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HomeMy WebLinkAbout46081-Z �g�ffOL cGy Town of Southold 8/31/2023 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44515 Date: 8/31/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 100 Old Pasture Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.-11-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/23/2021 pursuant to which Building Permit No. 46081 dated 4/14/2021 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: additions and alterations, including covered entry and rear stoop,to existing single-family dwelling as applied for. The certificate is issued to Travers,Donna&Thomas of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46081 8/30/2023 PLUMBERS CERTIFICATION DATED 4/14/2021 Kith Scanlon[j uth ri d ignature ao�SofFot,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT y 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#: 46081 Date: 4/14/2021 Permission is hereby granted to: Travers, Donna 171 Castle Ridge Rd Manhasset, NY 11030 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 100 Old Pasture Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 103.-11-18 Pursuant to application dated 3/23/2021 and approved by the Building Inspector. To expire on 10/14/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $347.60 CO-ADDITION TO DWELLING $50.00 Total: $397.60 4 ---- . Buil g Inspector pF SO!/r�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.deviin(aD-town.southold.ny.us Southold,NY 11971-0959 Q �y�OUNTV,N� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Donna Travers Address: 100 Old Pasture Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 46081 section: 103 Block: 11 Lot: 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition X Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 8 Ceiling Fixtures 2 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 3 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 30 CO2 Detectors Sub Panel A/C Blower Range Recpt Gas Ceiling Fan Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 5 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Hood, Oven, DW, Floor Heat-2, 200A Panel 40 Circuit/ 34 Used, Micro Notes: " AS BUILT NO VISUAL DEFECTS " Renovation, Addition and Service Inspector Signature: Date: August 30, 2023 S.Devlin-Cert Electrical Compliance Form �1��p Sol/ Town Hall Annex /_0 Tele.hone(631)'765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF.SOU HOLD L MAY 3 0 2023 CERTIFICATION Date:—Y Building Permit No. Owner: T—C)a I�Wmg� L '(Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of'I% lead. (plumbers Signature) Sworn to before me this day of , 2040' COLLEEN A.MONTRONY Notary No.01 ublicM06132243 of New York Qualified in Suffolk COU tV Commission Expires August 22, Notary Public, �V�b fl(-County OE SOUIy��O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 --l-NSPECTION [ ] 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: 0 . , 0Vi j DATES INSPECTOR ��oFso�yo _ a a0 # # TOWN OF SOUTHOLD BUILDING DEPT. courm 765-1802 INSPECTION [` ] FOUNDATION 1 ST [ ] 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 CA _Giv keA d REMARKS: Ar �3 AGS Q e Pn A 99-rCZ 4 A 4ie �'j *X- IA DATE V (P 2 2 INSPECTOR �'' 0f 50UT�olo # # TOWN OF SOUTHOLD BUILDING DEPT. °ycourmN�' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] UGH 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 c �7REMARKS:4A ol�&bjj w4l-� 4f cri 14-7 0 n el v' inl -irk � �1 �✓ on o DATE J �/ INSPECTOR lf 500TyOl /00 o ( d TOSA4-lle # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] 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 [ ] RENTAL REMARKS: S -d- a c S I Irebo,).o11 cel/t - W & r-A ,r 1 ':�- J &f,ZG� Ccs. r �-rr LAiccn 5 tA/2� n4n. 4pov�'j e' J trl-q to. r DATE /,-7/1,3-- INSPECTOR OF SOUIho # * TOWN OF SOUTHOLD BUILDING DEPT. �ycoorm,��` 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULA ON/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: DATE !7 INSPECTOR SOUIyOIo ���I 1 � '� � �� ��-L.J �✓f'� # * TOWN OF SOUTHOLD BUILDING DEPT. courm1 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: 1,411,., v t�� DATE o INSPECTOR FOUNDATION(IST) 10 WAA PLUMBING INSULATION. STATE ENERGY CODE � � �► Art b PA • 11 0 • I 1+ � � n milk �� Il�i1J��L'•�iZi�_ � ��i ar '_� f ' gUffDCX TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 t opo ao�� Telephone (631) 765-1802 Fax (631) 765-9502 hitps://www.southoldtomLnny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only L... PERMIT NO. Building Inspector: MAR 2 3 2021 Applications and forms,must be filled out in their entirety incomplefie applications,w�ll not be accepted _Where the Applicant�s'.not the owner,an .- ' Date: 3 3 b Od OWNER(S)' PROPERTY r v.e-1.3._...._ ....._......,... _ 1000- ' Name: �o n.._.a-..../�o.%n.a....�_._� SCTM#..:........_.......,.J� __ .J�.,'��/.--. ...,. ...,.._..........:........_...,.�.._..,.,......__...._.,.... Project Address: Phone#:_...._,_.. � ` J_.-__ ._ _5�.. _._,.__...._._._._...,....__.,_ ........_ Email: Mailing Address: CONTACT PERSONIS _ •r t Name: ,t Mailing Address: Phone#: a7�• 0 3 Email DESIGN PROFESSIONAL INM MATiON Name: Mailing Address: 1 �1 Phone#: Email: CONTRACTOR INFORMATION Name: Mailing Address: Phone#: Email: _�__.._.._.,.........__-.._.�.3._!_',..�7.�'_�._7.©..y3.�_.,...____......_....._...._._r.._�,�..__._._. ...__.._......._._._:....,'_._,....{��m.._.(o......Gt.j4c.r_�_.c��'►,._._._...,.w...�_......_..._.....F_. DESCRIPTION OF-PROPOSED CONSTRt1CTION 4 ❑New Structure addition Alteration El Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded?,......❑Yes... . .o.._.,-_...n-�............._...._...._n.._._.._..._.w....,_._,._....,....................�._.,_.__.a Will excess fill be removed from premises? C�Yes El No 1 PROPERTY INFORMATIbl4 Existing use of property: Je Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ONO IF YES, PROVIDE A COPY. L"f Ch6ek BOX AfterRea ing The owner/contractor/design:professional is responsible for all drainage and storm water issues as provided by Chapter 236 ofahe Town Code APPLICATION IS HEREBY MADEto the$uilding,Department fqr 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,Ordinarices�or Regulations;forthe construction of buildings, additions,alterations or far removal or demolition as herein described.1lie-applicant agrees to.comply vuith:all applicable laws;ordinances,building code;'. housing code'and regulations and io admiYauthorized inspectors on prem�ses.and ui building(s)for necessary inspections:False statements made herein'are .punishable as'a`Class A misdemeanor'pursuant,to`Sectwn210 S of the,New York StatePenal � Law.' Application Submitted By(print name): - ®"Athorized Agent ❑Owner Signature of Applicant: /11 ` Date: _7_ a .aoa STATE OF NEW YORK) .S: COUNTY OF L) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 23 day of, Notary ublic 9„gp����rpbp Dawn Johnson �SPTE.Op�O. PROPERTY OWNER AUTHORIZATION 1_ : ” °ate ! allotaryPublic,StateofNewYork No OIJ06349053 (Where the applicant is not the owner) -.,' ;nr ,' QualiriedenSuffolk County �/ /' pnuuuuuu Commission Expires 10/11/20 ' / I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 �o�oS�fFot,��oGs BUILDING DEPARTMENT-Electrical Inspector Go = TOWN OF SOUTHOLD 4,4 AV Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 '�Ol Telephone (631)765-1802 Temporary Certificate # DateMLI.V& 2023 Customer Name / 3 Electrician Name Address t) o(ct Phone &:5 1 -77 3/7 e-mail e-mail Sj� jo Phone License# ffil rs7 02 Size ZOO A Phase I Overhead Underground I #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Polel H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by € BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD TO=Hall Annex-54375 Main Road-PO Box 1179 Southold, New York 11971-0959 Telephone(631)765-1802-FAX(631)765-9502 �,�+¢" rocrerr®southokflovmnv aav se�nr+ rt holdtoymnv ao ApPS.ICATIQN F ELECTRICAL INSPECTlbN ELECTRICIAN INFORMATION(Ae lrroarnsGon R�ulred) Date: Company Name; /' Name:. L �c4-�7J License No.. .� .?. _, email:ATO �19AiE3�7 /� G Phone No. f request an email copy of Certificate A.:Compliance L U JOS SITE INFORMATION &4,42A -1prZF OV W1.0 (AN tMormation Re<u ed) . . =address: //©��A�t�1��' Cross Street: Phone No.: / I Bldg.Permit#: email: Tax Map District: 1000 Section: Block Lot BRIEF DESCRIPTION OF WORK(Please Print Clem -.4.. 46W 9" AMP Check All That Apply: Is job ready for inspection?: Q]� ES ®NO:. h In E:�4 Do you need " fitp Certificate?: YES []NOIssued On 23 �Illi►dlti`�9tn: (Alllnforma;tonrsgwred) E33 Ph �A #Meters�Old LAetern 0Now Servk,, ❑Se ice Reconnect G"`s$�;:i :,r.r_atd0Overhead Under round Laterals 2 nHlFrameo,,e Work done on Service? �tl Addition4 lnformation: PAYMENT DUE WITH APPLICATION 4.e pml( � .9 - *1 W. MiUo aj a S a" an he,cd �w Certifications indicated hereon signify that this plat of the property depicted hereon was made in accordance with the existing Code of Practice for Land Surveyors adopted by the New York State Association of Professional Land Surveyors. This certification is only for the lands depicted hereon and is not certification of title,zoning or freedom of encumbrances. Said certifications shall run only to the persons arid/or entities listed hereon and are not transferable to additional persons,entities or subsequent owners. PEOUASH' AINENUE (FLEET NECK ROAD) I S 45029' E 100.0' I FAG JI I POLE 0 Olo I Q:I � o 33.4' � i U Q(p 11.2'O W 10I Y (v M 7.3' W W u7 j O O W U� ., `, I o V) Q j❑ 8.6' OH O TAX Will I LOT Z 17 J AZO - � o 0 N CO W = O U) �0Z ON IN 0 3�1 N o 6.0' 37.9' w� U ".I - - - �' 21.1' ... ..._._ �nrv,6✓A'r 1r I. PLANTER OZ DHDI FE ARBOR ON DECK 2.1'N LINE t SHED N WOOD CURB O FE FE 0.2'S — 0.7'E—— MONUMENT r POST AND (7D a FOUND 0.8'E RAIL FENCE HEDGE I N 45'29' W 100.0' TAX LOT 1.2 I LM: SURVEY VIEW: SURVEY The offsets or dimensions shown frorn:!i.:ctures to the property vines ore cl soe-ific purlrose and usa,ji;d;ieiefo;e,n'e ra:.:i:;endad to gc;,.a it fire erection of fences, retaining walls, pools,patios,planting ora;;s,odcdions to buildings aid any oilier construction. S.ibsurfa:e and envi,onrnanicl conditions were ncl examined or considered as a part of this survey. Easements, Rights-of-Way of record, if any;are not shown. Property corner monuments were not placed as o part of this survey. © 2022 BBV PC Barrett Tax Map: DISTRICT 1000 SECTION 103 BLOCK 11 LOT 18 ` Unauthorized alteration or addition to Bonacei & Map of: PROPERTY this survey is a violation o Section f Van Weele Map Lot: -- Map Block: -- PC 7209 of New York Stale duds Law Engineers 9 Surveyors Planners 175A Commerce Drive.Hauppauge,NY 11788 Filed: -- Na.: -- County: SUFFOLK T 631.435.111 1 F 631.435.1022 www.66vpc.com Situate: CUTCHOGUE,TOWN OF SOUTHOLD Certified to: Title No.: Revision BY Date Copies of this survey map not bear- ing the land surveyor's embossed DONNA TRAVERS&THOMAS TRAVERS seal and signature shall not be con- sidered to be a true and valid copy Surveyed 6y: C.S. Drafted by: J.F. Checked by: C.W. project No.: A180390A Scale: 1"a 30' Date: APRIL 26 2022 K:\DalB\Al80390\DWG\Al8O390.dwg,UPDATE,5/7/2022 3:26:31 PM,Barrett,Bonacci&Van Weele/CW Generated by REScheck-Web Software C�J( Compliance Certificate Project Travers Addition Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 180 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 100 Old Pasture Road Cutchoque, ny Compliance: 19.4%Better Than Code Maximum UA: 108 Your UA: 87 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code 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 447 30.0 5.0 0.030 13 Wall:Wood Frame, 16" o.c. 994 21.0 5.0 0.043 40 Orientation: Unspecified Window:Wood Frame 61 0.280 17 SHGC: 0.40 Orientation: Unspecified floor:All-Wood joist/Truss 447 25.0 0.0 0.038 17 Compliance Statement, The proposed building design described her is consisten wit the building plans, specifications, and other calculations submitted with the permit application.The proposed bui ing as be n de igned to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandator req !rem ted in the REScheck Inspection Checklist. A'yz'R =r"_�' . s Ito l Z/ Name-Title atut'i(',� ��'�� Date L E!' (? 01 cl ` 0- OF i� Project Title: Travers Addition Report date: 03/10/21 Data filename: Page 1 of 1 D�. 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 111 12 w PROP. GAS FIREPLACE ZONING ANALYSIS PROP. STOOP PROJECT NAME: TRAVERS ADDITION ,��n _ 35 S.F. SITE ADDRESS: PROP. BATH 100 OLD PASTURE ROAD COVERT & LAUNDRY Cutcho ue, NY EXISTING 216 S.F. a GARAGE TO i MUNICIPALITY: BATH ROOM 1 --- Town of Southold 100 SQ.FT. N 47°52'0 " E 15 0.2 i 1 1§ LEGAL DESCRIPTION R40 DIST SECTION BLOCK LOT O � 1 0 O i � O o - PERN.1ITTED USE(S): PROP. FOYER n V) & BREAKFAST NEW w 39' -3� & ROOM I STOOP O W LOT AREA: —6" 131 S.F. ' O I STORY I SETBACKS (APPLICABLE TO MAIN BUILDING) T FRAME Q _ � GARA DWELLING REQUIRED PROPOSED PROP. ENTRY FRONT 35'-0" 39'-3 1 2" 38'-2 1 2" _ i i PORTICO EXISTING O — 41 S.F. STOOP RE/,R N I 35'-0" 35'-0" ^/ ° 1 O o N W SIDE 10,-0„ 28,-5„ co 0 Ln ro to SIP 'O M B I N E D dust pr®vide Manuals D, J and S as per - - - - - - - - - - OPOLE NYS Energy code Blower door S 47°52'00" W 150.26' and ductwork testing retilA j� : testing required. OL PASTUTIVIEE. ROADELECTRICAL AP R VEB.P.AS NOTED INSPECTION REQUINFl) RENOVATE REPLACE EXISTING DATE: EXISTING KITCHEN CABINETS P # DEN 200 SQ.FT. F4E: 3 BY: 190 S.F. °,_,I iFY BUILDING DEPARTMENT AT -=',-1802 8 A TO 4PM FOR THE COMPLY WITH ALL CODES OF !OWING INSPECTIONS: NEW YORK STATE & TOWN CODES 3UNDATION - TWO REQUIRED AS REQUIRED AND CONDITIONS OF FOR POURED CONCRETE 2. SOUGH - FRAMING & PLUMBING ! 0'vbv SBA '. INSULATION T�DLG T�. r.. 4. F-INAL - CONSTRUCTION MUST PlANl4'IUG BOARD BE COMPLETE FOR C.O. iii u ;''�i RUSTEES ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLOT PLAN SCALE N.T.S. OCCUPANCY OR PURSUANT ATO CHAP1LR Uf3!�JFF USE113 UNLAWFUL z�s CONTRACTOR SHALL VERIFY SOIL OF THE TOWfJ CODE, CONDITIONS PRIOR TO CONSTRUCTION WITHOU I CERTIFICATE NO CHANGE IN BEDROOM COUNT OF OCCUPANCY ;PL:UMBING7 ALL PLUr„+RiiJG WASTE PLUMBER CER TIFI &WATER LINES Int LD TE (rr�G.BEF0RE C,,ovE;R'NG ON LEAD CONTENT BEFO E CERTIFICATE OFOCCUPANCY SOLDER USED IN WATER DQ NCT PRpCEEO. SUPPL YSYSrEI6'f CA , 'BRAIDING UNTIL SU VEY EXCEEp 2✓fo OF f LEAD 10P FOUNDATION LocATro HAS D �.;,j,^1R RrwE0. All ,.. C Installed replaced or Sheet Number Project Number Sheet Status ��� 'S'i�. Sheet Title ' �� I t'r, No: Date: Issue: No: Date: Issue: �� ,,�� y "o� F� Date 03.10.21 repaired shall conform 1 6 �� �� ,�� �� Andreas Letkovsky Architecture, P.C. ter 17 P LOT PLAN to a f f ' fiT* ” Scale AS NOTED of the Tox-,M Cade 2 02.24.21 INITIAL PRELIM DESIGN 7 '' t 1 ' 3 03.04.21 FINAL PRELIM DESIGN 8 91-101 Broadway, Sutie 11, Greenlawn, New York 11740 Project Title PPI 4 03.10.21 Bid & Permit 9 \ Draw c3�j� 02,154't r�= Tele: 631-757-6204 Fax: 631-757-0628 E-mail: infolALArchitecture.com 5 10 _FCFt�� = Check AL Travers Addition Al of i 1 2 1 3 1 4 5 1 6 1 7 8 g 10 11 12 GENERAL NOTES 1. Contractor shall visit site and verify all conditions and dimensions. Any discrepancies, omissions, 18. If, in the course of construction, a condition exists which differs from that as indicated on the 4.1 Concrete Unit Masonry 2.5 Waterproofing 8.9 Hardware or problems shall be reported to the Architect before submission of bids. A submission of bid plans, the Contractor shall stop all related work and notify the Architect. Should he fail to follow shall give written notice to the Architect, of any materials or apparatus that he believes inadequate these procedures and continue with the work, he shall assume all responsibility and liability arising 1. Do not place masonry units when air temperature is below 40 degrees F. 1, Where indicated on the drawings and where otherwise required for proper waterproofing of planters 1. See Owner or Architect for all door hardware sets to be selected. or unsuitable, in violation of laws or ordinances and rules or regulations of all Authorities having therefrom. and similar items, provide a complete "Bituthane" waterproofing system as manufactured by W.R. jurisdiction, and notice of any necessary items of work omitted. If the Contractor fails to give 2. Clean surface of mason as required for proper application of the specified finishes Provide Grace Co. or approved equal. 2. Hardware for exterior doors: such notice, it shall be assumed that he has included the cost of all items in his proposal, and 19. Contractor is to supply the Owner, in writing, a waiver of all liens for himself and all suppliers and normal weight (125 bls.7cu. ft.) hollow load bearing block conforming to ASTM C90, Grade N-1. Contractor to install exterior lock sets provided by Owner. he will be held responsible for the satisfactory functioning and approval of all work under this Subcontractors before final payment is requested, as well as final inspection approval(s). 2. Provide and install 6 mil. thick polyethylene sheet with 12" min. lap, where drawings call for new Contract without extra compensation. 3. Installation shall follow National Concrete Masonry Institute's recommendations. concrete slabs or screed coats. 3. Closet Hardware 20. General Contractor to coordinate with Owners Lawn Sprinkler Contractor and landscape Contractor A. All new closet interiors to be by Others. 2. Owner shall procure and pay for all permits, fees, etc., necessary to perform all work and services for all necessary work. 4. Lay walls in running bond pattern, unless otherwise indicated, provide control joints 30 ft. o.c., 7.2 Insulation B. Closet door hardware to be selected by Architect or Owner. herein specified or indicated on the drawings unless otherwise noted. All work shall be done in locations to be verified by Architect unless indicated otherwise on drawings. (If applicable). 1. Provide the following building insulation where shown on the drawings or otherwise needed to 8.10 Tile compliance with local codes, ordinances, rules and regulations. Contractor shall be responsible for 2.1 Demolition Tie intersecting walls with truss type reinforcing 16" o.c. vertical) and back min. achieve the degree of insulation required under pertinent regulations of governmental agencies hang obtaining Certificate of Occupancy and other municipal inspections. 5. � " 9 YP 9 Y 1. The work under this section shall include all labor materials, appliances, and services necessary to 2'-0" into each wall. jurisdiction. Insulation is to be installed with vapor barrier. 1. All joints and layouts of tile/marble/granite shall be gone over with Architect before installation. 3. No work shall be started until plans have been approved by the Building Department and all other complete all demolition and removal work and related work which required by drawings. The Joints shall be flush and narrow as possible. agencies having jurisdiction. Contractor is to remove indicated interior partitions, ceiling, cabinetwork, plumbing fixtures, heating 6. Wall reinforcement to be truss type, continuously welded wire as manufactured by duro-wall or 2. Contractor shall furnish and install all blanket type insulation batts in new walls, floors, and elements, air conditioning units and electrical fixtures. The Contractor is to report any equal, 9GA; follow manufacturers installation details. ceilings. All batt will be Owens Coring Fiberglass or equal with foil vapor banier wrapping,; install 2. All tile/marble/granite intersections and returns shall be as perfectly formed. All cutting and 4. Contractor shall file Certificate of Workmen's Compensation and Disability Certificates with Building discrepancies of encountered conditions with the drawings to the Architect. Demolition is to include full thick in walls as required in ceiling stapled so that the vapor barrier side faces interior of drilling shall be neatly done without marring. All cut edges shall be carefully ground and jointed. Department before starting work. any work necessary to make existing premises conform to new plans. 7. Provide misc. anchors and ties as required. Min. 14GA. Galvanized steel or 3/8" diameter galvanized building. steel rod for thin stone veneer applications. 3. All tile/marble/granite in toilet/bath areas to have wet ground mitered corners and edges. 5. Only written dimensions and never scaled dimensions from architectural drawings will be recognized 2. Where walls are shown removed patch floor and ceiling adjacent materials and finishes to match 3. All hot and cold water pipes to be wrapped with pipe insulation tubes. as valid. If there are any missing dimensions contact the Architect for dimensions prior to for homogenous finish, (typical of all walls removed). " " 4. New tile/marble/granite to be installed as per latest suggested method of the handbook for proceeding with work. 8. Use type M mortar conforming to ASTM C-270. Maintain a constant joint width throughout the 7.3 Roofing ceramic tile installation. Mud for flooring mud base/thin set walls. work. Unless otherwise indicated or noted 3. Remove existing base and door moldings and replace as required. , joints shall be minimum 1/4" wide. 6. The AIA General Conditions or most current supplements whether attached hereto or not shall form 1. Contractor to provide positive slope down to roof drain by shimming roof sheathing. Review with 5. All walls, floors, and notches to be tile/marble full height unless otherwise noted. See drawing W a part of this Contract. The Architect has not been retained for on site supervision or observation 4. The General Contractor is responsible for all demolition required to complete the job according to 4.2 Masonry Veneer Architect before construction. Method of shimming shall provide full bearing of roof sheathing details. of construction unless agreed to in writing. the construction drawings whether or not shown on the demolition plan. through to rafters or roof joists. 1. Connect new masonry veneer to sheathing with Heckman (or equal) #187 Corrogatted Clips, 6. Prepare all floor and wall surfaces to receive new the/marble/granite as shown on architectural 7. Insurance: 5. Care is to be taken in the demolition phase due to unknown conditions inside existing walls, floors 16GA galvanized steel (non-corrosive) at 16" O.0 H & V. 2, Asphalt shingles to match prop. metal roof color or as required. plans. A. Unless specifically stated otherwise in the Contract Agreement, each Subcontractor shall file and ceilings such as continuous exhaust or chimney flues, electrical wiring, HVAC ducts, structure, Certificates of Insurance, acceptable to the Owner, prior to starting work. The Contractor shall be etc. 5.1 Steel 3, Install Cant strips in angles of intersection between roof deck and vertical walls and curbs as 7. Contractor is to take all necessary precautions to protect new tile/marble/granite from areas still responsible for all work of every description and distinctly assume required by roof manufacturer's specifications. being worked on. and does so assume all risks for damage or injury from whatever 2.4 Site Grading and Drainage 1. Rolled steel plates and bars-comply with ASTM A572 grade 50. cause to property and persons used or employed on or in " " " 4. Installation of roofing to be by qualified roofers who understand how to achieve a watertight 8. All tile/marble/granite to be supplied by Contractor. General Contractor is to prepare walls &/or connection with his work, and of all damages or injury to any 1. Work included: excavate, back fill, compact, and grade the site to the elevations shown on the 2. All steel columns bearing on foundation walls to bear on 8x8 x3/8 steel plate, unless otherwise roofing and flashing system with the conditions indicated on the architectural drawings as the floors to receive tile. persons or property wherever located, resulting from any action drawings and as needed to meet requirements of the construction shown on the contract noted. existing conditions pertaining to the project. Refer to manufacturers directions regarding or operation under the Contract or in connection with the work, documents. Grading to be executed in a manner to permit proper drainage of storm water installation. 9. Marble/granite slabs, flooring and veneer to be min. 1/4" thick. and undertakes and promises to defend the Owner against all without ponding and be town approved. 3. Comply with AWS code for procedures, appearance, quality of welds, and for method used in claims on the account of any such damage or injury. correcting welding. 5. All details of shingle roof application, including but not limited to shingles, flashings and shingle 10. Built in soap dish tile/chrome/marble to be supplied by General Contractor in the shower and tub. The Contractor shall carry insurance os follows: 2. FII to be compacted, free from clay, organic matter, loam, waste or other objectionable matter. underlayment shall be in keeping with the standards of the "Asphalt Roofing Manufacturers See plan for locations. 6.1 Rough Carpentry Association". 3, Grade area adjacent to building to achieve drainage away from the structures and to prevent 11. Wood stud partitions to receive marble/tile to be spaced 12" o.c. 1. Workmen's Compensation as required by labor Laws. ponding. 1. All framing shall be Doug Fir #1 (Fb=975psi) or better as per latest issue Building Code. 6. Roof shingles shall not be installed on a roof slop of less than 2 vertical to 12 horizontal. 12. Marble that is installed on shower floors is to have either ribbed or honed finish. 2. General Liability with limits of 1,000,000 each person and Interior partitions to be 2"x4" and exterior walls shall be 2"x4" nominal dimension 016" o.c. unless 7, Roof shingles installed on slopes between 2 on 12 and 4 on 12 shall be installed in accordance $3,000,000 each accident. 2. P g p A. Bodily Injury Liability with limits of $1,000,000 each person, 2.5 Excavating otherwise noted on drawings. with the low slope roof installation standards of the "Asphalt Roofing Manufacturers Association" or 13. All tile shall be laid out lengthwise on walls so that no tiles less than half full size shall occur. Q $3,000,000 each accident. " " of the specific installation. Directions of the shingle manufacturer for low slope roof installation. Joints shall be the narrowest possible. Vertical units and joints shall be maintained plumb, level B. Property Damage Liability with limits of $3,000,000 each 1. Include excavation of any materials that are unsatisfactory for bearing of slabs, and footings and 3. All headers to be (2)2'x8 unless otherwise noted. and even, and centered on plumbing trim. accident. replacement by satisfactory materials as part of the work of this section. 8. All roof sealants to be compatible with roof materials being used. C. Protective Bodily Injury Liability with limits of $1,000,000 each 4. Contractor to fir existing ceiling if required, to lower ceiling height as noted on floor plans and 14. Cut edges of tiles against any trims, finish, built-in fixtures, etc. shall be carefully ground and person, $3,000,000 each accident. 2. Excavate and back fill in a manner and sequence that will provide proper drainage at all times. elevations. 7.4 Flashing and Sheet Metal jointed. Around electrical outlets, plumbing pipes, fixtures and fittings, tile shall fit closet, so that D. Protective Property Damage Liability with limits of $3,000,000 plates, collars or coverings will overlap the tine. No split tile will be permitted, except in those each accident. 3. In excavating for footings and foundations take care not to disturb bottom of excavation: 5. Exterior trim including facias, window trims, corner boards and other exterior trim to be prime- 1. Provide and install flashing around all windows and new openings. areas where pipes or trims make cutting necessary. 3. Owner's Protective Liability, naming Owner as insured with Bodily A. Excavate by hand tools to final grade just before concrete is placed. loc to be painted, or as shown on drawings. Injury Liability Limits and Property Damage Liability Limits as 9: Trim bottom to required likes and grades to leave solid base to receive concrete. 2. All exterior door jambs, head and sill to be weather-stripped with exterior zinc system. 9.2 Gypsum Wall Boards stated in 2. C. Excavate to depth required for adequate soil bearing. 6. EXTERIOR PAINT, STAIN AND ROOF COLORS TO BE SELECTED BE ARCHITECT. D. Footing bottoms are to be inspected by building inspector prior to pouring of 3. Exterior door saddles to be solid hard wood with lip to engage weather strip. �:, fi waterproof 1. Interior walls and ceilings shall be 1/2" GWB, taped and given three coats of spackle, left in polished 8. Removal of debris, procurement of dumpster and related work shall be the responsibility of the footings. 7. All structural lumber shall comply with and be erected in accordance with National Forest Products compound. conditions to be inspected by Architect before and after first coat of paint. All exposed wall General Contractor. Location of dumpster shall be by mutual agreement between Owner and Associations National Design Specification for wood construction, latest edition. All Lumber shall be surfaces to have GWB unless otherwise noted. All existing plaster or GWB must be patched, flush General Contractor. Site shall be kept clean & orderly. 3.1 Concrete grade marked. 4. New gutter and leaders to be selected by Architect and tie into town approved dry wells as may with new GWB and free from defects and prepared for new paint. Otherwise, it must be replaced be required. with new GWB. All GWB joints to be staggered. All exposed joints to be taped and covered 9. Alternates: If the Contractor feels that an alternate material or method would result in a time or 1. Design the mix to obtain a compression strength of 3500 psi after 28 days for slabs and 3000 8. All plywood shall be grade marked and meet the standards of American Plywood Association (APA). smooth with joint compound. Provide Durabond 90 pre-fill for sealing wall board joints. Provide cost saving, he should submit specifications and catalogue cuts to the Architect for his approval psi for footings and foundations, unless otherwise specified. 5. Coat back-side of fabricated sheet metal with bituminous coating, where required to separate all necessary corner beads, stops, edge trim, casing beads and similar trim as all wall board 9 P 9 PP 9 q P ry P 9 9 before proceeding with any subsitution. Substitutions must be of like quality to item specified and " 9. All wall (exterior) shall be braced agcinst lateral loads by structural sheathing, 18GA steel metals from corrosive substrates including cementiuous materials, wood, or other absorbent surfaces, new and existing shall have depressions, filled seams smooth openings and holes patched will be allowed only with the approval of Architect. 2. All footings to rest on undisturbed 1 ton soil and extend to minimum of 3'-0" below grade. strapping, or let in 1/4 corner bracing. materials; or provide other approved permanent separation. flush, spackled and sanded and otherwise left ready and acceptable for painting and finishing. 3, All new concrete slabs to have 6x6 w1.4/w1.4 min. welded wire fabric and steel trowel finish. 10. Double joists under all parallel partitions (verify). Provide cross bracing between studs in pipe chases. Bracing shall be cut from 5 8" wallboard into 10. General Contractor is to include in bid any and all work necessary to raise existing floor areas to 1 • P P ( Y)• 6. All roof drains and leaders to have removable dome type strainer on top if required. 2. 9 " P P g / provide flush floor levels at transition of existing to new construction. (except where steps are " pieces no smaller than 12 wide by chase width, and shall be screw attached at quarter points in U noted on architectural drawings.) 4. Concrete slabs on grade shall be poured over 4 crushed base and 6 mil polyethylene vapor 1 1. Joists shall be doubled around all openings, under all parallel walls and partitions, and at 7. Roof leaders to be sized for drainage area of roof being drained with a minimum leader size of the studs height with screws 8" o.c., min., three screws per brace per stud web. g ) P P 9 9 9 P barrier (1'-0" min. overlaps). cantilevers beyond the foundation wall or wall below. 3" diameter. 11. Discrepancies: 3. Apply wallboard with the long dimensions perpendicular to the framing member. A. Wherever there are discrepancies between the drawings or the 5. Patch existing concrete slab to maintain flush level floor throughout. 12. Provide joist hanger for all flush framed conditions, as manufactured by Simpson, or equal. Install 7.5 Sealant and Caulking drawings and specifications, the Contractor shall contract for, in accordance with manufacturers instructions. 4. Install 5/8" "type X" gypsum board (fire retairdant) on all wall and ceilings in garage and mechanical provide and install the better quality or greater quantity of 6. Avoid freezing before initial set of the concrete. Do not place concrete at temperatures less 1. All roof areas to be adequately vented to guard against condensation built-up in roof plenums. spaces. material or work called for unless otherwise ordered in writing. than 40 degrees F, nor when freezing conditions are expected in less than 24 hours. 13. All floor joists shall be bridged"at mid span or at intervals not the exceed 8 feet. Metal, solid wood blocking, and (2) 5/4"0* bridging is acceptable. " 9.3 Painting B. Written dimensions shall govern over scaled dimensions. 2. Contractor to install 2 aluminum soffit vents with insect screens where indicated e� the drawings. g 7. Locate vertical construction joints when required. Submit cut or sample to Architect for approval prior to installation. 14. All items of rough hardware of every description including nails, spikes, screws, bolts, anchors, ties, 12. Omissions: Finish to be specified by Architect. Refer to drawings for additional information. 1. Contractor shall include in bid a prime coat wnd two finish coats of Benjanim Moore or approved A. The drawings and specifications are intended to coordinate. 8. Do not place one density range of concrete against other while both are still plastic. expansion shields and bolts, and other items which are required to assemble or secure the work equal. Upon completion of prime coat, Architect shall be notified for inspection of same before Do not our cold joints. shown or specified herein shall be fumished as needed. Anything found on the drawings and not mentioned in the P 1 � 3. Provide one way type roof vents where required. Review with Architect all necessary locations prior final coats are applied. COLOR AND LOCATIONS TO BE DETERMINED BY ARCHITECT. Allow up to 4 specifications, or vice versa, or anything not expressly set to installation. custom mix colors. forth in either, but which is reasonably implied, shall be 9. Finish the surface to relatively uniform plane. 15. Contractor to furnish to other trades all anchors, bolts, wall plates, corrugated wall plugs, nailing furnished as though specifically shown and mentioned in both, " blocks ledgers, wood etc., which are required for the proper fastening and secure installation of 8,1 Wood Doors g P y 10. ";ew foundation walls adjacent to existing shall be connected with a min. of 3 5 rebars 18 other items. Detailed instructions with sketches, if necessary, shall be given to the other trades 16.1 Electrical without extra charge. 1 9 ( ) # ry� Ion drilled into existing concrete. of this section showing the location and other details of such nailing devices. 1. All new doors to be stain rade solid core doors, pine face. See Drawing Secs. 9 9 9 P 9 P 1. Duplex outlets shall be by Leviton-decors line or Slater Decoraine or approved equal square face 13. Guarantee: A Except where longer guarantee periods are specifically required in 11. Provide 1/4" remolded filler where slabs butts into wall. 16. General Contractor to coordinate with Owner's audiovisual & telephone contractors exact locations receptacles. Dimmer switches and regular whit o a be thin Lutron Nova T switch, approved of all equipment, speakers, wiring,ontenna wiring and and conduit that may be necessary for future 2. All exterior door equal, or otherwise specified. Color to be white or as selected. the specifications, each Contractor shall guarantee all work " " jambs, head, and sill to be weather-stripped with exterior zinc system. performed and materials used by him under this Contract against 12. Provide 4 x24 rigid insulation horizontal or vertical at new slab perimeter and foundation wall installations. Walls and finished floors are not to be closed until audiovisual installations is defects for a period of one year from date of completion as (min.R-16). Rigid insulation to extend 24 minimum below grade or as called out on drawings, or complete. 8.5 Custom Windows 2. All be previewed with Architect for quaswitches to receive a cover ntityeand I exact locations.the Nova T switch. All switch ganging evidenced by the date of the final certificate of payment. as required. B. Should an defects develop in aforesaid work within the guarantee 17. General Contractor is responsible for any and all coordination work, including coordination with 1. All windows head, jamb, sill to be flush and water tight), as selected. Y P 9 13. All mud sills to be pressure treated lumber, wolmanized or equal. Treated wood sills shall be Owners subcontractors so as to assure the proper and timely performance of work within the ( 3. All electrical work n be per national electrical) codes and local authorities having jurisdiction and to period, due to faulty material or workmanship, he Contractor shall "P be Board of Fire Underwriters Approval. Contiractor shall secure Board of Fre Underwriter do, or cause to be done, necessary repairs or corrective work anchored with 5/8 diameter steel bolts hooked type. overall scheduling of the project. 8.6 Operable Windows Certificate at end of work. without extra cost to the Owner. The entire cost to be bome by the Contractor. The required repairs and corrective work shall be 14. For forming of exposed concrete surfaces use 1/4" min.thickness Douglas Fr plywood Grade B/B 6.2 Finish Carpentry 1. All new operable window to be insulated High Performance glass as selected. Verify for code 4. Existing lighting and electrical not included in scope of project to remain. commenced within (30) days after written notice to Contractor by Mass I or II, exterior, sanded both sides complying with PS-1. Seal edges and coat both faces compliance, prior to installation. See Reflected Ceiling Plan the Owner. If this work has not been commenced within (30) days, with colorless coating which will not affect application of applied finishes. 1. All new floors to be as per drawings & specifications. the Owner shall have the right to employ his own corrective 8.7 Glass (General) 5. Contractor to supply all new light bulbs and fixtures, unless noted. Contractor shall install all measures and back charge the General Contractor. 15. Basement slabs where exposed are to have steel troweled monolithic finish to provide dense, hard 2. New floor molding specified by Architect on Elevations. polished surface and to be sealed with anti-dusting sealer or equal. fixtures supplied. P 9 q 1. For all glass, provide the type and thickness shown on the drawings or specified herein,or else 3, All interior trims including window trims shall be clear pine, kiln dried and free from defects to be 14. By entering into Contract on the construction project the Contractor (or Construction Manager) " required. 6. Electrical contractor is responsible for running empty conduits for phone, security, and audio/visual accepts the responsibility to be knowledgeable as to the requirements of the latest Issue 16. Crawl space to be moisture sealed with a 2 concrete slab over 6 mil. Polyethylene vapor barrier. painted and selected by Architect as per Elevations. Construction Code and other federal, state, and local ordinances having jurisdiction. The 8.8 Tempered Glass systems. requirements of the foregoing codes and ordinances shall supplement the requirements shown on 17. Where down spouts are show hidden within an exterior wall, the Contractor is to insure that an 6.3 Custom Cabinetry 7. Electrical Contractor is responsible for all required electrical wiring to H.V.A.C. system. the drawings and elsewhere in the specifications and in the event of conflict with the architectural adequately sized PVC chase is set within the foundation wall so that the down spout can exit the 1. Provide 3/8" thick tempered glass or glass where indicated on drawings and where required by specifications the requirement of the code or ordinance shall prevail unless the architectural building below grade. This has to be set while the foundation wall is being poured. It will be 1. Contractor is responsible for field meosumments and verification of all dimensions. Any governmental agencies having jurisdiction. P P 8. Electrical Contractor is to contact and coordinate installation of cable T.V. wires to all locations specification is more stringent. unacceptable to patch the foundation walls after the concrete is set. Waterproofing in and around discrepancies or adjustments should be discussed with Architect before fabrication. Determine what indicated by the Contract Documents. Installation is to be performed in a timely manner with chase. field joints are required in shop assembled units due to access limitations of the built in location. 2. For plate glass or float glass use Type I, Class I, Quality 3. respect to the overall project scheduling. 15. Any and all workmen employed on the project are to be either skilled craftsmen in their respective trade or work under the continuous direct supervision of such skilled craftsmen so that all work 18. All concrete reinforcing bars to be ASTM grade 60, unless otherwise specified. 2. Cabinetry Contractor to verify with Owner the size and type of all equipment being built into 9. Install smoke and carbon monoxide detectors so as to comply with Building Codes. installed shall be to a high professional quality standard of workmanship. cabinetry. Contractor to provide access to all equipment. Contractor to coordinate with Electrical P y 9 19. Water shall not be allowed to stand in excavations until after concrete work has set. Contractor Contractor when necessary for running of all wire through cabinets before completion. 17,1 Energy Notes 16. If there are any materials called for on the drawings and specifications that in the judgement of shall remove such water at his expense. the Contractor will not yield satisfactory results in the intended application, the Contractor shall 3. Cabinet Contractor is responsible to coordinate all trade, electrical, granite, etc. and obtain Y ry PP 1. The enclosed architectural drawings, plans and specifications has been prepared by the notify the Architect of same prior to award of the construction contract, for Architects decision. 20. All basement walls below grade shall be damp proofed with two coats of asphaltic, k self-primin necessary information, in writing from trades. plastic cement, trowel or spray applied to walls if water table is determined to be minimum 2-0�' undersigned Registered Architect and in his best professional knowledge and belief satisfy the liquid waterproof membrane as mfr. by requirements of the Latest Issue Energy Code., below basement slab elevation. Bentonite or 60ml li 17. Any Contractor installing any work shall examine the existing conditions including any new work q � rP alreadyinstalled in lace, prior to commencing his installation. commencement of his installation Anti-Hydro or equal shall be used if water table is higher. Contractor shall verify water table • P P 9 2. Masonry and factory-built chimney, gas vents„ and their supports shall be designed and constructed shall be construed to mean acceptance b such Contractor of the condition of the substrate as location in the field. P Y so as to be structurally safe, durable, smoke-tight, non-combustible and capable of withstanding proper and adequate for the installation of his work. the action of flue gases as per all applicable codes. 21. All stepped footing, if required shall not exceed 30 degrees. Project Number Sheet Status r, �ET��hv�, Sheet Title Sheet Number No: Date: Issue: No: Date: Issue: •�� : r�,�oL�F� Date 03.10.21 2 7 r;��,l: , c .' tire-C Andreas Letkovsky Architecture, P.C. GENERAL NOTES ,, s :, ? Scale AS NOTED 4 a. ._ , / 91-101 Broadway, Sut:e 11, Greenlawn, New York 11740 G Project Title 4 03.10.21 Bid Sc Permit 9 5 10 �„�r °�a -'�`-�~ Tele: 631-757-6204 Fax: 631-757-0628 E-mail: infoc"ALArchitecture.com Draw r4l 0y � Check Al_ Travers Addition Al of F �: 1 2 1 3 1 4 1 5 1 6 1 7 1 8 9 10 111 12 w Q ----------------------------------------------------------� - ------ U I I I I I I WASH DRY I I O t � O I I I I I I I I -- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - I I I I EXIST'GCRAW l I I I I L I I I LIVING EXIST'G EXIST G I Ij I LBEDROOM BEDROOM GARAGE � FAMILY I I SLAB I I I I I I I I I I I I ED -- ❑ I I I I I I I II I ---------------- — — — — ----- — — -o--— — --- I UP I DN UP DN ELECTRIC I Irn ELECTRIC METER I METER I I I IIi Ii Ii UP I STOOP KITCHEN COUNTER A SLAB FRIDGE BEDROOM = UNFINISHED rFilaB I I UP EX ST GKITCHEN BATHROOM I ' I I ( KITCHEN COUNTER OW IL----------------------------------- -- ----- L-------------------------------------------------------J ® LLI (: (� EXISTING CONDITIONS - FOUNDATION PLAN EXISTING CONDITIONS - FIRST FLOOR PLAN 1 SCALE: 1/4" = V-0" 2 SCALE: 1/4" = V-0" Project Number Sheet Status RC~ Sheet Title No: Date: Issue: No: Date: Issue: Date o3. 0.21 Sheet Number ��` °��` ', �T � Andreas Letkovsk Architecture, P.C.0,.20.21 EXISTING CONDITIONS 6 � ���h���: °y,�nEXISTING CONDITIONS FLOOR PLANS 2 7 F' r,? c r Scale AS NOTED :� , 3 8 , - 91-101 Broadway, Sutie 11, Greenlawn, New York 11740 Project Title EC — 4 03.10.21 Bid & Permit 9 Draw Tele: 631-757-6204 Fax: 631-757-062S E-mail: info�ALArchitecture.com 5 10 Travers Additions Alof Check AL 1 2 1 3 4 5 6 7 8 9 10 11 12 LT. w ASPHALT 2X10016 OC ROOF EXIST. ROOF RAFT ASPHALT SHINGLES CHIMINEY RIDGE ROOF VENT EXISTING RR SHINGLES RIDGE NO CHANGE VENT - L y � , 11 i1 LLLLL 1 J1 JJ. l'-iI I I itLJl �li1.a 112 I — W - - 1 _ll IL — l711J ATTIC ATTIC FLR 1 11.1 ! �I 1� .i. 1 -ATTIC FLR-_- - - - --- ------- _ _ -- - �- ------------ - - --- --- 1i 1! - II I I I I I II i I a0 ^ VENTED I VENTED --- ( --_ SOFFIT SOFFIT O ® - Q - - - -- TYPICAL 6"FFM r FASCIA - - - -- FIRSLFIN-ELR - -- ---- - ------ ------ - -----------------------------------_- ---------= __-----_---- - -- - - FIRST FIN FLR- -- - —----- _- r. - ---- ------ ----- ----- ------ ------- ------ ---- - - - - - EXIST'Q GRADE __. _ I EXIST. I I I I I I GARAGEEXISTING I I I I I I I (- DOOR I I I EXISTING I I I FOUNDATION EXISTING FOUNDATION I I FOUNDATION II EXISTING P.C. EXISTING PC EXISTING PC FOOTING i i CELLAR SLAB I I — I I I I CELLAR SLAB I -----------------_.------ ------------------------------------------------------------ - - -------- ---------------------------------------------------------------- EXISTING P.C. EXISTING P.C. FOOTING FOOTING U ASPHALT 2X12 ROOF 2X10016 OC RIDGE SHINGLES ASPHALT ROOF RAFT RIDGE ROOF EXISTING RR VENT SHINGLES RIDGE NO CHANGE u1 VENT L1L l � 1 l I I L l 1 � J H 11J i 1.i LJiuLLLL12 1 Jl:l1 ul�l LSI l ll s� '�! u.V��1;L-U-, •I � � -� - Il I ! I'I I I ' -- I Ll I I � ,I ,• I'I I I_l --- I I - ATTIC FLR - = 1 11-i1 I1L,�1 ' _ + I.11 �1 L l 1 11 1 11 J1 l_ MOW Ili ',, n f - ---- — A1TIC FLR-- -- - -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- -- - -- 1 tr•1_i T-77777777 r : r L r - r _, r r- -Ir �r tr 11 Ill 1 1 1 [11 1*111 Aoi�l I I IIA ---- ---------- --_ ----------------------- — -- - - - - - - - - - - - - - - „� u . t = a - t_. --- --- --- -- - — — --- — --------------- — --- - ----- -- - — ir I oo 00 ^ - � � - -� - - F-1 � -- - - � � ------- - SOFFIT TYPICAL 6” - FASCIA �. oc, - - FIRSTFJ�F1.B- IRST------------ ---—____=_ 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 10 11 12 CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS, DIMENSIONS INCLUDING CODE COMPLIANCE UNIFORM CODE: 1/3 OF SPAN 1/3 OF SPAN 1/3 OF SPAN SECTION R301 — DESIGN CRITERIA EXISTING FOOTINGS AND STRUCTURAL MEMBER SIZES PRIOR TO CONSTRUCTION. NOTCHES OR HOL s &TYPICAL LVL - FLITCH BEAM aFlREBLOCKING - PROVIDE TO CUT OFF TO VERTICAL HORIZONTAL CONCEALED • TIVE FIRE BAR REPORT TO ARCHITECT. 1. 2020 Residential Code or New York State (Pub. date: Nov 2019). 1/4 DEPTH I PERMITTED 1111 DEPTH WITH STEEL PLATE(S). SEE PLANS BETWEENDRAFT PENINGS TO STO ES ANDORM AN BETWEEN TOP STORY AND RIER 2. 2020 Building Code or New York State (Pub date: Nov. 2019). OF JOIST I OF JOIST FOR SPECIFIC BEAM SIZE. [ ] 3. 2020 Plumbing Code of New York State (Pub date: Nov. 2019). 0 I I ROOF. R301.11 ... = 4. 2020 Mechanical Code or New York State (Pub date: Nov 2019). an EXCEED 1000 SOFT. ..... [R301.12] I I I/aDEPTH o DRAFTSTOPPING - USABLE SPACE IN CONCEALED AREAS NOT TO 5. 2020 Fuel Gas Code of New York State (Pub date: Nov 2019). N O O IOFJOIST 6. 2020 Fire Code of New York State (Pub date: Nov. 2019). o I " 1/2" DIA THRU BOLTS WITH aMIN. HEIGHT - HABITABLE SPACES & BASEMENTS NOT LESS I o�T - WASHERS. STAGGER BOLT THAN 7'-0. ..... [R305.1] 7. 2020 Property Maintenance Code or New York State (Pub date: Nov. 2019). 1zI 04 8. 2020 Existing Building Code or New York State (Pub date: Nov 2019). PROMDE A MINIMUM OF 2- I I \ PATTERN. aMIN. HEIGHT - NON HABITABLE BASEMENTS NOT LESS THAN 6'-8...... [R305.1] SEPERATION BETWEEN I I LLi ——————— — -------- HOLES AND NOTCHES 17 A.NOTPERMITIED 6; FROM EACH OTHER AND IN THE SAME LOCATION AS HOLES (v CODE COMPLIANCE ENERGY CODE = FMEMBERSROM THE ENDS OF - _ - - - _— a RAFTER/CEILING JOIST SECTION R403 — FOOTINGS 1. 2020 Energy Conservation Construction Code or New York State ti O - - —'— - (Pub date: Nov 2019). o GENERAL WALL SHALL BE SUPPORTED ON CONTINUOUS MASONRY OR CONCRETE FOOTINGS OR OTHER APPROVED STRUCTURAL SU 2. 2016 Edition of the Energy Standard for Buildings Except Low-Rise ,,1 U"' STUD C14 SYSTEMS OF ACCORDING TO SECSECIENT DESIGN TO ACCOMMODATE ALL LOADS Residential Buildings ("ASHRAE 90.1-2016"), 0C \ TION R301..... [R403.1] 3. Latest Edition Res-Check. z 1/3 OF SPAN 1/3 OF SPAN 1/3 OF SPAN N Z NOTCHESARENOTTOBEGREATER Wb NOTCHES OR HOLOS SECTION R406 — WATERPROOF & DAMPROOF THIN 25%OF THE DEPTH OF STUD 1/4 DEPTH I PERMITTED 1/3 DEPTH WRITTEN ENERGY COMPLIANCE STATEMENT < MINIMPROVIDE OFz NOTCHED ARENOTPERMRTED OF JOIST I OF JOIST a DAMPROOFlNG - FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SEPERATI IN THE SAME LOCATION AS HOLES BETWEEN HOLES SPACE BELOW GRADE SHALL BE DAMPPROOFED..... [R406.1] I I AND NOTCHES IF BORED HOLE IS BETWEEN THE ENCLOSED ARCHITECTURAL PLANS AND SPECIFICATIONS I I O FROM EACH OTHEfi THEN THE S%OF THE STUD DEPTH, O OF DEPTH HAVE BEEN PREPARED BY THE UNDERSIGNED NYS REGISTERED INDFOFMTHEEMB N THEN THE STUD MUST BE DOUBLED7 I oFJOIST ENDS OF MEMBERS INSPECT ALL EXISTING BUILT–UP HEADERS AND WELD ARCHITECT AND IN THE BEST PROFESSIONAL OPINION, \ BOREDHOLENOTTOBEGREATER I AS PROPOSED. FOLLOW THIS BOLTING PATTERN. SECTION R407 — COLUMNS KNOWLEDGE, AND BELIEF SATISFY THE REQUIREMENTS OF THE N THAN 40%---DEPTH I o JOI TH LATEST ISSUE CODE AND ENERGY CODE. � PLATE 0I o WOOD COLUMNS - WOOD COLUMNS SHALLIBE PROTECTED AGAINST PROVIDEAMINITWE N I I aSTEEL COLUMNS - STEEL COLUMNS DECAY SHALL. BE GIVEN RUST INHIBITIVE SEPERATION BETWEEN I I 3/4" HOLES AND NOTCHES NOTCHED ARE NOT PERMITTED PAINT [R407.2] FROM EACH OTHER AND IN THE SAME LOCATION AS HOLES FROM THE ENOS OF W EXTERIOR AND BEARING WALL MEMBERS FLOOR JOIST SECTION R408 — UNDER FLOOR SPACE a VENTILATION - UNDER FLOOR SPACE SHALL BE VENTILATED EXCEPT BASEMENTS ....[R408.1]I a OPENINGS - ONE VENT OPENING PERT EACH 150 SO.Fr. ..... [R408.2] SECTION R317 PROTECTION OF WOOD D ETAI L: ALLO WAB LE N OTC H I N G D ETAI L: B EAM B 0 LTI N G PATTER N o GROUND - APPROVED PRESSURE PRESERVATIVE TREATED ..... [R317.1.2] SILL MATERIAL TREATED OR NATURALLY DECAY RESISTANT .... [323.1] SCALE: 3/16" = 1'-0" 4 SCALE: 3/16" = 1'-0" GENERAL FOUNDATION NOTES D DOWELING BETWEEN NEW AND EXISTING FOUNDATIONS: PROVIDE J" EPDXY COATED DOWELS, 14" LONG, WITH 7" MINEMBEDMENT, SPACED 16" VERTICALLY, FILL GAPS WITH HIGH STRENGTH EPDXY MORTAR, TYPICAL THREE (3) PLACES. a PROVIDE 4" MIN THICK BASE COURSE IN ACCORDANCE WITH CODE: CONSISTING OF CLEAN GRADED SAND, GRAVEL, CRUSHED STONE OR CRUSHED BLAST FURNACE SLAG PASSING A 2" SIEVE. 5'-0" o PROVIDE VAPOR RETARDER IN ACCORDANCE WITH CODE: A 6 MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6" SHALL QNEW 13'-2 1/4' BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND SIMILAR --------------= MASONRY A-4 THE BASE COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. ______J STOOP a PROVIDE J" DIA ANCHOR BOLTS AT 39" O.C. / 1' FROM EACH CORNER. A-4 �-------- _ 1 11 r---______-----1 a PROVIDE A CLASS A VAPOR RETARDER UNDER ALL FLOOR CAVITIES. 1 EXIST PROP CONIC FIREPLACE o PROVIDE CRAWLSPACE VENTS AS/IF REQUIRED. FOUNDATION ABOVE I WALL I I O EXIST ----------------, I a CONC co FO U N DATI O N z PROP 1? CRAWL WALL I �; LLJ CRAWL ® Q ACCESS 0 EXIST EXISTING (0 2 X O CRAWL O MECH. TO PROP LL I z I M ---- ------- --- � w w REMAIN CRAWL w EXIST ACCESS c� ® o I > ( o z z ----- —————————— CRAWLSPACE ©�� ® (n a I � Q o x i C)X0 -0 WO N NEW 8" PC Z x Z FOUNDATION N PROVIDE N KTS16 WALL _ i STAIR EXISTING 3 " DIA of +' I m LSTA12 Hn2A LIGHTING �3) 2X10 _ r I EXIST —EXISTSTL.STL. LALLY COL. & � NEN 8"X16" CONIC WOOD PC FOOTING FOUNDATION STAIR PC FTG (TYP) m 0 I F] I r—— WALL XIr E IST'G EXIST GIRGER _ EXIST GIRGER _—�_ _ _ ,�— EXIST GIRGER _ ° I I o LL- GARAGENO CHANGE NO CHANGE NO CHANGE SLAB ® p I z I N N I o Ld PROP 03 O� UP EXISTING O Q I > M PROP O CRAWL CHIMNEY x I I n ii CRAWL to ACCESS N ( i LrPa EP LLJ ——— ————————— x @h'= EXIST'G i I � N X U UNFINISHED NEW 8" PC REMOVE 0 w O CELLAR FOUNDATION __�__ _ 2!X1D_ EXISTING EXIST x Z NO WORK WALL Kra Nrs pQ =_ ---- -- - LSTA12 & LTP4 CONNECTOR HDU2 CONNECTOR 1 ————— – E♦�—– STOOP LAUNDRY N 3 I ------------- ------------------- - & SINK 5-0" 1- A-5 NEW 8„ 16„ 1 ;• I PC FOOTING EXIST CONIC DRY 10'-2 7/16" 2'-11 13/16' II DATION STOOPWALL o� WASH VENT 1 I + PnMM AM.n, L� .r d.. S 1 I �� 1I -----11F------- I I HD10 CONNECTOR CS18 CONNECTOR PC PIER 1 I N.rs N.rs 1 6X1 6X36 UNDISTURBED NEW 8" PC ----------------� SOILA-4 FOUNDATION 6 5/16" WALL 5'-61/4' 7'-2• NEW 8"X16" PC FOOTING N.TJS (: FOUNDATION PLAN DETAIL: FOUNDATION HOLD DOWINS 1 SCALE: 1/4" = 1'-0" 2 SCALE: 1/2" = 1'-0" Project Number Sheet Status eal, Sheet Title No: Date: Issue: No: Date: Issue: ��R C``7!�j. Date 03.10.21 Sheet Number 1 6 �`� <�<. a� e\� Andreas Letkovsky Architecture, P.C. FOUNDATION FLOOR PLAN 2 02.24.21 Initial Prelim Design 7 f c ; '. "':�.� Scale AS NOTED 3 03.04.21 Final Prelim. Design 8 I !"` ,°s 91-101 Broadway, Sutie 11„ Greenlawn, New York 11740 Project Title A 1 4 03.10.21 Bid & Permit 9 �� �.., Draw � 5 10 L���`..� �` Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info�ALArch>tecture.com ' ��° Check AL Travers Addition Al of 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 111 12 CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS, DIMENSIONS INCLUDING EXISTING FOOTINGS AND STRUCTURAL CODE COMPLIANCE UNIFORM CODE: SECTION R31 0 - EMERGENCY ESCAPE MEMBER SIZES PRIOR TO CONSTRUCTION. REPORT TO ARCHITECT. 1. 2020 Residential Code or New York State (Pub. date: Nov 2019). ❑ SLEEPING ROOMS - AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE 2. 2020 Building Code or New York State (Pub date: Nov. 2019). PROVIDED IN EACH NEW SLEEPING ROOM.....[310.1] 3. 2020 Plumbing Code of New York State (Pub date: Nov. 2019). ADD FLUSH ❑EMERGENCY ESCAPE - BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING 4. 2020 Mechanical Code or New York State (Pub date: Nov 2019). HEADER ROOM ..... [R310.1] 5. 2020 Fuel Gas Code of New York State (Pub date: Nov 2019). EXIST RR (SEE PLAN) ❑MIN. OPENING - 5.7 SQ.FT. MIN ..... [R310.2.1] 6. 2020 Fire Code of New York State (Pub date: Nov. 2019). 2X6@16 u. ❑SILL HEIGHT - 44 INCHES MAX ..... [R310.2.2] 7. 2020 Property Maintenance Code or New York State (Pub date: Nov. 2019). 0 WINDOW WELLS - AREAS NOT LESS THAN 9 SQ.FT. WITH A HORIZONTAL 8. 2020 Existing Building Code or New York State (Pub date: Nov 2019). SIMPSON STRONG TIE a \` PROJECTION NOT LESS THAN 36".....[310.2.3). FACE MOUNT HANGER ❑ WINDOW WELLS - DEPTH GREATER THAN 44" SHALL HAVE A PERMANENTLY HUS28-2 AFFIXED LADDER OR STEPS......(R310.2.3] CODE COMPLIANCE ENERGY CODE ❑ WINDOW WELLS - SHALL HAVE PROPER DRAINAGE CONNECTED TO THE BUILDINGS REFLECTIVE REFLECTIVE FOUNDATION DRAINAGE SYSTEM.....[R310.2.3.2] 1. 2020 Energy Conservation Construction Code or New York State RED PANTONE WHITE BACKGROUND (Pub date: Nov 2019). • • (PMS #187) 2. 2016 Edition of the Energy Standard for Buildings Except Low-Rise • • `, ROMAN ALPHANUMERIC Residential Buildings . V DESIGNATION OF CONSTRUCTION wa g ('ASHRAE 90.1-2016") • WIDE TYPE BASED ON SECTION 602 L u, SECTION R31 1 - MEANS OF EGRESS (STEPS) 3. Latest Edition Res-Check. • • \ LETTER OF THE BUILDING CODE OF \ STROKES NEW YORK STATE. \ ` u ❑STAIRS - RISERS NOT TO EXCEED MORE THAN 7 J' HIGH......[R311.7.3] WRITTEN ENERGY COMPLIANCE STATEMENT NUMERALS 2" ❑OPEN RISER: - DO NOT PERMIT PASSAGE OF 4" DIA SPHERE ..... [R311.5] HIGH MIN. DESIGNATION FOR STRUCTURAL ❑TREAT - TREADS NOT LESS THAN 9" WIDE ..... [R311.7.5.2] THE ENCLOSED ARCHITECTURAL PLANS AND SPECIFICATIONSEXIST \ COMPONENTS THAT ARE OF ❑HEADROOM - NOT LESS THAN 6'-8" HIGH FROM STAIR NOSING ..... [R311.7.2] \ TRUSS CONSTRUCTION ❑WIDTH - 36" MINIMUM WIDTH ..... [R311.7.1 ARCHITECT AND IN THE BEST PROFESSIONAL OPINION, 2x8 CJ ] ❑ILLUMINATION - IS REQUIRED AT ALL STAIR AREA ..... [R311.7.9] KNOWLEDGE, AND BELIEF SATISFY THE REQUIREMENTS OF THE HAVE BEEN PREPARED BY THE UNDERSIGNED NYS REGISTERED 13 HANDRAILS - REQUIRED ONE SIDE MINIMUM ..... [R311.7.8] \ \ POST SIGN ON PREMISES SIZE 8 }" x 11" ` LATEST ISSUE CODE AND ENERGY CODE. REMOVEA \ ❑HEIGHT - NOT LESS THAN 34" HIGH ..... [R311.7.8.1] �� '' EXISTING \ TRUSS IDENTIFICATION SIGN RR ADD CJWITH 19 NYCRR 2X6®16 PART 1264 SECTION R312 - GUARDS (FALL PROTECTION W � PART 1264 ❑HANDRAILS - HANDRAILS AS PER SECTION......[R312] ❑FALL PROTECTION - GUARDS AND WINDOW FALL PROTECTION AS PER ..... [R312.0] ❑REQUIRED - GUARDS REQUIRED MORE THAN 30" ABOVE GRADE.....[R312.1.1] ❑REQUIRED - GUARDS REQUIRED ONE SIDE OF STAIRS WITH 4 OR MORE RISERS ..... [R311.7.8] 2 DETAIL: S�Rl��C �RAL�VA�LLEY�......... 3 DETAIL: EXTERI0R SIGN ❑HEIGHTS - GUARDS HEIGHT NOT LESS THAN 36" ..... [R312.1.2] SCALE: 3/16" = SCALE: N.T.S. SECTION R314 - SMOKE ALARM ❑LOCATIONS - EACH SLEEPING RIOOM, OUTSIDE OF SLEEPING ROOMS, EACH CIELMIATAIN EXISTING STORY INCLUDING BASEMENTS/CELLARS AND HABITABLE ATTICS. DEN JOISTS IN 3' MAX. FROM BA1rHR00MS..... [R314.3] DEN ❑INTERCONNECTED - ACTIVATE ALL ALARMS TO BE AUDIBLE ..... [R314.4] 13'-4" ❑POWER SOURCE - TO BE DIRECT HARD WIRED & INTERCONNECTED ..... [R314.6] STEPS 5'-0' TO CODE n 1 SECTION R315 - CARBON MONIXIDE ALARMS 13'-2 1/4' 3 SIMILAR - MASONRY A-4 18-4' ❑LOCATIONS - OUTSIDE OF EACH SLEEPING ROOM ..... [R315.5] A-4 STOOP 9-2• 9''2• 10'-8 13/16' ❑POWER SOURCE - TO BE DIRECT HARD WIRED & INTERCONNECTED ..... [R315.5] of N 5'-0• DIRECT 14• 14' 2'-5 3/16• DN VENT REPLACE & EXISTING PROP EXISTING REPOSITION REAR ROOF DOUBLE , RE OVE EGRESS ROOF SOFFITHUNG I EXIST SOFFIT _ I WI--��-DD-OWS FW2836 Q _ I TW3m410 ' TW.0410 T1V 852 _ Tw28 2 TW2 36 ELECTRICAL LEGEND ----- -- --- --- -- -- - ___ __ SYMBOL REMARKS 32 =____ __ ___ ___ _______ -- --- __= d 4 DA RECESSED FIXTURE 1111. NEW o , , EGRESS EG ESS d 3-DIA RECESSED FIXTURE J 2-DIA RECESSED FIXTURE(MINI) SHOWE "� - EXTEND I I I G PRO I 'I / FLOOR I REMOVE 36 2'-51/2' g0 M' EX T EXIST , I W # PENDANT LIGHT UNDER CABINET STRIP LIGHT I O 1 5/16' I 6 1/2" ,r1 O; BATH REMOVE IATOR WINDOW I I I ® CHANDELIER LIGHT/FAN rT-' I ON COMBUST. � �2 SQ,FT, 24 ----I I EXIST O O f 1 � I a WALL MOUNTED FIXTURE/SCONCE z _ I CLOSET i0 RELOCAT EARTH W EXIST I I 4'-0 p3 U 6'-1 1/z'p3 = SWITCH 6 PROP I T Q- -c� EXIST -� O BEDROOM I ; ® ® o -- • OUTLET ^ RADIATOR UL APPROVE (Xn . \{_J�) _ FRESH AIR INTAKE _ � EXIST I- ►- GAS FIREPLAC U z �z 184 SQ,FT, I I o PROP 2 c 0 CLOS N ® cn ® � BEDROOM a a I is ao¢ BACABLE MODEM INTERNET DEN �% = c,)U REMOVE I I GFI 30 ;X aX GE o mcM SMOKE h CARBON MONDaDE U =X =X N W O W O WALL I I GWP WATER PROOF COILING MOUNTED LIGHT FIXTURE 158 SQ,FT, c0 w oo w , NO WORK U �H N N 218 ,FT, 8 N N z z INSPECT LJ " E/+ co 12'-2' 1e'_4• CHIMNEY �j I �, cli ELECTRICAL: ,0 8'-11 1/4" 3'-1D 1/4" 2X 1 0 lJ ® ", �n E303.3 - ELECTRICAL CONVENIENCE RECEFiiCAL OUTLETS RE TO BE NEW CEIILNG 2X4 KNEE EXIST 8 M 8 MGA- SHO T PROVIDED. INSULATED I 13'-9• WALL TO RR SE LIVING 36X60 E3801.2 - OUTLETS FOR RECE SHALL RATED I 125 VOLTS, 2X8 2X8 X15 k 20 AMPERES SHALL BE PROVIDED. STUD I EXIST RIDGE T. EXIST R16 PROVIDE WALL ; ,I > EXIST EXIST EXIST 3 0 FI E3801: - OUTLETS SHALL BE PROVIDED EVERY 8'D.G. s-6 1/2' ,I 6•_0• 00 W STAIR _ E3802: - PROVIDE GFI OUTLETS PROTECTION IN ALL BATHROOMS,GARAGE,OUTDOOR CRAWLSPACE, UNFINISHED LIGHTING CLOS -_ CLOS CLOS t BASEMENT,KITCHENS, LAUNDRY,HEATED FLOOR2S.EXIST,G 0 1 1 I LAUNDRY E3803.3:- AT LEAST ONE WALL VIDE CONTROLLED LIGHTING OUTLET TO GARAGE I I BE INSTALLED TO PROVIDE EXTERIOR ILLUMINAT ON. RO MACHINES U 1 R4a1.1 - NOT LESS THAN 7516 OF THE LAMPS IN PERMiRENTLY UNHEATED Q io INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICIENCY W W STORAGE � H EXIST N EXIST S V M NDRY ®� HANG DRY LAMPS. 7 � ONLY J- --� REMOVE (x� = n PROVIDE 75 CFM FAI. IN EACH BATHROOM U z z I WALL I DUCT CLOS V M ap 24 21 SQ,FT, ( a R I ^ PROVIDE 150 CFM FAI./IXHAUST AT KITCHEN STOVE PROP INSTALL DN ELECTRIC-'4 LIN 24 i U � U N FOYER HEADER METER 11 - AB N ---� X z w z \ UP N 92 SQ,FT, \ I'�'------ G 1 G- N G 1 36 FRI G I EXISTKD Oj O' _-- -__ -- -- - CLOS VERIFY I I CLEARANCE I W It I' /T 5 5 24 MV 5 24 N U z X z TW2 36 �,% PANTRY BEV.000NTER Q CO Elf (D_ 0 I- --- of U II I J, REM(dE d d d Oj N U cn v �/-EXIST X X EXISTESECTION E3902 GROUND FAULT AND ARC FAULT (�1 - �L _ Q`_ I,I 11'-9 3/4' 2'-10 1/4" W O W O NEW CST- -- I� WALL z z BEDROOM ROOF ❑BATHROOM OUTLETS - 125 V, SINGLE PHASE 15 20 GFI..... [E3902.1 I = ER NOV• 3 / ] a _` a I I a NO WORK I SOFFIT E3 GARAGE OUTLETS - 125 V, SINGLE PHASE 15 / 20 GFI..... [E3902.2] - ------- ----- ---- --� ----- ; J X x I IX KITCHEN A-5 ❑OUTDOOR OUTLETS - 125 V, SINGLE PHASE 15 / 20 GFI..... [E3902.3] 5'-0" N N I M>�W 188 SQ,FT, n ❑CRAWLSPACE OUTLETS - 125 V, SINGLE PHASE 15 / 20 GFI / BELOW GRADE..... [E3902.4] ❑UNFIN. CELLAR OUTLETS - 125 V, SINGLE PHASE 15 / 20 GFI..... [E3902.5) lI o' EXIST 5'-10" ❑KITCHEN OUTLETS - 125 V, SINGLE PHASE 15 / 20 GFI..... [E3902.6] pz N I II'I� I STOVE OW BATH RM t0'-27/16" 2'-11 13/16' ❑BATHTUUB11 SINK TLETS - 125 V, SINGLE O LETS - 125 V, SINGLE PHASE 15 / 20 GFI / WITHIN 6 FT OR WATER..... [E3902.9] C SUPPORT I � PROP• � � III ' 8 18 18 �' NO WORK I _�_ X 4 ❑DISHWASHER OUTLETS - 125 V, SINGLE PHASE 15 / 20 GFI / AT DISHWASHER..... [E3902.10] COLUMN STOOP PROP „I -� ' DINING MOD(Z)2X8 I,I M HDR TW21 46 TW21I036 J T 21036 TW21046 N ~ I I UPEXIST 1 f-STOOP A-4 6 5/16' 0_ 4'-5- C14 EXISTING 5'-8 1/4" 7'-2' 20'-0' EXISTING Q &F' RSTLOOR PLAN CALE: 1/4" = 1'-0" Project Number Sheet Status .11P , „ Sheet Title No: Date: Issue: No: Date: Issue: E. '`---=-`'4'�j� Date 03.10.21 1 6 c� �� •�j,.\ Sheet Number �� Andreas Letkovsky Architecture, P.C. FIRST FLOOR PLAN 2 02.24.21 Initial Prelim Design 7 ttr t7 p r ja Scale AS NOTED 3 03.04.21 Final Prelim. Design 8 � '` I 91-101 Broadway, Sutie 11., Greenlawn, New York 11740 Pro A2 4 03.10.21 Bid & Permit 9 �` ` >='� ;� Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info�ALArchitecture.com Draw Project Title 5 10 023 `' Check AL Travers Addition Al of „*a 1 2 3 4 5 6 7 1 8 9 1 10 11 12 REFRAME ROOF NEW ASPH T EXISTING " SHINGLES BRICK ROOF ASSEMBLY (SEE ASSE BLY) CHIMNEY (SEE TYP NOTE) NO CHANGE XTEND EXISTING OOF RIDGE TO ROOF ASSEMBLY LIGN EXIST. (SEE TYP NOTE) EXISTING RR PATCH RIDGE RIDGE CHIMINEY - NO CHANGE ASPHALT VENT VENT ROOF NEW ASPHALT L7'- SHINGLES RIDGE (SEE ASSEMBLY) it I Fit 11 VENT EXISTING ASPHALT - IIIII Hill IIIIIHIIIIJ11 Hill 11111 111111 12 111 11 Ill 11 Ill it Im It 111 11 IIH 11 1 Ill 11 111111 lilt 11 111], ROOF SHINGLESI Hill 111111 illill IiIIII 111 4111 111 11!1 11 111111 Will IIIIi[ 111111 111111 11 11 11�111111�1 11 1111 11 6III Lill 11-UMI III I III ITH 11111 11111 1111 � IIIP 1111 Hill III ATTICFLR -- -------- -- ------------------------------------------------------------ Jill I --------- -- -- ------ATTIC-FLR--- ----------- - --- - - ------------- - --- ------- ---------- - - - - --- - ----- - - r- - - - - - - - - - - - - - _ ------------ --- ----- ------- ----------------- ---- --------- -- -- - ------- -- ----------- - ------------------ -- -- ------------------------------------------ ------------- h i " El EXISTING -- ------- - n -----SOFFIT---- --_ VENTED 4 EXISTING -- n EXISTING 1:ILI 11 EXISTINGLL -i _ El - TW2836 -- - - ---- ---- ' FASCIA 2103 2104 I TW21046 _ A Liz EXISTING I -- EXISTING FIRST FIN FLR --------------- L11 ----- ----- ----- ------ -- - - --- - - - - - --� ------ PATCH I I EXIST. NEW COLUMN I I I 4 EXISTING GARAGE I ,1 SIDING L--- EXISTING DOOR E}-----_�_----__-_�MASONRY -� ------------- � EXISTING ------- _--------------_� FOUNDATION ----------------- STOOP FOUNDATION ------- ---------EXISTING PC EXISTING P.C. TO CODE I T ( I I I NEW PC I I FOOTING I CELLAR SLAB I I FOOTING I I I ( I I AND FOUNDATION I ( -------------------------- ------ -------------------------------------------------------------------- - EXISTING P.C. 1, MATCH EXISTING WINDOW GRILLS EXISTING P.C. FOOTING 2, MATCH EXISTING CEDAR SHINGLES FOOTING Q RFFRAMF ROOF EXTERIOR ELEVATION (:D SCALE: 3/1611 = 11-0" REFRAME ROOF NEW 13"HALT SHINGLES U (SEE ASSEMBLY) EXTEND EXI TING EXTEND EXISTING NEW ASPHALT EXISTING ROOF RIDG TO ROOF RIDGE TO SHINGLES ASPHALT ALIGN ALIGN (SEE ASSEMBLY) ROOF RIDGE RIDGE SHINGLES VENT VENT RIDGE VENT RIDGE SHED ROOF VENT TO ALIGN FASCIA PATCH --- EXISTING ItIHIIII llilli Mill IIJIII 1011 Hill Ji It Ill IIITII liffil IIIIII W�Mii 11 A 1�1111111�il III, Hill Ill 11 111111 1 it 111 1111161 ililli 1111 1 11 111111 11 if 11 it 11 1 H Hit IIITII 111111 1 A HITII 111111 Will I 111 111111 111111 111111 111111 IIIIJI IIIIII 111111 111111 Will Hill 11 11111111111 11 1NEW SHED 12 SIDING ilill 1111 11 11 It H it it it it it it 1111 11 It It 11 1111 11 111 11 1111 11 IIIi 11 111 1111 11fli Hill 11111 RAISE EXIST ROOF IA, illill IIIIII III ITI1 Illill 111111 11111111 HIIIIIII Hill Hill 111111111111 11111111111: 6� 6� IIIIII SOFFIT TOAl it III It 1111 11 111111 till it Ill 11 Ill it it 11 11 HII 11 IH*�ft - ---12 P1111111ALIGH III,P11114 IHIIIII H11111 II I 1[ 11 I Hill 1111 11 1 it,1111 111 1 11 Ill 1[ Illi ATTICFLR --------------------------- --- ------------------------ -- - - -------- ATTIC FLR- ---------------------- - - - -- H1111 IIIIII ItIh HH� �11111 - - - - - - - - - - ------ ------- ------ - -------------------------------- - --------- it 1111 m - -- - - --- - - �----------- EXTEND AND c Ai 'i i EXISTING EXISTING ALIGN FASCIA EGf�F�SS _ "' " -- ' A "A A �A SUPPORT 'i �� q�N TYPICAL 6" HEADER A - " A " RAISE 2103 SUPPORT i ice`""""i u.........r...x FrM FASCIA FASCIA a, TW2836 EA ---- ��--- TW 852 ---ij TW3041t = J10 - �JA-=--=r---1 30410 TW2 6 COLUMN - -------- �I �I A�- A- �I 1 �A LANTERN LYa EXISTING WINDOWS _LRFJ_0±LFLEL----- ----------—--------------- ------------------------------------------------- - --------------- ----- - ----- - ----- ------------------ - FIRST FIN FLR FIRSTFINFLR- ------------------------------- » --- �^- NEW __-- -- ---- - --- - - - ✓ MASONRY --------- -- -------- --- - --- - ------- - --------- --- ------- - ------------- --------- ----------------- --- -------------- ------------ ------------- -------- -------- -- ------------------- ----- ------- - - - - ---- STEPS DIRECT VENT I I NEW I I I NEW PC ( I I I STOOP I I I ( FOOTING 1 1 I r----- - __� EXISTING " ( r------- AND FOUNDATION ------------------� I PATCH FOUNDATION EXISTING r l SIDING I I EXISTING P.C. EXISTING P.C. I ' i I FOOTING .EXICELLARSTING SLAB PC FOOTING I I- EXISTING FOUNDATION T44 EXISTING P.C. EXISTING P.C. FOOTING WINDOW NOTE: FOOTING If house is in a wind—borne debris region, all new windows andgglass doors shall meet the requirements of the large misslfe test of ASTM 1996 and or ASTM E 1886. The Contractor shall provide pre—cut 1/2" plywood panels to Q cover the glazed openinggs & shall pre drill edges to accept 2—Xz" #8 woodMcrews ® 16" for panel span less than or equal to 6'; ® 12"o.c. for panel span 6'—• to. 2 EXTERIOR ELEVATION SCALE: 3/1(3" = 11-0" Project Number Sheet StatusiqC Sheet Title Sheet Number No: Date: Issue: No: Date: Issue: Date o3.10.21 1 00.00.00 EXISTING CONDITIONS 6 � Q ` �' �C� Andreas Letkovsky Architecture, P.C. EXTERIOR ELEVATIONS 2 >'�i� n¢ ' ` :r .`� Scale AS NOTED 3 03.04.21 Final Prelim Design 8 � •�; ��- : �"•� • ; 91-101 Broadway, Sutie 11, Greenlawn, New York 11740 Project Title A� 4 03.10.21 Bid & Permit 9 `± Draw i. }`� �`� Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info@ALArchitecture.com .� Orellana Storage Shed Al of 5 10 ` 0,7��g,rt'� U ' Check AL 1 2 1 3 4 5 1 6 7 1 8 1 9 1 10 111 12 ROOF MATERIAL SPECIFICATION: EXTERIOR SIDING MATERIAL SPECIFICATION: EXTERIOR HANDRAIL INSULATION : ' GAF TIMBERLINE 30 YEAR—WEATHERED WOOD DARK(OR EQUAL) CEDAR SHINGLES TO MATCH METAL TO BE PAINTED BLACK �+ WINDOW MATERIAL SPECIFICATION: EXTERIOR FLASHING (IF VISIBLE): FRONT DOOR ❑ R-15 @ EXT. WALLS HIGH DENSITY (2X4 STUDS) W/ R5 CONT. ANDERSEN 'A' SERIES FACTORY PRIME EXTERIOR TRIM MATERIAL SPECIFICATION: COPPER TO BE SELECTED ❑ R-21 @ EXT. WALLS HIGH DENSITY (2X6 STUDS) W/ R5 CONT. EXTERIOR: WHITE FRAME AND SASH 5/4" AZEK FACIA OR APPROVED EQUAL(TO BE PAINTED) ❑ R-25 ® CEILING THAT ARE ANGLED (2X10 RR) 1" AIRSPACE REQUIRED. INTERIOR: FACTORY PRIME WHITE 2" WIDE AZEK BEAD BOARD SOFFIT(OR EQUAL) LEADERS & GUTTERS: GRILLES: 7/8" SIMULATED DIVIDED LITE GRILLE ❑ R-35 © CEILING AND FLAT ATTICS MATCH EXISTING GRILLS EXTERIOR STOOPS & LANDINGS: ALUMINUM — HALF ROUND INSECT SCREEN El -25 © FLOORS OVER UN—HEATED CELLAR & CRAWLS. GLASS: LOW E 4 SUN (U = .25) BLUESTONE SLABS SET IN 4" MIN P.C. W/WELD—WARE—MESH EXTERIOR LANTERNS: ❑ R-8 @ SLAB PERIMETERS TO 24" BELOW GRADE. HARDWARE: TO BE SELECTED OR EXTERIOR MASONRY TILE/SLAB T.B.S. (EXTERIOR LIGHTING BY OWNER PAINT: ROOF CONSTRUCTION - 111 — EXTERIOR TRIM (WHITE) ❑ ALUMINUM LEADERS AND GUTTERS D 1" X 6" SOFFITS OR EQUAL WINDOW SPECIFICATION: D VENTED CONTINUOUS SOFFIT 1. ANDERSEN 400 SERIES OR EQUAL ❑ ROOF OVERHANG (SEE PLANS) 2. LOW E GLASS = .28 U FACTOR ❑ ASPHALT SHINGLES 30 YEAR (SEE FINISH SCHEDULE) 3. MAXIMUM SHGC = .40 W 4. SIMULATED DIVIDED LITE WINDOW GRILLS. El 15# BUILDING PAPER 5. FACTORY SPRAYED INTERIOR FINISH ❑ 1/2" EXT. PLYWOOD SHEATHING 6. HARDWARE TO BE SELECTED D 2"X6" ROOF RAFTERS @ 16" O.C. (PROPOSED) ❑ 2"X8" CEILING JOISTS © 16" O.C. (PROPOSED) ❑ R-25 FIBERGLASS INSULATION BATTS ❑ 1/2" GYPSUM BOARD ALL WALLS & CLG WALL CONSTRUCTION : ❑ ALUMINUM LEADERS AND GUTTERS EXTEND EXISTING EXISTING RR ❑ 1" X 6" SOFFITS OR EQUAL i ADD RR NO CHANGE 2X8@16 OC RIDGE FLUSH ❑ VENTED CONTINUOUS SOFFIT ADD RR ❑ SIDING (SEE FINISH SCHEDULE) 2X8@16 OC ❑ 15# BUILDING PAPER El 1/2" EXT. PLYWOOD SHEATHING Q EXIST ❑ 2"X6" WALL STUDS ® 16" O.C. (PROPOSED) RIDGE ❑ R-21 FIBERGLASS INSULATION BATTS / 5 1/2" THICK G I ❑ 1/2" GYPSUM BOARD ALL WALLS & CL EXIST RR 2X6@16 OC ADD SHE EXIST ADD FOUNDATION CONSTRUCTION : RR TO DROPPED HEADER ALIGN W/ RR 12 ❑ 5/8" DIAM. ANCHOR BOLTS 12" LONG 6 @ 39" O.C. MAX 12" FROM CORNERS FASCIA 6 ❑ ANCHOR BOLTS ARE ALSO TO BE PLACED 6" TO 12" 2X4 12 FROM THE END OF EACH PLATE (SECT. PER 3.2.1.7) KNEE ❑ STEEL PLATES 1/2" — 3"X3"x1/2" BEARING PLATES UNDER BOLTS WALL ❑ 8" THICK POURED CONCRETE FOUNDATION WALLS BRACE ATTIC FLR ❑ 8X16 POURED CONCRETE FOOTING MINIMUM (3000 PSI MIN) ❑ APPf_Y WATERPROOFING TO EXTERIOR OF FOUNDATION "- ❑ BOTTOM OF FOOTING TO BEAR ON Ia R35J UNDISTURBED SOIL AT MIN 3' BELOW GRADE _ R35 _ __ ADD _ _____ VENTED VENTED i – i HEADE ii SOFFIT EXIST, I , , , LOW I SOFFIT DROPPEDi EXIST, _ CEILING R19 ALL ASSEMBLY FRAMED FLOOR CONSTRUCTION : EXISTING ► C.J. I 8 C.J , , c , REMOVE .71 (SEE TYP NOTE) STUDS I I I I ADD CJ I Aco R5 ❑ 3/4" PLYWOOD SUB FLOOR NO CHANGER15 I ^ OPEN I i o 12X6@16 i 2X6@16 ❑ 2" x 10" FLOOR JOISTS © 16" O.C. (MINIMUM) R5 I I 00 D CROSS BRIDGING ® 1/3 SPAN I I I I I ❑ CLASS 1 VAPOR BARRIER OVER ALL SLABS `---------� ; I ; ; TREATED SILL, COPPER EXIST. FJ REMOVE I I I ADD FJ i FLASHING, J" DIA ANCHOR NO CHANGE WALL I I 12X10@161 II I I SILL SEAL. (TYP) 2X10@16FIRST FIN FLR FIRE RAT ED ASSEMBLIES : LJ L------------------------ I ❑ 5/8" 1 HOUR RATED GYPSUM BOARD OVER MECHANICAL EQUIPMENT. __ _ _ _ _ _ _ F----------------------r—i D 1/2" GYPSUM BOARD OVER CELLARS AND BASEMENTS. EXIST'G GRADE R25 I I R25 EXIST'G GRADE I , e O I I I EXIST CRAWL SPACE VENTED CRAWL REMOVE SPACE EXISTING EXIST PC 2" RAT STOOP FOOTING SLAB ADD FJ - - - - — - - - - - - - - 2X4(3@1-C - - - - - EXIST PC d FOOTING CROSS `.SECTION SCALE: 3/8" = 1'-0" Project Number Sheet Status ,� � Sheet Title Sheet Number No: 00.00 00 EXISTING. CONDITIONS 6 0: Date: Issue: ��c�''��,�r��a k�L��`� Date 03.10.21 ��, �, � ._u ., ;{ Andreas Letkovsky Architecture, P.C. SECTION 2 7 r + ,' f•.. Scale AS NOTED 3 03.04.21 Final Prelim Design 8 i �- ' ,, r 91-101 Broadway, Sutie l 1, Greenlawn, New York 11740 4 03.10.21 Bid & Permit 9 `f . ?'' Project Title A 4 A Draw • vn _> r} ," r � 0 Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info�ALArchitecture.com 5 10 ?� � zj- ' -� Travers Addition N<":G3 i= 14E� Check AL Al of 1 1 2 3 1 4 1 5 6 1 7 1 8 1 9 10 111 12 PROVIDE 1" MIN. SPACE BETWEEN ROOF SHEATHING AND VENTILATION BAFFLE �. ROOF RAFTERS @ 16" O.C. TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION CRITERIA (SEE PLANS FOR SIZING MIN 8 WOOD STRUCTUAL Generalrequirements a continuous air arr r s n e Installed n e building r- permeable Insulation shalt not a use as a sealing envelope. exterior thermal envelope contains a contlnous material. ASPHALT ROOF SHINGLES ON PANEL SHEATHING 0 N air barrier. brooks or joints In the air barrier shall be 15# BUILDING PAPER ON 1/2" PANEL Cavity Insulation ons en on le Ali cavities In the ermn aut opo shalt r le rl PLYWOOD SHEATHING ONE FACE FOR PANEL SPLICE Insulation. The density of e Insutation shall be at t heLENGHT manufacturers product recomendatlon and said density (I F NEEDED) ADJOINING typo h ll Insulationbe °ned for'shalt show llnoolume voids of each cavity, int i ans even density for the entire cavity. batt Insulation paps and maintain MIN. 2 X 4 FRAMING MIN PANEL EDGES SHALL MEET shall be Installed In the recommended cavity depth. where i OVER AND B E FASTENED an obstruction In the uc do due is services, blocking, bracing or other obstruction exists, the batt product DOUBLE U B L E STUDS REQUIRED will be cut to fit the remaining depth of the cavlty where the batt Is cut around obstructlons, loose zit TO COMMON FRAMING Insutatlon to i fill any surface or concealed "olds, and at the manufacturers specified density. where faced batt Is used, the Installation tabs must be stapled to the face of the stud, there shall be no compression of the batt PROVIDE ICE AND WATER SHIELD P at the edges of the cavity due ti Inset stapling MIN. 36 AT ROOF EDGE TYP. ICE 8D COMMON OR GALV. Installation tabs. Insulation that upon Installation renally / (2) HOLD DOWNS O R conforms to available space she be Installed filling the SHIELD SHALL EXTEND A MIN. OF entire cavity and within the manufacturers density 24" INSIDE OF EXTERIOR WALL LINE R 3 5 (2) STRAP TYPE F— BOX NAILS @ 6" O.C. ening a Ic he air barrler an dra a cell ecom a dntlo y pp Imp so It s all a The Insulation In any dropped telling so fit shall e AS PER R905.1.2 = nllipned with the Insulntbn and any paps In °Ir barrier aligned with the air barrier. batt Insulation Installed In ANCHORSPER TABLE AT PANEL EDGES FOR sealed. Access openings, drop down stair or knee watt attic roof assemblys may be compressed at exterior watt — CD doors to unconditioned attic spaces shall be sealed lines to allow for required attic ventilation. SINGLE STORY AND @ a s ejunctiono afoundation and s ll p n e she a nv es w corners and headers o frame was she e R602.10.6.2 (0 N E O F LlJ sealed. The Junction of the top plate and top of Insulated by comletely filling the cavity with a material x 4 —0�� PANEL EDGES exterior walls shalt be sealed. Knee walls shall be sealed, having a thermal resistence of IR-3 per Inch minimum. x EACH TYPE SHOWN Exterior thermal envelope Insulatlon for framed walls shall be Installed In substantial contact and continuous BO FASCIA _J FOR THE FIRST 0 R 2 STORIES. alignment with the air barrier. BOARD FOR CLARITY) STRAP Windows Skylights and Doors The space between vendor oor Jambs and rmm�p and w " skylights and framing shnllbe soled. CEILING JOISTS ® 1 s O.C. TYPE ANCHORS SHALL m joists Rim joists shalt ecu . the air barrier. Rlm joists shalt e seated, (SEE PLANS FOR SIZING) BE PERMITTED TO BE CONTINUOUS SOFFIT VENT PROVIDE 1/2" GYP BD. ATTACHED OVER THE STUDS UNDER HEADER Floors (including above garage and ca„ Ieverefloors) The air barrier shall be Installed at any expose edge of Floor framing cavity Insulation shall be Instate o WOOD STRUCTURAL w AS REQUIRED Insulatlon. maintain permanent contact wlth the underside of subfloor deckingn of floor framing) cavity Insulation shall zbe permitted to be In contact 'with the topside of PANELQ sheathing of continuous Insulation Installed on the underside of floor framing and extend from the bottom (2) @ 2" X 6" TOP PLATE � to the to of all erameter floor framing members. Crawl space walls Expose earth In unven craw spaces shalt be covered Where provided Instead of floor Insu n on, Insulation shall (WITH TECOS) with class I , black vapor retarder with overlapping be ermenently attached to the crawl space walls. PANEL MUST BE 8D COMMON OR GALV. joints taped. „ at Shafts, penetrations ns uc shafts,s, u y pent ra ons, n flue shafts s open ng 2" x s" STUDS @ 1s" O.C. ATTACHED TO v BOX NAILS @ 12 O.C. to exterior or unconditioned space shall be seed. CONCRETE FOOTING AT INTERIOR SUPPORTS. OR CONCRETE m CEDAR SHINGLES OVER 15#------, FOUNDATION WALL USE SIMPSON ABW BASE BUILDING PAPER OVER CONTINUOUS _ SEE FLOOR PLAN 1/2-PLYWOOD SHEATHING I� � I� ( ) OVERBRACED WALL Narrow cav evea : narrow cavities s a e cu a t anInstalled to the correct density without cny voids or paps or LINE. — — Z compression, or narrow cnvtties shall be filled by Insulation that on Installation rewdlly, conforms to the nvnilabler cnvit space, Garage seper n on Air sen ngn shalt a provided between a garage and conditioned spaces. Q A 2 1�� DIA. ANCHOR Recessed p np Recessed g urea sae n e building thermal Recessed p fixtures sae in he u ollnp thermal envelope shall be sealed to dry wall. envelope shall be ai ( ) r tight and r IC ated. BOLTS LOCATED BETWEEN MIN. REINFORCING OR 6" AND 12" 0 F EACH END FO U N D AT I 0 N. 0 N E #4 Um ng an re np n nsu n on shalt ecu neatly a It aroundw s ng and plumbing in exterior walls. There shall be no voids or paps or compression where cut to fit. Insulation that on OR THE SEGMENT. BAR TOP AND BOTTOM. Installation readily conforms to available space shalt extend behind piping and wiring. LAP BARS 15 min. Shower/tubon exterior watt e air barrierInstalleda exterior watts adjacent oExterior watts adjacent to showers and tubs s a e MINIMUM FOOTING SIZE showers and tubs hallwe cratethem from the showers Insulated, 8d NAILS @ 6" IN FIELD IN SHEATHING ec rca p one ox on exterior watt. ear barrier g n e"tl�`: a electrical or UNDEROPENING IS ccmmunlcatlon boxes or air sealed boxes shall be Installed. " PLYWOOD SUBFLOOR 12" X 12". A TURNED HVAC register boos HVAC rags ter boos a pone rn to u ding thermal DOWN SLAB SHALL BE IRC 2015 onvetope shall ba seated to the subfloor or drywall. PERMITTED AT DOOR FIGURE R602.1 .".6.1 Concealed sprinklers When req re o be seated, concea e e spr n ers shall only be sealed In a manner, that Is recommended by OPENINGS METHOD ABW — ALTERNATIVE BRACED WALL PANEL the ltnfacturer. Caulking or other enrrr s rinkler shalt not be used to flit voids betwen fire sprinkler cover fates and walls or coatings. 2" X 6" SOLE PLATE WOLMANIZED TO SIT ON COPPER TERMINATE SHIELD R 2 5 FLOOR JOISTS @ 16" O.C. (SEE PLANS FOR SIZING) PROVIDE 5/8" X 12" LONG---// ANCHOR BOLTS W/ 3" X 3" VENTED CRAWL SQUARE WASHERS @ 36" O.C. MAX., 12" FROM CORNERS AND OPENINGS TYP. (DC DETAIL: WALL SECTION & AIR BARRIER 2DETAILALE: 3/4" = V-0" SCALE: N.T.S. 1 SCALE: N.T.S. d Project Number Sheet Status ,� ' al'AI�;C�/ Sheet Title Sheet Number No: Date: Issue: No: Date: Issue: �`� ,Q �• r;; Date o3.10.21 1 00.00.00 EXISTING CONDITIONS 6 p�a .. X': Andreas Letkovsky Architecture, 1 .C. AIR BARRIER 2 7 �•: -� Scale AS NOTED 3 03.04.21 Final Prelim Design 8 �` `:, '..'.'�:`4^ 91-101 Broadway, Sutie 11, Greenlawn, New York 11740 Project Title A5 4 03.10.21 Bid & Permit 9 Draw 5 10 0,3 5 '� �fl� Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info12'ALArchitecture.com OF E\44 Check AL Travers Addition Al of 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 111 12 TABLE A-3.6 WFCM 2015 TABLE 3.1 IRC 2015 TABLE R301.2 (1) RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND (Prescriptive Alternative to Table 3.6) TABLE 3.4A Dead Load Assumptions:Roof/Ceiling Assembly dl= 15 psf RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENTS NAILING SCHEDULE (WFCM-TABLE 3.1) CLIMATIC&GEOGRAPHIC DESIGN CRITERIA (130mph) EXPOSURE C (Prescriptive Alternative to Table 3.4) GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE BY WINTER ICE FLOOD AIR MEAN NUMBER OF NUMBER OF NAIL SPACING � 130 MPH EXPOSURE B JOINT DESCRIPTION COMMON NAILS BOX NAILS SNOW DESIGN DESIGN BARRIER HAZARDS FREEZING ANNUAL LOAD SPEED(mph) Topographic Special Wind-Born CATAGORY Weathering Frost Line TERMITE TEMP REQUIRED INDEX TEMP ROOF PITCH ROOF SPAN(FT) NUMBER OF 8d COMMON NAILS 130 MPH Effects Wind Debris Depth OR 10d BOX NAILS IN EACH END Region K 1 Zone M F A B C C H G I J OF 1 1/4"STRAP RAFTER/CEILING JOIST SPACING WALL HEIGHT(FT) NUMBER OF 8d COMMON NAILS OR 10d BOX NAILS(TOE-NAILED) ROOF FRAMING One mile from CALL PLANS REQUIRED FOR EACH RAFTER coast and BOF 3 FT MOD TO SEE EXMINERS AND/OR CEILING JOIST TO TOP 20 PSF 130 NO NO fire island B SEVERE BFG HEAVY BELOW YES OFFICE 599 51 3:12 12' 2 PLATE CONNECTION 16' 3 12" 8' 2 RAFTER TO TOP PLATE(TOE-NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER RAFTER (SLIP SEISMIC-"B" 20' 3 10' 2 CEILING JOIST TO TOP PLATE(TOE-NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER JOIST SMITHTOWN SEISMIC-"B" P4' 4 16" 8' 3 CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) SEE TABLE 3.9A SEE TABLE 3.9A EACH LAP 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF INCLUDING 4 FEET ON EACH SIDE OF 28' 5 10' 3 CEILING JOIST LAPS OVER PARTITION(FACE-NAILED) SEE TABLE 3.9A SEE TABLE 3.9A EACH LAP THE ROOF PEAK THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 32 5 24 6 4 COLLAR TIE TO RAFTER(FACE-NAILED) SEE TABLE 3.6 SEE TABLE 3.6 PER TIE 2• FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS THE 4 FOOT EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 36' 6 10' 4 4:12 12' 2 BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURE OF NOT LESS THAN 68 DEGREES FARENHEIT AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY 2015 IMC 309.1 16' 2 RIM BOARD TO RAFTER(END-NAILED) 2-16d 3 16d EACH END SYSTEM DESIGN SHALL BE BASED ON MAX 72 DEGREES HEATING, MINIMUM 75 DEGREES COOLING ) 20' 3 DEGREE DAYS (NY LAGUARDIA) 4811, WINTER DESIGN TEMP 15, DRY BULB 89, WET BULB 75 (2015 IPC APPDX D) ALSO AS PER 2015 IBC CHAPTER 16 SECTION 1609 AND ASCE 7 - WIND EXPOSURE CATAEGORY AND SURFACE ROUGHNESS IS B. 28' 4 TOP AND BOTTOM PLATE TO STUD LATTERALERAL CONNECTIONS FOR WIND LOADS 24' 3 TAA WALL FRAMING USE 'C' FOR BOTH SOUTH SHORE AND FIRE ISLAND. TOWN OF ISLIP IS WITHIN A HURRICANE PRONE REGION W (130mph) 32' 4 (Prescriptive Alternative to Table 3.5) TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d 2-16d PER FOOT 36' 5 EXPOSURE B TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d 5_16d JOINTS EACH SIDE 5:12 12' 2 130 MPH STUD TO STUD(FACE-NAILED) 2-16d 2-16d 24"O.C. Table R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS TABLE 3.26 16' 2 STUD SPACING WALL HEIGHT(FT) NUMBER OF 8d COMMON NAILS Bottom Plate to Foundation Connection (Anchor Bolts)Resisting Lateral and Shear Loads From Wind OR 40d BOX NAILS PER STUD TO HEADER TO HEADER(FACE-NAILED) 16d 16d (in pounds per square foo ) 20' 2 PLATE CONNECTION (Prescriptive Alternative to Table 3.2) 24' 3 TOP OR BOTTOM PLATE TO STUD(END-NAILED) SEE TABLE 3.5A SEE TABLE 3.5A USE LIVE LOAD FOR EXPOSURE B&C AND ALL WIND SPEEDS Uninhabitable attics without storage 60 28' 3 16" g. 2 BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 2-16d 2-16d PER FOOR Uninhabitable attics without storage 40 ANCHOR BOLT DIAMETER-(IN) MAXIMUM ANCHOR BOLT SPACING ENDJOIST OF BLOCKING(FACE-NAILED) 16"O.C.ALONG EDGES 1/2" 31 32' 4 10' 2 PER STUD Habitable attics and attics served with fixed stairs 50 36, 4 12' 2 5/8" 48 Balconies (exterior) and decks 40 6:12 12' 2 14' 2 FLOOR FRAMING Fire Escapes 40 16 2 Guards and handrails 200 20' 2 JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d PER JOIST Guards In-fill components 50 WINDOW NOTE: 24' 3 BRIDGING TO JOIST(rOE-NAILED) 2-8d 2-10d EACH END Passenger vehicle garages 50 If house is in a wind-borne debris region, all new windows 28' 3 andglass doors shall meet the requirements of the large Q TABLE A-3AA BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END Rooms other than sleeping rooms 40 missile test of ASTMi 1996 and or ASTM E 1886. 32' 3 UPLIFT STRAP CONNECTION REQUIREMENTS (ROOF TO WALL,WALL TO WALL,WALL TO FOUNDATION) Sleeping rooms 30 The Contractor shall provide pre-cut 1/2" plywood panels to 36' 4 (Prescriptive Alternative to Table 3.4) BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3 16d 4-16d EACH BLOCK c ver the glazed openings do shall pre drill edges to accept Stairs 40 §W #8 wood screws 0 16" for panel span less than or 7:12-12:12 12' 1 EXPOSURE B LEDGER STRIP TOP BEAM (END-NAILED) 3-16d 4-16d EACH JOIST equal to 6'; ® 12"o.c. for panel span 6'-* to. 16' 2 JOIST ON LEDGER TOBEAM OE-NAILED 130 MPH (r ) 3-8d 3-10d PER JOIST 20' 2 DEFLECTION LIMITS: FRAMING SPACING ROOF SPAN(FT) NUMBER OF 8d COMMON NAILS BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d PER JOIST RAFTERS WITH NO FINISHED CEILING ATTACHED: L / 180 - FLOORS: L / 360 24' 2 OR 40d BOX NAILS PER STUD TO PLATE CONNECTION BAND JOIST TO SILL OR TOP PLATE OE-NAILED 28' 3 (T ) 2-16d 3-16d PER JOIST 32' 3 12" 12' 1 3s' 3 ROOF SHEATHING 16' 1 20 2 WOOD STRUCTURAL PANELS: 8d 8d SEE TABLE 3.10 24' 2 - DIAGONAL BOARD SHEATHING 28' 2 32' 2 1"X 6"OR 1"X 8" 2-8d 2-8d PER SUPPORT 36' 2 1"X 10"OR WIDER 3-8d 3-8d PER SUPPORT U 2 16" 12' 2 CEILING SHEATHING 16' 2 20, 2 GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7"EDGE/10"FIELD 24' 2 28' 2 WALL SHEATHING 32' 2 36' 3 WOOD STRUCTURAL PANELS 8d 10d SEE TABLE 3.11 STRUCTURAL FIBERBOARD PANELS 1/2" 11 GA.GALV.ROOFING NAIL 3"EDGE/6"FIELD 20"X1 1/2"LONG X 7/16"HEA TABLE A-3.9A 25/32" 11 GA.GALV.ROOFING NAIL 3"EDGE/6"FIELD RADTER/CEILING JOIST HEEL JOINT CONNECTION REQUIREMENTS 20"Xi 1/2"LONG X 7/16 HEA CW 135 3046DH (Prescriptive Alternative to Table 3.9) W = 22 9/16" W = 33 7/8 ROOF LIVE LOAD GROUND SNOW LOAD GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7"EDGE/10"FIELD � H = 36 3/8" H = 24 1/8" HARDBOARD Sd 8d SEE TABLE 3.11 20 psf 30 psf 5.7 Sq. Ft. 5.7 Sq. Ft. ROOF SPAN PARTICLE BOARD PANELS 8d 8d SEE MAUNIFACTURER SILL = 38" SILL = 26 12 24 36 12 24 36 DIAGONAL BOARD SHEATHING RAFTER RAFTER NUMBER OF 16d COMMON NAILS "-- SLOPE SPACING OR 40d BOX NAILS PER HEAL 1"X 6"OR 1"X 8" 2-8d 2-10d PER SUPPORT JOINT CONNECTION ANDERSEN EGRESS WINDOW SPECIFICATIONS 1"X 10"OR WIDER 3-8d 3-10d PER SUPPORT 3:12 12' 3 5 8 3 6 9 16' 4 7 10 4 8 12 FLOOR SHEATHING 4:12 12' 3 4 6 3 7 7 16' 3 5 8 3 9 9 WOOD STRUCTURAL PANELS 5:12 12' 3 3 5 3 6 6 1"OR LESS 10d 10d 6"EDGE/12"FIELD 16' 3 4 6 3 7 7 GREATER THAN 1" 10d 16d 6"EDGE 112"FIELD 7:12 12' 3 3 4 3 4 4 16' 3 3 5 3 5 5 DIAGONAL BOARD SHEATHING Q 9:12 12' 3 3 3 3 4 3 1"X 6"OR 1"X 8" 2-8d 2-10d PER SUPPORT USED. 16' 3 3 4 3 4 4 1"X 10"OR WIDER 2-8d 3-10d PER SUPPORT 12:12 12' 3 3 3 3 3 3 16' 3 3 3 3 1 3 1 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON CENTER AT PANEL EDGE. 2. WHEN ALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBERS OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAILS PER FOOT. Project Number Sheet Status ¢� ea �, Sheet Title Sheet Number No: Date: Issue: No: Date: Issue: `cy'�4 � w-r;coF�� Date 03.10.21 1 01.22.18 TOWN REVISIONS 6 Q1 C4 4.F,: Andreas Letkovsk Architecture, P.C.�µ �, ,,,i '4 yCODE REFERENCE STANDARDS 2 7 7 „( Scale AS NOTED 3 8 �: {�k< ='Y a� 91-101 Broadway, Sutie 11, Greenlawn, New York 11740 Y Project Title R 1 4 03.1o.21 Bid & Permit 9 -- - Draw 5 10 ;� 0235 -y' Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info�ALArchitecture.com Travers Addition �F Q� F � Check AL Al of 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 111 12 CONTINUOUS CONTINUOUS RIDGE VENT SIMPSON CS20 RIDGE VENT @ EACH RAFTER TRIPLE STUD 7t (5)8d NAILS EACH �� RIDGE(SEE PLAN FOR SIZE) Q 0,, SIDE OF RIDGE Q r TEEL PIPE COLUMN MID) (18) 16d SIMPSON SIMPSON CS20 NAILS U210 RAFTERS(SEE Ci HGR.@16" @ 16"o.c.(5)8d PLAN FOR SIZE) NAILS EACH SIDE 0" X 10" X (2) 16d COMMON OF RIDGE BASE PLATE SIMPSON Y"0 DIA. FOR FULLLL HEIGHT H-3 HURRICANE LAG BOLTS R BEAM NAILS O.C. CLIP @ 16" @ 16 O.C." EE PLAN FOR SIZ OF STUD SIMPSON L-50 CH SI OF EACH R R d ° d d d ROOF RAFTERS (4) �4" DIA X 12" , ° d ° 30" X 30" X 12" •• (SEE PLAN FOR SIZE) LONG ANCHOR P.C. FOOTING (TYP) • BOLTS ° d d •. N O DIA. ° • LAG BOLTS •• AAC4 N U2.@1 SON @160.C� RIDGE DETAIL @ CATHEDRAL CEILING RIDGE TENSION STRAP CONNECTION DETAIL FOOTING DETAIL •• '• AAC4 HGR.@ 16" SIMPSON "HTT16" EACH SIDE DETAIL 2 DETAIL 3 DETAIL 4 000"r N„NNN"' I h PORCHRAFTER GIRDER CONNECTION DETAIL Cil � 3/8"0 LAG (7)8d DETAIL 1 ROOF R AMIN ROOF RAFTERS BOLT @EACH NAILS I ROOF RAFTER SIMPSON CS20 STRAP @ 16"O.C. 5/e"0 DIA. WRAPPED AROUND THRU-BOLT T DOUBLE 2X6 SILL PLATE SIMPSON H2A, H7Z, 3"x3"xi/4" H10S, OR WASHER&NUT EQUIVALENT Z 2X-4"WIDER SIMPSON "HTT16" THAN RR (4)10d NAILS N SIMPSON -W. 0 ANCHOR BOLT L50 ANGLE MAIN ROOF (MIN.7"EMBEDMENT) AND STRAPPING @ EACH ROOF ROOF RAFTERS @ 39"O.C. RAFTER rl " MIN. • . SIMPSON f CS20 STRAP SECOND FLOOR ® 16" O.C. I RAFTER/TOP PLATE CONNECTION DETAIL FALSE VALLEY CONNECTION DETAIL FOUNDATION WALL/FLOOR FRAMING DETAIL SHEAR WALL HOLDDOWN SIMPSON DETAIL 6 (1) H2 DETAIL 7 DETAIL 8 DETAIL 9 ® 16" O.C. SIMPSON 2X4 CRIPPLE STUDS @ 16"OSIMPMST2 CANTILEVER DETAIL CS20 CONjN;CTORSIMPSON CS20CONNECTOR OR, EACH SIDE ON NECTOR OR, DETAIL 5 DBL.TOP PLATE 14 (2)H2 @ ROOF (2)H2 @ ROOF TRIPLE STUD SIMPSON 2"x 6" CONNECTOR - (7)8d NAILS 9 WOOD CAP T 2"x4" TOP RAIL 18-16d �� 4 —0 TO 12 —0 SIMPSON NAILS • SIMPSON HTT16 3"x 3"x 1/4" 00, 41-0 MSTC28 SIMPSON CS20 5/8"0 THREADED • STEEL PLATE MAX. 2"x2" BALUSTERS CONNECTOR STRAP @ 16'O.C. ® 5" O.C. ROD 5/8'0 DIA. EACH SIDE m'P) U THREADED ROD 4X4 WOOD POST ® 48" 2"x4" BOTT. RAIL SIMPSON SIMPSON SIMPSON O TRIPLE STUD LSTA21 NO SP I L UP LSTA21 MSTC28 - SIMPSON H-3 CONNECTOR CONN TORS R QUIRED CONNECTOR CONNECTOR Z WRAPPED THIS AF EA WRAPPED WRAPPED (7)8d NAILS (2) 16d COMMON HURRICANE ( CLIP ® 16" O.C. (2)1Y4"x 11 7/8"ML • AROUND AROUND AROUND SIMPSON HTT16 BOTTOM PLATE BOTTOM PLATE BOTTOM PLATE NAILS D O.C. (2) 16d COMMON FOR FULL HEIGHT NAILS ® 6" ox. OF STUD • TRIPLE STUD FOR FULL HEIGHT TRIPL OF STUD ST � ADECKING 8-16d A PATH CEDAR NAILS CANTILEVER HOLDDOWN DETAIL HEADER TIE DOWN DETAILS HEADER TIE DOWN DETAILS LOAD /FLOOR FRAMING DETAIL Y2'0 DIA. IMPSON 18-16d THRU DETAIL 10 DETAIL 11 A DETAIL 11 B DETAIL 12 HTT16 BOLTS HOLDDOWN 2"x10"@ 16"O.C. 12" P.T.DECK JOISTS MAX. DJ @ POST SIMPSON HTT16 SIMPSON " POST HOLDDOWN MAX.. EACH SIDE TRIPLE STUD 1"x 2" SIMPSON 6"x6" AB66 3/4-0 4 CLEAR HANDRAIL P.T. POSTS � CEDAR DECKING (ACTUAL DIMENSION) @ 6'O.C. POST BASE 3"x3"x1/4" _ 5/8"0 WASHER&NUT BALUSTERS , THREADED Yz`0 DIA. ® 5" O.C. ROD SIMPSON HTT16 LAG BOLTS a ° (?)120.C.` ° d 5/8" DIA. X ° 5/8" DIA. X 1/2"0 DIA. ° ° ® 24" LONG ° ° ° ° 18" LONG ANCHOR BOLT - (MIN.7"EMBEDMENT) ANCHOR BOLT ° ANCHOR BOLT d ° d ° ° d ZSIMPSON% _ AC4 17 a EACH SIDE SIMPSON S/"0 DIA. U210 HGR. ANCHOR BOLT ° ° ° ° @ 16"O.C. @ 36"O.C. ° TRIPLE FLOOR JOIST • SIMPSON HTT16 SIMPSON AB44 7"MIN.EMBEDMENTN N a POST BASE 4x4 POST NAILS • TRIPLE STUD ° W/ DIAGONAL 1/2'0 DIA. BRACE d ° 41' e$ ANCHOR BOLT " • ° (MIN.7"EMBEDMENT) 2x10 TREAD (MIN) SIMPSON 0 2"x10" STRINGER (MIN) PORCHZDECKZHOUSE PB44 FIRST FLOOR FIRST FLOOR ALTERNATE CANTILEVERPOST BASE 4x4 POST CONNECTION DETAIL CONNECTION DETAIL STAIR/RAILING DETAIL SHEAR WALL HOLDDOWN SHEAR WALL HOLDDOWN PORCH /DECK/JOIST CONNECTION DETAIL HOLDDOWN DETAIL DETAIL 13 DETAIL 14 DETAIL 15 DETAIL 16 DETAIL 17 DETAIL 18 DETAIL 19 Project Number Sheet Status Sheet Title No: Date. Issue: No: Date: Issue: ` �=if,c�� C� Date 03.10.21 1 01.22.18 TOWN REVISION 6Sheet Number 7 � Andreas Letkovsky Architecture, P.C. CODE REFERENCE STANDARDS� Q- � �.'��2 7 r 3 $ Scale AS NOTED N .�" 91-101 Broadway,Sutie 11, Greenlawn, New York 11740 Y Project Title R2 4 03.10.21 Bid & Permit 9 Draw s. �i2:33 © Tele: 631-757-6204 Fax: 631-757-0628 E-mail: info@ALArchitecture.com , 5 10 �7t o� �� Check AL Travers Addition Al of