEAR OPENING OF 5 SQ. FT. 17.11 CEILING HEIGHTS (R305.1) MINIMUM COLING HEIGHT OF 7'-6" TO THE LOWEST PROJECTION �� 4 coed (• ••'~: CONSTRUCTION CLASS - FRAME BUILDING REQUIRED FOR HABITABLE ROOMS. MINIMUM CEILING HEIGHT OF 7 FT. PERMITTED FOR: HALLWAYS, 8.02 MINIMUM WINDOW REQUIREMENTS PER ROOM IS 8 % OF FLOOR AREA FOR LIGHT AND 4 % FOR BATHROOMS. LAUNDRY ROOMS, ETC. HABITABLE BASEMENTS AREAS, WITH REDUCTION TO 6'-8" AT �3• OCCUPANCY SINGLE FAMILY RESIDENTIAL VENTILATION. BEAMS, DUCTS AND OTHER OBSTRUCTIONS. MINIMUM HEIGHT OF 6'-8" PERMITTED IN NONHABITABLE A a SHEET TITLE: LOT AREA 87,118.50 SQ FT 8.03 DOORS AND WINDOWS TO BE INSULATED GLASS. AREAS OF BASEMENTS, WITH REDUCTION TO 6'-4" AT BEAMS, DUCTS, ETC. CD u a v NOTES/PLOT PLANT LEGEND ACCESSORY STRUCTURE 1,265.30 SQ FT = 1.45% (COMPLIES) 8.04 ENTRANCE DOORS TO CONFORM TO NYS ENERGY CODE. 17.12 SANITATION (R306 AND R307). TOILET, BATH AND SHOWER SPACES TO BE PROVIDED WITH FIXTURE 3 Fame ACCESSORY STRUCTURE COMPLIES CLEARANCES AND CLEAR FLOOR SPACE AS SHOWN IN FIG. R307.2. SHOWER COMPARTMENTS TO HAVE • cmc ,cD°o Sower WITH BC. 280-15 NONABSORBENT SURFACES TO A MINIMUM HEIGHT OF 6 FT. ABOVE THE FLOOR. Tea 9.00 FINISHES IV " APPLIED TAPED AND FINISHED AS PER US 17.13 HAZARDOUS LOCATIONS (SECTION R308.4 #1-#5) SPECIFIC HAZARDOUS 'LOCATIONS SET FORTH IN 9.01 DRYWALL NY TAPERED EDGE GYPSUM BOARD, IRC WHERE GLAZING TO COMPLY WITH PROVISIONS FOR HUMAN IMPACT LOADS: GLAZING IN SIDE-HINGED GYPSUM COMPANY CODE.RECOMMENDATIONS. USE WATER RESISTANT TYPE AS SUBSTRATE FOR CEILING AS SWINGING DOORS OTHER THAN JALOUSIES GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR w PER NYS BUILDING CODE. ( ) � - 0 ASSEMBLIES. GLAZED PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. GLAZING IN STORM 10.00 CAST -IN- PLACE CONCRETE DOORS. GLAZING IN UNFRAMED SWINGING DOORS. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, (20'Radius) STEAM ROOMS, SAUNAS, WHIRLPOOLS, BATHTUBS AND SHOWERS. WHERE ANY PART OF BUILDING WALL 10.01 ALL REINFORCED CONCRETE SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE ENCLOSES SUCH COMPARTMENTS, GLAZING WITHIN 60" VERTICALLY ABOVE STANDING OR WALKING �` (8.50' Wjde SXp Werved for Possibb Fuevre Road Wjd"ng CURRENT ACI-318 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE." SURFACE TO BE REGULATED. (5FT. RULE - 5FT. ABOVE WALKING SURFACE:, 5 FT. HORIZONTALLY OUT.) Pnd Goh 17» Fsnc+ 1 1'W 11.00 FOUNDATION 140TES 17.14 HAZARDOUS LOCATIONS (R308.4 #6-#7) SPECIFIC HAZARDOUS LOCATIONS SET FORTH IN IRC WHERE GLAZING TO COMPLY WITH PROVISIONS FOR HUMAN IMPACT LOADS: GLAZED PANELS ADJACENT 11.01 THE PRESUMPTIVE SOIL BEARING CAPACITY IS ASSUMED TO BE (2) TSF FOR ALL FOOTINGS. TO A DOOR WHERE:: NEAREST VERTICAL EDGE WITHIN 24" ARC OF DOOR IN CLOSED POSITION, AND G+ 05oOG►4on tA, BOTTOM EDGE WITHIN 10' VERTICALLY OF WALKING SURFACE. EXCEPTION FOR PERPENDICULAR WALLS �7 J VY 335.201' 11.02 FILLED SUBGRADE BELOW FLOOR AND FOOTINGS SHALL BE COMPACTED TO BE 95% OF THE AND LIMITED DEPTH CLOSETS. PREVIOUSLY REGULATED WHERE GLAZING WITHIN 18" OF DOOR WITH NO MODIFIED PROCTOR. HEIGHT CRITERIA. LARGE GLAZED PANELS WHERE FOUR CONDITIONS EXIST, EXPOSED AREA OF INDIVIDUALStrohson 31'Wide Road 11.03 PROVISIONS MUST BE TAKEN TO PROTECT ALL CONCRETE WORK FROM FROST DAMAGE WITH PAN EXCEEDS 9 SQ. FT., AND BOTTOM EDGE WITHIN 18" VERTICALLY of THE FLOOR, AND TOP EDGE A PLOT PLAN DWG NO: SPECIAL ATTENTION PAID TO FOOTINGS AND OTHER ON GRADE PRIOR TO BACKFILLING AND ENCLOSING MORE THAN 36" VERTICALLY ABOVE THE FLOOR, AND WALKING SURFACE WITHIN 36" HORIZONTALLY OF JUPJ Z 2OZ1 THE BUILDING. GLAZING. ALL FOUR TO BE MET BEFORE SAFETY GLAZING. NOT TO SCALE NAILING SCHEDULE ASPHALT ROOF SHINGLES TO HAVE 6 G E N E RA L SPECIFICATIONS JOINT DESCRIPTION # COMMON # BOX NAIL FASTENERS PER SHINGLE HURRICANE SHUTTERS ❑ DOUBLE PLATE SPLICE NAILS NAILS SPACING SHEATHING THE FRAMING CONTRACTOR IS TO PROVIDE THE STRUCTURE WITH 0 0 0 (SBCCI-STrD 10-99) LAP SPLICES TO BE CONNECTED W/ THE NO. OF NAILS ROOF FRAMING TO TOP FAS NI PLYWOOD PANELS W/ PRE-DRILLED HOLES FOR d BLOCKING TO RAFTER-TOE NAILED 2-8d 2-10d EACH END PLATE FASTENING SCREWS FOR ALL WINDOWS AND BETWEEN EACH UPPER AND LOWER PLATE JOINT (2)- ROWS O 16d EACH RIM BOARD TO RAFTER-END NAILED 2-26d 3-16d EACH END DOORS. PANELS TO BE NUMBERED AND STORED ON SITE IN A DRY < 4'-0' mint PLATE SIDE OF SPLICE BELOW � APPROXIMATE DISTANCE FROM AVG. HIGH TIDE MARKS SEISMIC, N/A BLDG. LENGTH 68'-6' .BLDG. WIDTH 34'-8' WALL FRAMING' BLOCKING USEA2 1/2• #8 WOOD SCREWS' e=PIT 11PROPPIRFIF TOP PLATE TOP PLATE TO TDP PLATE-FACE NAIL 2-16d 2-16d PER FOOT -�+ AT SPLICE 16' O.C. FOR 0'-1'-11' PANEL SPAN LESS THAN 1 MILE WINTER DESIGN TEMPS 11 DEGREES BUILDING WIDTH 4-16d 5-16d JOINTS-EACH SIDE !L 16' O.C. FOR 2'-0'-3'11' PANEL SPAN TOP PLATES @ INTERSECTION-FACE cu LINES 24' 36' 44' 52' SPLICE 'TOP VIEW' STUD TO STUD-FACE NAILED 2-16d 2-16d 24. O.C. 16 O.C. FOR 4'-C'-5'-il' PANEL SPAN WIND SPEED EXPOSURES 110 ASPECT RATION (L/W>' BUILDING LENGTH NUMBER OF 16d COMMON NAILS HEADER TO HEADER-FACE NAILED 1-16d 1-16d 16. O.C. ALONG EDGES 12' O.C. FOR 6'-0'-8'-0' PANEL SPAN WINDBORNE DEBRIS PROTECTION REQUIRED NO W 4 6 8 ISL TOS PLATES, LAP R TOP OR BOT. PLATE TO STUD-END NAIL 2-16d 2-16d PER STUD BLOCKING 7// MIN. 114 - MAX. 44 - ACTUAL = +/- 14 2W 8 12 15 1& INTERSECTIONS, FACE NAIL, ANCHOR BOLTS BOTTOM PLATE BOTTOM PLATE TC FLOOR JOIST-BAND o ON EDGE "h, WEAINERING� SEVERE N K ANCHOR BOLTS 17 26 2-16d JOIST, ENDJ13IST OR BLOCKING 2-16d 2-16d PER FOOT WITHIN i MILE OF COAST, YES EXPOSURE 'B', ILOMPH SILL P LATE DETAIL HURRICANE SHUTTER TYPE S FLOOD HAZARD, YES - AE14 E TOP PLATE DETAIL FLOOR FRAMING AUTOMATIC ROLLDOWN SHUTTERS EXPOSURE CATEGORY, B (SUBURBAN) 5/8' DIAMETER 48' D.C. F JOIST TO SILL, TOP PLATE OR GIRDER-TOE 4-8d 2-10d PER JOIST BLOCKING ACCORDION SHUTTERS BRIDGING TO JOIST-TOE NAILED 2-8d 2-lOd EACH END AT SPLICE DECAYS SLIGHT TO MODERATE' 3'X3' X 1'X8' WASHERS, SLOTTED BLOCKING TO JOIST-TOE NAILED 2-8d 2-10d EACH END �i LINES BAHAMA SHUTTERS DE TERMITE. MODERATE/HEAVY BLOCKING TO SILL OR TOP PLATE-TOE 3-16d 4-16d EACH BLOCK :r STORM PANEL SHUTTERS ROOF DEAD LOAD, 15 PSF (87) LEDGER STRIP TO BEAM-FACE 3-16d 4-16d EACH JOIST PLYWOOD SHUTTERS IST FLOOR LIVE, 40 PSF FROST LINE DEPTHS 36 2ND FLOOR LIVE, 40 PSF JOIST ON LEDGER TO BEAM-TOE 3-8d 3-10d PER JOIST MIN 18 C.R. SCHWARTZAPFEL, RA IST FLOOR DEAD, 10 PSF ICE SHIELD UNDERLAYMENT, TO 36' AT RODFLINE BAND JOIST TO JOIST-END NAILED 3-16d 4-16d PER JOIST END FLOOR DEAD 10 PSF BAND JOIST TO SILL OR TOP PLATE 2-16d 3-16d PER JOIST ARCHITECT GROUND SNOW LOAD 1 45 PSF ACTUAL BUILDING DIMENSIONS 45'-2' X 44'-3' SHEATHING ROOF SHEATHING 8d 10d SEE CHART A TO SILL 889 W BEECH ST SPANS, DOUG FIR #2 DR BTR, Fb=1233.38. E=1,500,000 NOTESt ANCHOR BOLTS TO BE A MIN. OF 7' EMBEDDED INTO CONCRETE, MAX. 12' FROM STRUCTURAL PANELS ATE LONG BEACH, NY 11561 ANY CORNER AND PLACE, MIN. 2' FROM EDGE OF SILL PLATE. ANCHOR BOLT WASHER TO BE 3' X 3' X 1/8', MAX. SLOTTED. USE HOT DIPPED ANCHOR BOLTS AND WASHERS IN CEILING SHEATHING 5d COOLERS 5d COOLERS 7• EDGE/ 10' FIELD (516) 432-1666 GYPSUM WALLBOARD WALL SHEATHING REQ MNTS (139) (516) 432-5675 FAX ALL FLOOD ZONES. DOUBLE UP ALL 2X6 SILL PLATES AND LAP BOTTOM SPLICE WITH 3' O.C. TOP PLATE AND SPIKE TOP PLATE TO BOTTOM PLATE WITH (3) 16d COMMON NAILS WACH WALL SHEATHING 8d 10d SEE CHART B lvi NYRA UC. 021612 SIDE OF SPLICE IN LIEU OF HAVING BOTH ANCHOR BOLTS WITHIN 12' OF SPLICE ON STRUCTURAL PANELS 5d COOLERS 5d COOLERS 7' EDGE/ 10' FD1D THE BOTTOM PLATE. (NOTE, THE BOTTOM PLATE SPLICE MUST HAVE AT LEAST ONE GYPSUM WALLBOARD ° 10 0 1/2• DOUBLE EDGE \ 2X4 BLOCKING OJ SPANS @ 16' OG ANCHOR BOLT WITHIN 12' FROM ITS END.) FLOOR SHEATHING 8d 10d 6' EDGE/ 12' FIELD 5d COOLERS= 1 5/8. 5d GYPSUM NAILING @ 3' O.C. \EDGE, SPLICE 3' O G 2X6 2X8 2X10 2X12 (112 WFCM) . STRUCTURAL PANELS < 1' L, / ' 15/64 DIA. BLOCKING HEAD= 1 1/4' DRYWALL SCREW VERTICAL EDGE RAFTERS 10-9 14-2 18-0 21-1 SOLID BLOCKING @ RST TWO END BAYS OF NAILING @ 6. O.C. • DOUBLE PLATE BLE NAIL AND BOX EDGE SPACING FLOOR JOISTS FOR EACH FLOOR @ 48' O.C. 12-3 16-0 19-7 22-8 FOUNDATION F❑❑TING AND WALL (8 6) BLOCKING TO RECEIVE A min. of (2) 8d AT VERTICAL EDGE CEILING JOISTS BLOCKING - NAILING @ 12' O.C. A (112) IN FIRST TWO BAYS EACH END OF BLOCKING. ~ 1st. FL. JOISTS g-9 12-5 15-2 17-7 FOUNDATION FOOTING TO BE 16' WIDE AND 8' THICK WITH 3- #6 CONTINUOUS BARS ° FLOOR JOISTS � ° �HOLDDOWN 2ND FL JOISTS 10-9 14-1 17-2 19-11 USE A #5 BAR AT THE TOP OF THE FOUNDATION WALL. REINFORCING SHALL BET 8d NAIL AT 6' D.C. CONTINUOUS @ CORNERS BY USE OF CORNER BARS OR BENDING, MIN. LAP IS 251. CALL PANEL EDGES) DOUBLE EDGE ORNER DETAIL RAFTER HEEL/ CEILING JOISTS CONNECTION (131) VERTICAL REINF. CONSISTING OF ONE #5 BAR SHALL BE USED AT 8FT O.C. AND SHALL SEE PLAN NAILING @ 3' D.C. C TERMINATE IN THE TOP OF THE FOUNDATION WITH A STANDARD HOOK. FOOTING DOWEL BARS EMBEDDED A MIN. OF 6' INTO THE FOOTING SHALL BE PROVIDED FOR ALL ROOF SHEATHING REQUIREMENTS WALL SHEATHING NAILING REQ'MNTS REQUIRED VERTICAL REINFORCEMENT. DOWELS SHALL HAVE A STANDARD 90 DEGREE FOR WIND LOADS N HOOK. PROVIDE 16D COMMON NAILS @ 6' O.C. ALONG STUDS WHEN MAX. RAFTER HEEL CONNECTOR EXPOSURE 'B' = 1/2' EXPOSURE 'C' = 1/2' APPLIED WITH CORROSION RESISTANT FASTENERS (R 905.2.7.2) EACH ��CH IS LESS THAN 30 LBS. PROVIDE <1> 16d CO�tiON FDR CEILING JOIST LAP #5 WALL ATTACHMENT REQUIREMENT ARE TO BE APPLIED ON DOUG FIR RAFTERS WITH 8d COMMON 192 LBS. ABOVE 300 70 LHS. UIR OVER PARTITIONS, #5 FOOTI REINF. 13R 10d BOX. PERIMETER SHEETS ARE 4'-0' OUT FROM ALL EDGES OOF F ROW PLANE HOLDDOWN REQUIREMENTS NAIL SPACING FOR WALL SHEATHING — CHART B FACE NAIL VITH 3-16d DOWEL #5 WALL NG OR 4-10d COMMON NAILS LAP 25' REINF. @ Ed R 4 PERIMETER SHEETS INTERIOR SHEETS MIN. W/ WALL 8'-0' VERTICAL EDGE 6' O.C. EDGE 6. O.C. PROJECT NAME: HE REINF. NAIL SPACING FOR ROOF SATHING — CHART A VERTICAL INTERIOR 12' O.C. INTERIOR 12' O.C. SCHAWRTXAPFEL RESIDENCE 3' MIN. COVER HORIZONTAL EDGES 3. OR 4' O.C. NAILED IN DOUBLE ROWS FOR PERIMETER AND INTERIOR SHEETS MAX.CANOLEVER-LOAD BEARING 4' PERIMETER SHEETS INTERIOR SHEETS THIS PANEL JOINT IS CEILING JOISTS TO NON-LOAD BEARING: CANT.SPAN<1/4 EDGE 6' O.C. EDGE 6' O.C. 36 CAMEL HOLLOW ROAD FACE NAIL INTO ROOF E LOF FLOOR JOIST SPAN INTERIOR 12 D.C. INTERIOR 12 O.C. DIAPHRAGM BOUNDARY NOT CONTINUOUS, THESELLOYD HARBOR, NY 11743 RAFTERS USES 3-16d SOLID BLOCKING a IST TWO END BAYS OF ROOF RAFTERS @ 48' D.C.BLOCKING PANELSJOINTSARE TAGGERED OR 4-10d COMMON NAILS 1'—a' G FON. WALU FTG. DETAIL TO RECEIVE A MIN. OF (2) 8d @ EACH END OF BLOCKING PERIMETER B CEILING JOIST CONNECTION USM TO BRACWHERE ATTIC E THE GGAAB CEILING NDWALL OR WHERE A HIP ROOF�SSTEM ISWALLS) USED SHEETS NAILING RARE 4X8 PLYWOOD PANEL o 0 0 0 0 0 A RAFTERIHEEL CONNECTIONSYOU DON'T HAVE TO BLOCK THE FIRST TWO RAFTER BAYS. �/PERIMETER a INTERIOR NAILING AREA 0 0 0 0 o CONTINUOUS PANEL ©CHARLES R. SCHWARTZAPFEL, AIA 2020 WINDOW & DOOR OPENING CONNECTORS (102) CEILING REQUIREMENT'S /SHEETS TYPICAL SHEET JOINT NOTES: MAX. NAIL SPACING AT o 0 0 0 RIDGE CONNECTIONS WINDOW SIZE # JACK STUDS # KING STUDS HRD CONNECTOR BOTTOM (124) DIAPHRAGM CONNECTOR CEILING DIAPHRAGM BOUNDARY AND 2'5X3'6 1 2 LSTA9 LSTA9 SUPPORTED EDGES IS RIDGE CONNECTION STRAP 6. O.C. NAILING ALONG RIDGE CONNECTION STRAP VENT(�» ONE STORY - EAVE HEIGHT UP TO 15' CONTINUOUS PANEL IDGE VENT 8'-0' JOINT 2'6x4'0 1 2 LSTA9 LSTA9 BLDG. VIDTH DIAL. LENGTH # OF Sd @ _p.0 TYPICAL THIS PANEL EDGE IS 1X6 COLLAR 10 24' 81 6 ROOF/WALL NOT SUPPORTED BY 4$`D.C.IN THE 4'9X4'0 1 2 LSTA9 LSTA9 36' 8' q SHEATHING 8,-0 BLOCKING AND IS 'zm UPPER 1/3 OF 44' 12' 4 KNOWN AS THE FREE SPAN 3'0X5'6 1 2 LSTA9 LSTA9 TWO STORY - EAVE HEIGHT UP TO 30' EDGE. NAILING TO INTERMEDIATE FLOOR OR FRAMING MEMBERS IS ROOF JOISTS BLDG. WIDTH DIAD. LENGTH # O 8d @ _!)C ALSO KNOWN AS 6'0x5'6 1 2 LSTA9 LSTA9 24' B' 6 CEILING DIAPHRAGM 'FIELD' NAILING. 36' 12' 4 SPACING IS 12' O.C. 44' 12' 4 COLLAR TIE DETAIL STRUCTURAL RIDGE DETAIL PARTIAL ROOF OR FLOOR DIAPHRAGM IN PLAN VIEW C D BOTTOM SHEATHING REQUIREMENTS DOOR SIZE # JACK STUDS # KING STUDS HRD CONNECTOR §2304.10.3 ROOF FRAMING.EVERY ROOF GIRDER AND AT LEAST EVERY ALTERNATE ROOF CONNECTOR 1X6 COLLAR TIES IN UPPER 1/3, EVERY THIRD RAFTER Q NAILING RE UIREMENTS BEAMS SHALL BE ANCHORED TO ITS SUPPORTING MEMBER;AND EVERY MONITOR AND EVERY SAWTOOTH CONSTRUCTION SHALL BE ANCHORED TO THE MAIN ROOF CONSTRUCTION. SUCH ANCHORS SHALL CONSIST OF STEEL OR IRON BOLTS OF 3'0x6'8 1 2 LSTA9 LSTA9 SUFFICIENT STRENGTH TO RESIST VERTICAL UPLIFT OF THE ROOF. TYPICAL HOUSE INDICATING VARIOUS 6'0x6'8 2 2 LSTA9 LSTA9 SIMPSON STRONG—TIE FRAMING DETAILS/CONNECTIONS 5'0x6'8 2 2 LSTA9 LSTA9 H1 0 EACH RAFTER 1ST TO 2ND FLOOR CONNECTION ® EACH STUD i p K s>ws H2TIE Dowty SIMPSON STRONG—TIE — CS20 COILED STRAP L� 5A „ EACH RR J CRIPPLE SIDS H2.5A TIE DOWN000 L EACH RR ® 16 JUNE 2021 DOB REVIEW BS HDR. SC AN ®01 JUNE 2021 DOB REVIEW BS A LSTA 12 STRAP 0 21 MAY 2021 NO CHANGE DS CH �� HOR TONG STUDS STRUCTUOVER STUDS THING CH H G' p1 DETAIL IN N�� � 3 MAY 2021 NO CHANGE DS M LSTA 12 STRAP °SCRAP SIMPSON STONG—TIE CS20 SIMPSON STONG—TlE CS20 No DATE REVISIONS BY STRUCTURAL SHEATHNG COILED STRAP @ ROOF RAFTER OILED STRAP @ EACH STUD ��TM OVER SDS ACK STUDS DRAWN BY: BMS P IN DETAIL IN N do M LSTA 9P STUD TO TOP PLATE CONNECTION end distance Provide minimum 1' N 2-SDS3 Wk STUD TO SILL PLATE — 20 GAGUE STRAP CHECKED BY: CRS BOLT W/(10)SDS CRPPLE SRAS Equal number o specified Halls In SCALE: AS NOTED 1/4 X 3•WOOD SCREWS EACH STUD each end Simpson Strong-Tie t( H H —FJ. SIMPSON STRONG—TIE — CS20 COILED STRAP CS20 ISSUE DATE: 16 JUNE 2021 TDX5 — UPLIFT = 3695 E D A F Fa (STANDARD WASHER REQUIRED) 0'��� �H�Cy N _ wiIKING STUDS FON.WALL TO CNW COUPLER TO LSTA 12 STRAP CONNECT WITH FDN.BOLT , OVER STRUCTURAL�11iING JACK STUDS j F� IN DETAL IN N @ M LSTA 9 STRAP i R ONE STORY WINDOW HDR. DETAIL EXT. WALL �2—SOS3 e • Vel +-, L7 G H W/5/6'ANCHOR 180LT W/'WOODD SCRIM �� 021612 �0 PORCH HEADER O U T L OO K ER PAHD22 JACK STUD 11E DOWN DESIGN WIND LOAD FOR WINDOWS 15' MEAN ROOF HEIGHT OVERHANG QUTLO]KERS CONNECTORS (GABLE SOFFITS) SIMPSOd BCS2 SIZE OF WINDOW 4' O.C. 4' PERIMETER POST/ BASE CAP E. DOOR SQ. FT. INTERIOR ZONE END ZONE NAILING NAILING ZONE EXPOSURE 'B' 110MPH 12OMPH f—FJ. "-CONNECTOR 0-25 SQ. FT. 27 31 �� H2.5A (SIMPSON) H2.5A (SIMPSON) SHEET TITLE: 25-50 SQ. FT. 26 291— /GIRDER 50-100 SQ. FT. 25 27 BLOCKING ExPDSURE 'C' 1H2SA (SIMPSOM 1H6 ((SIMPSOM F.WALL CO WITH TO GENERAL NOTES R HOLDOWN CMM COUPLER CONNECT FON.. BOLT • -� J PHD2-SDS3 DESIGN WIND LOAD FOR WINDOWS 30' MEAN ROOF HEIGHT CONNECTOR 20' Max ND W HEADE DETAIL EXT. WALL //CONNECTOR TWO STORY WI 0 R '1Z SIZE OF WINDOW §2308.6 FOUNDATION PLATES OR SILLS.FOUNDATIONS AND FOOTINGS SHALL BE AS e & DOOR SQ. FT. INTERIOR ZONE END ZONE I SPECIFIED IN CHAPTER 18. FOUNDATION PLATES OR SILLS RESTING ON CONCRETE OR NAIL T 0-25 SQ. FT. 32 37 OUTLOOKER MASONRY FOUNDATIONS SHALL COMPLY WITH§2304.3.1. FOUNDATION PLATES OR SILLS FORM X16' X 8' PC 25-50 SO. FT. 31 35 BOARD 50-100 SQ. FT. 29 33 12' DIA. CONC. SHALL BE BOLTED OR ANCHORED TO THE FOUNDATION WITH NOT LESS THAN 1/2-INCH FTG INTO (12.7 MM)DIAMETER STEEL BOLTS OR APPROVED ANCHORS. BOLTS SHALL BE EMBEDDED m C FILLED SONO TUBE AT LEAST 7 INCHES(178 MM)INTO CONCRETE OR MASONRY,AND SPACED NOT MORE (153) (157) THAN 6 FEET(1829 MM)APART. THERE SHALL BE A MINIMUM OF TWO BOLTS OR ANCHOR GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD STRAPS PER PIECE WITH ONE BOLT OR ANCHOR STRAP LOCATED NOT MORE THAN 12 DESIGN VINO LOAD FOR SKYLIGHTS SNOW SPEED DESIGN FROST UNE DESIGN UNDERLAYMENT INCHES(305 MM)OR LESS THAN 4 INCHES(102 MM)FROM EACH END OF EACH PIECE. A PORCH POST AND COLUMNS!i'0 HSS x 3k TYP. LOAD (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. COLUMN SPACING (SEE PLANT PDRCH WIDTH SIZE DF SKYLIGHT 15' ROOF 30' ROOF USP STB SERIES ANCHOR BOLT USE 36 FOOTING DEPTH ALL SIZES 25 30 MODERATE SLIGHT / 36" AT EACH CORNER 6' OFF CORNER 45 110 N/A SEVERE 36' / HEAVY MODERATE 11 ABOVE IN BOTH DIRECTIONS DESIGN PRESSURE REQUIREMENT'S (154) RooFUNE 0 PORCH POST DETAILS P §2308.3.3 SILL ANCHORAGE WHERE FOUNDATIONS ARE REQUIRED BY§2308.3.4,BRACED WALL LINE SILLS SHALL BE ANCHORED TO CONCRETE OR MASONRY FOUNDATIONS. S CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA TABLE R301.21 SUCH ANCHORAGE SHALL CONFORM TO THE REQUIREMENTS OF§2308.6 EXCEPT THAT DWG NO: SUCH ANCHORS SHALL BE SPACED AT NOT MORE THAN 4 FEET(1219 MM)ON CENTER T STRAPPING DETAILS FOR STRUCTURES OVER TWO STORIES IN HEIGHT. THE ANCHORS SHALL BE DISTRIBUTED ALONG THE LENGTH OF THE BRACED WALL LINE.OTHER ANCHORAGE DEVICES HAVING EQUIVALENT CAPACITY ARE PERMITTED. C ooa oooaoa 0 ,z 2 A101 A101 6 6 30'-31- Al A100 15'-1 15-1 " 7-8" 2 5 = PROP. 2068 0 421 to CEILING CLO. 1 " = H sc 8' C.R. SCHWARTZAPFEL,RA a ARCHITECT _oi rt m I N 889 W BEECH ST LONG BEACH, NY 11561 co cr 66 NEW LOCATION of HVAC CONDENSER I I I I "' - - PROPOSED (516) 432-16 I I °O N N = (516) 432-5677 5 FAX REC BROOM NYRA LIC. 021612 CEI NGi PROP. to H T o iv — - - - - - - - -I — — — — — — — — — BATH EXIST. 00 EXIST. g 0 � N DN GARAGE GARAGE EXISTING GARAGE TO RE 4AIN STAIRt-11COMBINAT0SMOKE o 0 LANDING ' 9AND CARBO W cl, ( -� MONOXIDE D CTOR 2"X10' RIDGE BEAM - ro 5/8" TYPE X I r 8 v= GYPSUM U> 4 DN � N N C--)W BOARD ® z w x X F M CEILINGS F M En PROPOSED N N La ;, c EXIST. o 00 N BEDROOM 20 .o CL � I So I if SMOKE X=� RAISE FL LANDING TO DETECTOR / 1 0 / ElWI- ALIGN WITH ST. 1ST FLOOR = r', Q I NEW HAND AIL d- Q 0° o, Q m o` PROJECT NAME: PROP. 6 8 DR ;,�� r .tea LA MONICA RESIDENCE OPEN UP WALL & I CLQ _ o I 275 BALDWIN PLACE EXIST. INSTA EW HANDRAIL ��, s N " N CUTCHOGUE, NY 11935 HALLWAY �ep� U 49_o" 112- 12'-10ro ' 68D REMOVE & RELOCATED - - 2 1 - 21 2 ©CHARLES R. SCHWARTZAPFEL, AIA 2021 ACCESS DOOR V.I.F.LOCATION OF EXIST. DOOR E)OST. HANDRAIL & 10'- " 14'-11" 6'-11" NOTES: EXIST.COLUMN 30'-3 " PORCH 2 PROPOSED SECOND FLOOR PLAN ,/4' = 1'-0' SCALE PROPOSED FIRST FLOOR PLAN 1'-O' SCALE EXISTING PROPOSED 32'-31" 10'-0i" 14-1 7'-11 12" 12" T.O. ROOF $n[7 a$n --- - -- --- - __— - -- - - - --- 16 JUNE 2021 DOB REVIEW BS —_ » - ---_ _-- 12 12 === - - — --- -- =__ - --_-_ - - - — —_ 12 1211 == 12 =_ __ =- 12 =_ -_-- - 01 JUNE 2021 DOB REVIEW BS -- = 8» Q$» - =-- _ - =- _-_ - = __---- —�- ---- -= - = 8� Q 8� $» $� _ `�' 0 21 MAY 2021 DOB REVIEW DS _ _ _ - i 3 MAY 2021 DOB REVISION DS CEILING NO DATE EVIS I NS BY - _ DRAWN BY.• BS - T_ITi _ SCALE: AS NOTED 1,1 TL 'Tl j ..T r- 1 -- _ 1r1TL - - ISSUE DATE: 16 JUNE 2021 h LI o ' RED A 4 1_ L E SS E SS 1 X11 - E SS SS i.. 1.. 1 � NEW SIDING 1 i_ f I I_r ITI1� NEW SIDING NEW SIDING r NEW SIDING I ` i. 1 l=1 NEW SIDING .�� nt _ TO MATCH TO MATCH 1 r' TO MATCH L i = T TO MATCH �N O O 1 ' .' 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EXISTING � 1 205 EXISTING EXISTING � 201 202 -L EXISTING C'1 T � 8'-0" 'T � �i =r 4'-5 " 6'-1 " "I L I T I_ '_ N � PROPOSED � 1 I ' PROPOSED 80-07 $-o PROPOSED T.O. 2nd FLOOR I EXISTING ' I I i-7' T EXISTING EXISTING T h 1 L I 'Ta ' l 1 - L 1:r T �� 021612 Q 1 � rim � � � � � r l� � 1 1111 J -r �T_T T- ->T \ 1 Lr T 1 I ; oo SHEET TITLE: - - - T PROPOSED FLOOR PLANS It SIT L I T PROPOSED ELEVATIONS L [ lil tA I Ll r I IT I T.O. 1st FLOOR - _� x � GRADE GRADE GRADE 1,>, T GRADE 1.` r T GRADE �`� -�_�- - - - 3 PROPOSED WEST ELEVATION 4 PROPOSED SOUTH ELEVATION 1'-0" SCALE 1/4' = 1'-0" SCALE — ij , 5 PROPOSED EAST ELEVATION 1/4` = 1'-0' SCALE DWG NO: CONSTRUCTION SPECIFICATION 10 O O O O O 7, FLOOR CONSTRUCTION WALL CONSTRUCTION ROOF/CEILING CONSTRUCTION D CEDAR SHAKE SIDING • FLOOR FINISH FLOORING • • 3 TAB ARCHITECTURAL FIBERGLASS ROOF SHINGLE � • 2X8 FLOOR JOIST' 0 16' O.C. • TYVEK HOUSE WRAP • 15 FELT PAPER MIN OVERLAP 4', DOUBLE 1 72 • 3/4 " PLYWOOD SUB—FLOORING • 1/2 COX PLYWOOD SHEATHING LAYER 0 ALL RIDGES & VALLEYS RMF W TIL R❑❑F • SOLID BRIDGING 1) MIDSPAN & SUPPORT WALLS 2" x 4" WOOD STUDS ® 16" O.C. • CRICKET & METAL FLASHING AS REQUIRED • 20 KRAFT FACED FIBERGLASS BATT INSULATION . ICE & WEATHER SHIELD I • °ODD EXEM r ii nn 5/8" TYPE X GYPSUM WALLBOARD • GUTTERS & LEADERS FLOOR • 1/2" GYPSUM WALLBOARD • 3/4" PLYWOOD SHEATHING ROOF PARAM • WINDOW & DOOR TRIM . 2" x 8' ROOF RAFTERS 0 16' O.0 _� • 2" x 10" ROOF RIDGES ( C.R. SCHWARTZAPFEL, RA NEW 2" x 8" CEILING JOIST ® 16" O.C. ARCHITECT • R-49 INSULATION WiRO u • 1/2" GYPSUM BOARD I I I 889 W BEECH ST NEW LONG BEACH, NY 11561 NEW. (516) 432-1666 Z�l�w I I (516) 432-5675 FAX NYRA LIC. 021612 T.O. ROOF 1#� 2ND FLOOR +00' 8" Q8" H HW HW R \ \ Lo = oasnNc ea>HRaaa CEILING aasr. Dost. - 4 IST FLOOR \ HW H _ = 11E�rto oasm+c N r PROPOSED o 0 21 0 WAM BEDROOM °° °° AIR PROP. i PROJECT NAME: LA DI BATH IS PROPOSED T.O. 2nd FLOOR N 3 PLUMBING RISER DIAGRAM LA MONICA RESIDENCE + NTS 275 BALDWIN PLACE F-14 Ao CUTCHOGUE, NY 11935 EXISTING 8" LVL 5/8" TYPE X EXISTING CEILING AS PER RESIDENTIAL BUILDING CODE SECTION 303.1: BOX BEAM GYPSUM A MINIMUM OF 8% OF ROOM AREA IS REQUIRED FOR NATURAL LIGHT WALLBOARD LIGHT AND VENTILATION CALCULATIONS A MINIMUM OF 4% OF ROOM AREA IS REQUIRED FOR VENTILATION = ROOM AREA MIN LIGHT PROVIDED LIGHT WINDOW INFO: MIN VENT PROVIDED VENT ©CHARLES R. SCHWARTZAPFEL, AIA 2021 o opo PROPOSED 433 sq ft 34.64 sq ft 53.77 sq ft 3 WDO �� 17.32 sq ft 3 WDO 4840 = 21.57 VENTING NOTES: REC. ROOM CLEAR GLAZED AREA PROVIDING 14.38 EA = 43.14 SF 1 WDO 3046 = 5.32 VENTING (12.42%) CLEAR GLAZED = T.O. 1st FLOOR 26.89 VENTING 1 WDO 3046 (6.21%) +0.0 COMPLIES PROVIDING 10.63 SF CLEAR GLAZED COMPLIES PROPOSED 136.0 sq ft 10.88 sq ft 14.38 sq ft 1 WDO 4840 5.44 sq ft 2 WDO 3OX48 = 7.19 VENTING BEDROOM CLEAR GLAZED AREA PROVIDING 14.38 SF CLEAR GLAZED (5.297.) (10.57 COMPLIES COMPLIES T.O. EXIST. FOUNDATION PROPOSED 38.0 sq ft 3.04 sq ft 3.9 sq ft 1 WDO 2519 1.52 sq ft 1 WDO 2519 = 1.95 VENTING +' BATHROOM CLEAR GLAZED AREA PROVIDING 3.9 SF CLEAR GLAZED (5.13 __ - - - - - - (10.26%) EXISTING FOUNDATION COMPLIES COMPLIES SUPPORT TO BE V.I.F. &11 PROPOSED SECTION A /4" = V-0" SCALE WINDOW SCHEDULE +00' 11 81p D$" WINDOW NO. LOCATION WIDT-1 HEIGHT MANUFACTURER TYPE ® 16 JUNE 2021 DOB REVIEW BS K, ® 01 JUNE 2021 DOB REVIEW BS / \ i in 201 BEDROOM 4'-8 4'-0" ANDERSON CW24 © 21 MAY 2021 DOB REVIEW DS EGRESS 3 MAY 2021 DOB REVISION DS CEILING202 REC. ROOM 4'-8 4'-0" ANDERSON EGRESS No DATE REVISIONS BY DRAWN BY: BS LL 203 REC.ROOM 3'-1 1" 4'-8 Z" ANDERSON TW3046 CHECKED BY: CRS / O s EGRESS �D o p SCALE: AS NOTED PROPOSED PRbPO BEDROOM REC.ROOM\ RI o Z 204 REC. ROOM 4'-814"1 4'-0" ANDERSON CW24 ISSUE DATE: 16 JUNE 2021 co 00 0 EGRESS R V QED Al SISTER DaIG I Lu 205 REC.ROOM 4'-8`' 4'-0" ANDERSON CW24 �� ""2X8 FLOOR sTs T.O. 2nd FLOOR EGRESSFOR ADDITIONALPPORT \ PROPOSED +' 0 206 BATHROOM 2'-4 �" 1'-8$" ANDERSON AN251 • CEILING EXISTING 8 LVL • ---- - EXISTING BOX BEAM GYPSUM E X WALLBOARD 9J` 021612 �0, = 4'_8 1 3'—�8» 2'-43» �op kap o 0 — A1HLr7I SHEET TITLE: 00 r(o / \ PROPOSED SECTIONS T.O. 1st FLOOR - SCHEDULES,CALCULATIONS +0.0' o 'moo AN 251 PLUMBING RISER DIAGRAM FFM —1H � II CW24* lr__E fi-l! T.O. EXIST. FOUNDATION TW3046® J oj :]EXISTING FOUNDATION SUPPORT TO BE V.I.F. 2 (PROPOSED SECTION B DWG N0: 1/4" = 1'-0" SCALE ot