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z721- �. �o\pguFFOl�cpG Town of Southold 7/18/2021 4 P.O.Box 1179 o - 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42172 Date: 7/18/2021 THIS CERTIFIES that the building ALTERATION Location of Property: 935 Southern Cross Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-5-48.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/8/2021 pursuant to which Building Permit No. 45839 dated 2/24/2021 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: existing basement altered to habitable space(no kitchen)as applied for. The certificate is issued to Contento,Albert&Annette of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0092 2/2/2021 ELECTRICAL CERTIFICATE NO. 45839 5/20/2021 PLUMBERS CERTIFICATION DATED 5/25/2021 Ma LoBianco A h i d ignature �o�SUF n eco TOWN OF SOUTHOLD Gym BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 45839 Date: 2/24/2021 Permission is hereby granted to: Contento, Albert 20 Pine Hill Ct Briarcliff Manor, NY 10501 To: alter existing basement to habitable space as applied for per SCHD approval. At premises located at: 935 Southern Cross Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-5-48.1 Pursuant to application dated 2/8/2021 and approved by the Building Inspector. To expire on 8/26/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $588.00 CO-ALTERATION TO DWELLING $50.00 Total: $638.00 Bui din r pF SO(/jyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 c Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 �Ifi�UUNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Albert Contento Address: 935 Southern Cross Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 45839 Section: 110 Block: 5 Lot: 48.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Gerarti Electrical License No: 40564ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor Pool New X Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 28 Ceiling Fixtures 1 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt Wall Fixtures 4 Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures 13 CO2 Detectors Sub Panel 60A A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 22 4'LED Exit Fixtures 11 Pump El Other Equipment: Central Vac, 24 Circuit Panel- 12 Used Notes: Finished Basement Inspector Signature: Date: May 20, 2021 S. Devlin-Cert Electrical Compliance Form.xls J 1 \ IS Town Hall Annex ~ Telephone(631)765-1802 54375 Main-Road Fax(631)765-9502 P.O.Box 1179 G•. �'. Southold,NY 11971-0959 Coln, O Ul BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 'r-)1'2'-r)L9 Building:Permit No. q Owner: 61� (Please print) Plumber: �(�(� 1) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. IRE\E\t.NORRE NOTARY PCBIIF.STATE OF NEW NO.(4-1-06123357 \0.111\0(123357 Qualified In Suffolk Counly�d \1y Co n uIsAnn Expire$March 7°20 ! (Plumbers Signature) Sworn to before me this day of GZ-e. 20J,/ Notary Public, I,j County I o��04S0UTyo 5*&!� -- # # TOWN OF S UTHOLD BUILDING DEPT: 765-1802 INSPECTION [ ] FOUNDATION 1ST [. ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ `] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: o K DATE -4 12J INSPECTOR ftsf s0 'to * * TOWN OF SOUTHOLD BUILDING DEPT:- `ycourm 765-1802 INSPEC ON [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ]- OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT=CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARK : 1ot A_ Vvm�o Thi t DATEI INSPECTOR 727 - # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PL13G. [ ] FOUNDATION 2ND [ INSULATION/C�AULPJG [ ] FRAMING/STRAPPING [ ] FINAL [ ]:FIREPLACE-& CHIMNEY ; [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O _REMARKS: �I (4WJ �4 �► DATE INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. 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) rl ELECTRICAL (FINAL) [ ] CODE VIOLATION PRE C/O REMARKS: DATE Z INSPECTOR - # } TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [/-ROH PL13G. FOUNDATION 2ND [ ATIOWCAULKING ] -FRAMING/STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 0 of V14 a" coik I W& IF 07�m 1 5 1"-- .0 T"19&e,, Ay-nap L44�� wqw DATE INSPECTOR i S�0 avat soil # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATIOWCAULKING [ ] 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�1 6y DATE INSPECTOR L. I Martin A. P'�ssantel Architect Lic. In N.Y., N.J.;CT;MA,AZ, IN, IL,XT,VA,WV, DC, PA March 30,2021 Town of Southold 53095 Route 25 . Southold,New York Re: BP#45839, 935,Southern Cross Rd, Cutchogue To Whom it.May Concern: Please accept, this" letter as. certification that T have -inspected- the above referenced, prem d them to be in complete" compliance' with the enclosed revised.approved dr �� .P ss C� New York State Residential Building&Plumbing code a M in Y 4 -�0 ivrn� OF N� 178.Bayview Ave. Northport, N.Y. (631)747-11.14-Fax (631)532-1-3'15 1 -------------- • 1 • 1 nPr m, ROUGH FRAMING* W,ma'aw-7 PLUMIN G. • 11011 1 • , All Ail -W w moi/' _I / :-p--�---�-�----Wig--e� �,�---------- -- - --- - �� III RA WAW EWA `r. r d � o�gUFFu1,��oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y� w x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�• ao�g Telephone (631) 765-1802 Fax(631) 765-9502 haps://www.southoldtom=.gov Date Received APPLICATION FOR BUILDING; PERMIT For Office Use Only PERMIT NO. Building Inspector: FE8 8 2029 Applications and forms must be filled out in their entirety. Iricomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:2/08/2021 OWNER(S)OF'PROPERTY: Name:Albert J.Contento SCTM#1000-110-5-48.1 Project Address:935 Southern Cross Rd cutchogue NY 11935 _ Phone#:914-582-7729Emalhacontento234 aagmail.com Mailing Address:same CONTACT PERSON: . Name:Arthur Picchione _- - _._.._._ .. ----------- Mailing Address:830 Eastwood Dr Cutchogue Ny 11935 Phone#:631-774-8426Email:a Icchione aol.com DESIGN PROFESSIONAL INFORMATION: Name:Martin A Passante Mailing Address:178 Bayview Ave Northport Ny 11768 Phone#:631-747-1114 Email:martyp@mparchitects.com CONTRACTOR INFORMATION: Name:home owner Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION'. ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $20,000 Will the lot be re-graded? ❑Yes MNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION , Existing use of property: 11, 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 IgNo�IF YES, PROVIDE A COPY. ®-,C'heck Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,.County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and,regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): -S- �� PIC-C-1�v�,� gAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY 0 F�-U U-0 kV__ ) G being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the l C-a_OL f` (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. LYNDSEY BARKER NOTARY PUBLIC,STATE OF NEW YORK Sworn before me this No. 01 BA6156676 �f alified in Suffolk County �1 R- V.day of 20 02 C Ission Expires November 27,20 ` Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) residing at moi + do hereby authorize^ //k ��� � to apply on my beha the own of Southold Building Department for approval as described rein. 9,J-7 Owner's Signature Date Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, -Pe residing at Kak l)15411 zl;xss (Print property owner's name) (Mailing Address) - �' rdo hereby authorize " (Agent) to apply on my behalf to the Southold Building Department. ( e 's Signature) (Date) ���� (Print Owner's Name) DOUGLAS T BASSEMIR NOTARY PUBLIC STATE OF NEW YORK SUFFOLK COUNTY LIC.#01 BA6182118 COMM.EXP, BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 two ZZ Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerra_southoldtownny.gov — sea nd(Dsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: 45!irW& Name: k / �' License No.: email: Address: Phone No.: E22141* JOB SITE INFORMATION (All Information Required) Name: .— Address: cam/✓ Cross Street: Phone No.: S r/ Bldg.Permit#: email:yT��w,`, Tax Map District: 1000 S ction: Block: Lot: �o BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES C'NW Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: .PAYMENT DUE WITH APPLICATION n U Request for Inspection Formals V BUILDING DEPARTMENT-Electrical Inspector 6! TOWN OF SOUTHOLD =' Fa Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 �.� ,... Telephone (631) 765-.1802 - FAX (631) 765-9502 •._... ' .1rogerr(CD.southoldtownny_do�.... .seand E southoldto_wnnY.gou. " - APP_LIG [.ON FOR ELECTRICAL INSPECTION ::....................__..._::_..;__,_.-:.-_:.._:::..............:........: ELECTRICIAN INFORMATION (All Information Required) Date: Company Name:..: . : ..... --- - License No.: email: ��- Address: .... - - .......... . ....... . Phone No.: �p 7. JOB SITE INFORMATION (All Information Required) Name: . .... �. �:. .. . :. - - - - - Address': ....r .... ....._.._.._ _.........: Cross Street: .. Phone No.? e. . - :..1� '✓ - BId Permit#: email. a G Tax Ma _.District' 10otJ. S ctiort; _ _ Block: Lot: - -- .. . .. .._ ..._ .... u ... ,...... .. -._..._._...... .... ....._...-- . _...-- -......-- . - - .- OkIEF DESCRIPTION OF WORK (Please.Print Clearly) :C.rcle.AII That Apply: Is job ready for inspection?: YES Rough In Final Do.you need a Tem Certificate?: YES O Temp, Issued'On ...........::...: : ..,:: Top Information: (All,information required) Service Size 1 Ph 3 Ph Size:,_..... . ..-......_A #Meters .......�.. � Old Meter#:,,;rte New Service- Fire Reconnect-Flood Reconnect-Service Reconnected- Underground-Overhead Underground Laterals 1 2 H Frame Pole Work done.on Service? Y N Additional'Information:;`:. PAYMENT_b0t W[T_H_0PLI_CAVON Request for inspection Form.xis PERMIT# N Address: l:( .ti Switches Outlets II� G FI's Surface I . Sconces ll I H H's I �� UC Lts. Fans I Fridge HW Exhaust I �, 'Oven Dryer Smokes1N Service f Carbon ::., aVlicro. : :Gen Combo Gdoktop Trans-fer AC A11 . . _:Special:.. :. t.2, Comments: — -- V vW — ---.-- --------•-------- —� r•: S.C.T.M. NO. DISTRICT: 1000 SECTION: 110 BLOCK: 5 LOT(S):48.7 NON U.P. ,,q N Lk N/F OF KAFOL FILIPKDW aQ M1M1� Petit �5 zs.+' A9PW1Li 01210E DFN AY a T 'may U.V. MON 4.0' Q� 8 s.i' ,4 i qt $p 1 STOFY R F NDN FEkGE x,(1.01 � S�`1 FRAME :.2'E STEPS J� v 5 s?do i F �Q IAND N/F OF CONRAD NOPKINS sTOro.a 21.9' j STEPS 1^ �FEN4E tit NON OA E o SNEO m B DEER FEKOE LAND N/F OF TRICH HOWE LAND%F OF WILLIAM MILLER THE WATER SUPPLY, WELLS DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 23,648.24 SQ.FT. or 0.54 ACRES ELEVATION DATUM: ------------------------- UNAUTHORIZED ALTERATION OR ADDIT70N TO THIS SURVEY 1S A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EOUCA TION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING 1NSTITUAON, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: ALBERT J. CONTENTO; MAP OF: ANNETTE CONTENTO; FILED: WESTCOR LAND TITLE INSURANCE COMPANY; QUICKEN LOANS, INC.; SITUATED AT:CUTCHOGUE TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design d � P.O. Box 153 Aquebogue, New York 11931 PHONE (831)298-1588 FAX (831) 298-1580 FILE N19-139 SCALE:1"o30' DATE:SEPT. 26, 2019 N.Y.S. LISC. NO. 050882 maintaining the records of Robert 1.Hennessy 8 Xenncth M.Woychuk i i NO WELL5 WITHIN 150'-0" THERE ARE NO UNU5UAL 5ITE 51TE D,4 T,4 4� OF PROPERTY' CONDITION5 (5WALE5, PLUFF5, LOT >�REA : 23,640.24 SCS FT OR .54 �4CRE5 � �EjvHOLLOu15, OR SLOPS IN 5CTM NO. DISTRICT: 1000 SECTION: 110 5LOCK: 5 LOT : 48.1 o EXCE55 OF 15%) ON 51TE ° I II I '" JAN 11 202 113.9 5 2� 1� 50 E 50.00 w z E FF�I- EMCEE , ��II Q 0 EU F.CO- N � -�c�� .5 32° 18 � � Q ,� OFFI E OF WAS°EV" P 8'-O"DIA. X �' a ; o 8'-0" DEEP SPA SINN ULO q a DRYWELL ! ' 0 C co 8-0" DEEP z a °� DRYWELL po CL) x r`x Cd � ��RED ARC � 46 6 IN ���N A.PAS,, I 3� EXISTING (l) STORY 0' FRAME STRUCTURE Sp L r Sa J[ I '�zROpOs m Im'- cob FORM WATER DRAINAGE DE516N CRITERIA 02311 �t 4 . ' 1. RUNOFF COE:FFICIE:NTS: � OF I .3N� ENT. PAVEM 1.00 R/ 4(7' O ROOF: 1.00 �F �q � 0 LANDSCAPE:: m.15 r> � v 0 2. PROVIDE STORAGE FOR 2" RAINFALL = x .16" PER CUBIC FOOT V1 EXW NG: ,.50 GAL. 3, s'-0"DIA.DRYUlELL CAPACITY: 42.25 CUBIC FEET PER VERTICAL FOOT O STRAW BAIL W/ }Se;; .::. :,'.,.;". ::SEPI:I.G:.TAN .. i•r :� ..: . X15TIlNCz STORM WATER DRAINAGE CALCULATIONS N SILT SCREEN SEE . DETAIL a :.,., ..;.-..:.. ::8. IDIA.X 1. REQUIRED STORAGE FOR ROOF AREA = 1,182 5F x 1.00 x.16 = I89.12 CU.FT. I 6.- DEEP I EA.PING POOL 2. REQUIRED STORAGE FOR PAVING AREA = 5,242 5F x 1.00 x.I6 = 838 CU.FT. a ;-4W §� mmc) 8'-(d"DIA. X 836CU FT +MCU FT = 1021 CUBIC FEET/42.25 = 24.3 VERTICAL FEET READ g a v 8'-(D" DEEP 8'DEPTN + 8'DEPTN +8'DEPTN = 24' PROVIDED ,= � a I DRYWELL O o JmO SITE PLAN y EXISTING WATER The exasiiiaa safk ?s.. Sieh, I. .. � A-1 SCALE: 1" = 20'-0" ' � w U LINE IN FROM STREETlrrti :�� I - �� ,I d2ls c �V=1� {/ ciCG'�S�L -�• +� , Drawing Title: � a � makes e no "o-F,!11'_l llu-]iif. = n SITE PLAN ���'$`�2�S �c�� �.;t;�,`�{�{.fi$�s>I)�.i'I� ��O ilv r��,:rg� �'.,�. � �• � .35..s. L�'"'_�+�8�.�,•- ���_ —�� ! ro P ' ".i: �9�t3«�• U ��'. 4` �fl: t t No. g .0 UDrawing Scale: r1i — 2/30/2020 ASNOTED 42-4° I II uj 1 n 1 2 dotal maxic ku�n Bedmc m, `y Drawn By: Checked By: III IIIff II II IIIIII 34'-0 1/2 J W W W----� — - _W W W W W pDrawing No. HOLDEN AVE ��_� Office of b�Iasded�ae� P�;�ra� c�taert _ Jspamt - of 10'-213132" � , 23'-13116" 46'-13116" .�■) Z Z LU ❑❑ E) U M > GC E = uMax z C-1 � ster B uJ _ ® p,� W o + U UJ F Master bedroom • Q ° W 5to Bloc ted z m a� Kit en = ® ® a z UJ �L 50 ®i� m •s' V N N W � SPA EU- arxist. Great Room W1- Cl Walk to CI. � a' °' •� a; i � •� a 1W � �ILL pa CO z � 0 to .. 0'J o PC Bedroom $Z zC 29'-10 13116" ® .FMTILE f - ,00 a X z O U 1 Pro ./Exist First Floor � Covered Porch A-1 SCALE: 1/8"=1'-0" 40'-3 19/32" 41, 23'-13/16" ® ® ® PC ^ � V 46'-13116" �I 12 r � 11 ^ U SQL UJ _ Bedroom #3 O G� gy N [n � F- � Walk in - V �E6 a�t Finished Basement ] CL O �� � M O�N Drawing Title: Bedroom #4 FLOOR PLANS Project No. 29'-10 13116" B th #3 Date: Drawing Scale: Q e 12/30/2020 AS NOTED 2 Pro ./Exist Fdn.lBasment Plan _ _ Drawn By: Checked By: A-1 SCALE: 1/8"=1'-0" 40'-3113/32" Drawing No. Allotof — — — z co CD rA FFM fPnFH P. • Q o v Lj ®® �� 4 Q .10 U 0 ®® t` L) "'j trD cv � O a)LO 1 Pro ./Exist Front Elevation z A-2 SCALE: 1/8"=1'-0' U m o k A I INN w ;..r co Z _ o LL FF1 7ni�1 z 'Co ice.. �i:•'� :�.4.�` ;�.�?r:_>�:ti%�':�� 2 Pro JExist Side Elevation 0PEA o A-2 SCALE: 1/8°=1'-0° � V Pro ./Exist Side Elevation Q 3 U� A-2 SCALE: 1/8'=1'-0° c CO Egg ® w a — — — — — — — — — — — — O � � Drawing Title: �. � _�' �� EXTERIOR ELEVATIONS Project No. ILL ffJ raj lJ 12/30/2020 AS NOTED Drawn By: Checked By: 4 Pro JExist Rear Elevation Drawing No. A-2 SCALE: 1/8°=1'-0° �E at Generated by REScheck-Web Software [�JrCompliance Certificate Project 935 Alteration Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 935 Southern Cross Rd Contento Martin Passante Cutchogue, New York 935 Southern Cross Blvd Martin A Passante Architect Cutchogue, New York 178 Bayview Ave. Northport, NY 11768 16317471114 martyp@jmparchitects.com a Compliance: 5.1%Better Than Code Maximum UA: 253 Your UA: 240 Maximum SHGC: 0.40 Your SHGC: 0.32 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 641 38.0 1.0 0.029 19 Ceiling 1: Cathedral Ceiling 872 38.0 1.0 0.027 24 Wall:Wood Frame, 16"o.c. 1,632 15.0 2.0 0.065 95 Door: Glass Door(over 50%glazing) 18 0.240 4 SHGC: 0.30 Window:Vinyl Frame 156 0.240 37 SHGC: 0.32 Floor:All-Wood joist/Truss 641 21.0 0.0 0.044 28 Basement: Solid Concrete or Masonry 685 0.0 14.0 0.048 33 Wall height: 9.0' Depth below grade: 7.5' Insulation depth: 9.0' Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: 935 Alteration Report date: 02/22/21 Data filename: Page 1 of 9 t REScheck Software Versi®n : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified "reAnspection/Plan Review Value Value Complies? Comments/Assumptions &. Req.11) 103.1, ;Construction drawings and ❑Complies 103.2 !documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the u ;building envelope.Thermal ; ❑Not Observable ; envelope represented on + ❑Not Applicable ;construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, documentation demonstrate i ❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable S, ;Systems serving multiple i ❑Not Applicable ;dwelling units must demonstrate compliance with the IECC ;Commercial Provisions. 302.1, ;Heating and cooling equipment is: Heating: Heating: '❑Complies ,403.7 tisized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not E [PR2]2' ;on loads calculated per ACCA Cooling: Cooling:g: ;❑Not Observable ,- Manual J or other methods Btu/hr Btu/hr ;approved by the code official. °❑Not Applicable , , Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 935 Alteration Report date: 02/22/21 Data filename: Page 2 of 9 Section Plans Verified Field Verified #r Foundation Inspection` Value Value Complies? Comments/Assumptions &Req.ID 402.1.1 ;Conditioned basement wall R- ; R- ;❑Complies ;See the Envelope Assemblies [FO4]1 ;insulation R-value.Where interior R R- ;❑Does Not ;table for values. l ) ;insulation is used,verification ;may need to occur during ❑Not Observable :Insulation Inspection. Not ❑Not Applicable required in warm-humid locations ;in Climate Zone 3. f 303.2 ;Conditioned basement wall j❑Complies ; [FO5]1 �insulation installed per ❑Does Not manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall ftft ❑Complies ;See the Envelope Assemblies [FO6]1 :insulation depth of burial or ❑Does Not ;table for values. 6) distance from top of wall. E ❑Not Observable f ❑Not Applicable , '303.2.1- ..;A protective covering is installed i +....; 1❑Complies [FO11]2' to protect exposed exterior I❑Does Not insulation and extends a ❑Not Observable ;minimum of 6 in. below grade. { ❑Not Applicable 403,9 Snow-and ice-melting system ❑Complies [FO12]2 ;controls installed. is ❑Does Not X •. y IE]Not Observable 4 J❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 935 Alteration Report date: 02/22/21 Data filename: Page 3 of 9 'Sectiois ' Plans Verified Field Verified .9 JiFraming/ Rough-in Inspection Value Vafue Complies? Comments/Assumptions & Req 402.1.1, ;Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies ; 402.3.1, �average). � :❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable ; [FR2]1 ;❑Not Applicable 303.1.3 LI-factors of fenestration products - ❑Complies [FR4]1 :are determined in accordance ± ❑Does Not u ;with the NFRC test procedure or ;taken from the default table. I . ❑Not Observable IE]Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 'installed per manufacturer's ❑Does Not instructions. . I ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ODoes Not AAMA/WDMA/CSA 101/I.S.2/A440'. ; ;or has infiltration rates per NFRC ; ❑Not Observable :400 that do not exceed code 7 ❑Not Applicable limits. S 402,4.5 . J IC-rated recessed lighting fixtures, - ❑Complies [FR16]2 I sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm sIeakage at 75 Pa. ti ❑Not Observable ; ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ; ❑Complies [FR12]1 I insulated >= R-8 where duct is i ❑Does Not >= 3 inches in diameter and >= x R-6 where < 3 inches. Supply and ' ❑Not Observable return ducts in other portions of ❑Not Applicable E ;the building insulated >= R-6 for diameter>=3 inches and R-4.2 (, ;for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter ]EIComplies [FR13]1 ;boxes are sealed with ❑Does Not joints/seams compliant with i . I❑Not Observable :International Mechanical Code or ) I International Residential Code,as ;❑Not Applicable ; applicable. 403.3.5, )Building cavities are not used as {❑Complies [FR15.]3 ducts or plenums. 1❑Does Not ❑Not Observable 1 ❑Not Applicable 403.4 ;HVAC piping conveying fluids R- ; R- ;❑Complies [FR17]2•'.-?above 105 °F or chilled fluids '❑Does Not below 55 °F are insulated to>_R- {3 ; ;❑Not Observable j❑Not Applicable 403.4.1 ;Protection of insulation on HVAC i" ❑Complies [FR24]1 piping. ❑Does Not t»> ❑Not Observable I ❑Not Applicable 403.5,3,• ;Hot water pipes are insulated to R- ; R- '❑Complies [FR18]2 ` ' >R-3. ;❑Does Not ; '❑Not Observable ; ❑Not Applicable 403.6 ' . ;Automatic or gravity dampers are ❑Complies ; [FR19]2• !installed on all outdoor air ❑Does Not 'intakes and exhausts. ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 935 Alteration Report date: 02/22/21 Data filename: Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 935 Alteration Report date: 02/22/21 Data filename: Page 5 of 9 Section I Plans Verified Field Verified'. T. 'Insulation inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 ;All installed insulation is labeled i ❑Complies [IN13]2for the installed R-values } ❑Does Not s= {provided. iE]Not Observable ? ❑Not Applicable 402.1.1, !Floor insulation R-value. R R ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Woadtable for values. ;❑ Wood l❑Does Not [IN1]1 E] Steel E] Steel ;❑Not Observable l ❑Not Applicable 303.2, ;Floor insulation installed per ; ❑Complies 402.2.8 lmanufacturer's instructions and I❑Does Not [IN2]1 in substantial contact with the !! underside of the subfloor, or floor; t❑Not Observable ;framing cavity insulation is in I❑Not Applicable :contact with the top side of ;sheathing,or continuous insulation is installed on the underside of floor framing and ;extends from the bottom to the 1 ;top of all perimeter floor framing ;members. s 402.1.1, !Wall insulation R-value. If this is a R- R- l❑Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least:1/2 of the i❑ Wood ;❑ Wood l❑Does Not ;table for values. 402.2.6 wall insulation on the wall ❑ Mass :❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation ;requirement applies (171110). ❑ Steel E] Steel ;❑Not Applicable UIA 303.2 'Wall insulation is installed per ; JE]Complies [IN4]1 manufacturer's instructions. # ❑Does Not l I _ . ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 1.2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 935 Alteration Report date: 02/22/21 Data filename: Page 6 of 9 Section plans Verified Field Verified Final 9nsmc-&don Provisions Value Value Complies? Comments/Assumptions &Req:l® 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, E] Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable ; 402.2.6 [FI1]1 ;❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 :manufacturer's instructions. r f- ❑Does Not [FI2]1 ;Blown insulation marked every , wo ❑ 300 ftz. Not Observable ❑Not Applicable 402.2.3 ~ ;Vented attics with air permeable ❑Complies [FI22]2 " insulation include baffle adjacent 1 . ❑Does Not ,to soffit and eave vents that a;. ,. ❑Not Observable ;extends over insulation. ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ❑Complies [FI3]1 insulation >_R-value of the ❑Does Not ;adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [F[17]1 ;ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 'Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ; [F127]1 =determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total E ;❑Not Observable ;leakage measured with a pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system including :the manufacturer's air handler ; enclosure if installed at time of test. Postconstruction test:Total ;leakage measured with a ; ;pressure differential of 0.1 inch , w.g. across the entire system ,including the manufacturer's air ;handler enclosure. 403.3.4 ;Duct tightness test result of<=4 cfm/1001 cfm/100 ;❑Complies ; [F[4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ;❑Not Observable E ;tests,verification may need to ❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated b- f•F sw`r, s;='°"fir ❑Complies FI24 1 b manufacturer at<=2%of i. = i '$ s&m * ` [ l Yu�vr".:: ::;ate: ._;a� ❑Does Not ;design airflow. i. .. ,:,v =r,, ❑Not Observable ' ❑Not Applicable g ❑Complies 403.1;1 ;Pro Programmable thermostats i• ;kq: [F19]2" installed for control of primary ,' :,; r ❑Does Not ;heating and cooling systems and i '~ `' r..; " -`` ;4W ?initially set by manufacturer to \fi" M :,M,: ❑Not Observable .•�Y icode specifications. .;.irr :❑NotApplicable 403:1.2. ;Heat pump thermostat installed i a,.ry,x' Y. ygp "' ❑Complies [FI10] ion heat pumps. J. .r t .,," '; °, Does Not - F$" ❑Not Observable ; ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2systems have automatic or b. n4 .-moi--. ,: '•.° '4; ❑Does Not ;accessible manual controls. "�: ._ {;;• •;. .i ..a. ; ❑Not Observable ••,,:'" �. '; ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 935 Alteration Report date: 02/22/21 Data filename: Page 7 of 9 E.,Cvibndans Verified Field Verified ;=an3� la•)Wi�e-tion visions Value Value Complies? Comments/Assumptions q q.lD' 403.6.1 ;All mechanicsl ventilations stem i �'' ❑Complies [F12512 'fans not part of tested and listed ? °; :,, f.rF d; °. ❑Does Not HVAC equipment meet efficacy ` u - '". " " >"#: ' ' ❑Not Observable and air flow limits per Table �. ❑Not Applicable 463.2 Hot water boilers supplying heat ✓ '?: ❑Complies [1`126]2through one-or two-pipe heating ❑Does Not " ..:.. ;systems have outdoor setback q'g. ., ,•,_':. control to lower bailer water ❑Not Observable :b;,; +tem erature based on outdoor i "z`: `^ ' s`❑Not Applicable P :s' « .. �F;., "temperature. 403.5.1.1 Heated water circulation systems 1 a ,.",.. , ..,,, .; .r❑Complies � z r•�, kr,,a •,i3 f�. Y` �.,. [�i28]. have a circulation pump.The ",* ;; ❑Does Not system return pipe is a dedicated Nat Observable return pipe or a cold water supply! u I pP PP Y` h')' ❑Not Applicable ;pipe. Gravity and thermos- ;syphon hermos;syphon circulation systems are .n= not present. Controls for ¢; circulating hot water system z ;pumps start the pump with signal n. .for hot water demand within the occu pancy. Controls ° automatically turn off the pump ;when water is in circulation loop ;'+ " v " ` '? # is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat traces stems ± `.;' : . ' ❑Complies [F!2g]2 comply with IEEE 515.1 or UL ❑Does Not X515. Controls automatically �'' '` �'' �' adjust the energy input to the �. "> °'�• ❑Not Observable r,;. ,, .h ❑Not Applicable ' ,heat tracing to maintain the i }.�,> •;°-P ,,y; �'��>,� PP I desired water temperature in the :piping. 403.5.2 'Demand recirculation water �`Y[ :u ry`° ❑Complies I Fig 2 Ar;I -]Does Not [. .�Ol systems have controls that ,• •• 94'' " .,..° , manage operation of the pump ❑Not Observable and limit the temperature of the l g•, ;«'.;` ,-. -„�< ` ` °EI Applicable vd , k... ---- �a :; aater entering the cold water s � Piping to <= 1049F. I' .': '` . 403.5.4 ;Drain water heat recovery units v �` ❑Complies '' [F31]2tested ❑in accordance with CSA ` . Does Not 855.1. Potable water-side ,: ❑Not Observable ?pressure loss of drain water heat ,; !recovery units < 3 psi for `r .,,❑Not Applicable individual units connected to one or two showers. Potable water- ( .,,��•"' i 'side pressure loss of drain water heat recovery units < 2 psi for f•i,t:' ,., �"k«W, ; ;individual units connected to three or more showers. 404.1 ;90% or more of permanent _ r .°" ; '' ' ''"`' ❑Complies [F16]1 :fixtures have high efficacy lamps.; j�° " '.' ` "`_ ❑Does Not Z, ❑Not Observable ❑Not Applicable __. 404,1.1 ';Fuel gas lighting systems have `• � z; T� ;. ❑Complies j[F123]3 no continuous pilot light. ❑Does Not # ❑Not Observable '" Mw❑Not Applicable ` 401.3 :Compliance certificate posted. wM '' ❑Complies [F!7]2 t s x '" I ❑Does Not ❑Not Observable ' ❑Not Applicable , 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 935 Alteration Report date: 02/22/21 Data filename: Page 8 of 9 i�E iii�lerif1ed Field Verified i ,e Erusl.�r_:sin Provisions Complies? Comments/Assumptions Value Valu ite, ,,lEt I Value- Value 303.3 :Manufacturer manuals for {❑Complies [Fi18]3 ;mechanical and water heating { ❑Does Not systems have been provided. ;.•�❑Not Observable ❑Not Applicable Additional Carrimen:s/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 935 Alteration Report date: 02/22/21 Data filename: Page 9 of 9 fAw, 2018IECC Energy Effidency Certificate ..........W-111, IMr. Above-Grade Wall 17.00 Below-Grade!Nall 14.00 Floor 21.00 Ceiling / reg 33.00 Ductwork juncuraditi©ned spaces): D a e A e oSHGC Window 0.24 0.32 Door 0.24 0.30 Heating System: Cooling System: Water Heater: Name: Date: Comments S.C.T.M. NO. DISTRICT: 1000 SECTION:110 BLOCK:5 LOT(S):48.1 O� 0 MON U.P. �OV LAND N/F OF KAPLIPKOWSKI 26.1' ASPHALT GARAGE , DMYEWAY ! U.V. MON 8 S.7' rr .,kp1 STORY F MON FENCE a.Z'E FRAME 0� R. Vt STEPS s�P U Fa cONRAD"MOPVOtiNS STOOP E STEPS MO 0.9' 6,OEEW U. LAND N/F OF TRICIA HOWE 5 LAND N/F OF MUMM MILLER THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVARONS AND OR DATA OBTAINED FROM OTHERS. AREA: 23,648.24 SQ.FT. or 0.54 ACRES ELEVATION DATUM: -------------_---------- UNAUTHORIZED ALTERATION OR ADDIRON TO THIS SURVEY IS A KOLA TION OF SECRON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE RTLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TUT70N, GUARANTEES ARE NOT TRANSFERABLE, THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECRON OF FENCES, A00177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: ALBERT J. CONTENTO; MAP OF: ANNETTE CONTENTO; FILED: WESTCOR LAND TITLE INSURANCE COMPANY; QUICKEN LOANS, INC.; SITUATED AT:CU TCH OGUE TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Y �^ / Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE DATE:SEPT. 26, 2019 PHONE (831)288-1588 FAX (831) 288-1588 N19-139 SCALE:1 =30 N.Y.S. LISC. NO. 050882 maintaining the records of Robert 1.Hennessy k Kenneth M.lloychuk ............ THE DRAWINGS, SPECIFICATIONS AND OTHER 1 st Floor Addition/Reriovation symbols Nailing schedule General Notes DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS1,PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S -- SERVICE FOR USE SOLELY WITH RESPECT TO THIS I PROJECT AND THE ARCHITECT SHALL BE DEEMED ® FASTENER SCHEDULE FOR STRUCTURAL MEMBERS THE AUTHOR OF THESE DOCUMENTS AND SHALL (REFER TO TABLE R602.3(1) OF THE 2015 IRC W/2017 UNIFORM CODE SUPPLEMENT) RETAIN ALL COMMONLAW, STATUTORY AND OTHER F ELEVATION MAfR<E� --- 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS To THE SITE RESERVED RIGHTS INCLUDING THE COPYRIGHT. DESCRIPTION OF BUILDING ELEMENTS N0. &TYPE SPACING OF PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH CO CHT. THE F r e . •y RI __ OF FASTENER FASTENERS ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER 61 ELEVATION MARKER THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME_ DOCUMENTS SHALL NOT BE USED BY THE OWNER OR '1 = (SHEET AND NUMBER LOCATION) 3mm JOIST TO SILL OR GIRDER, TOE NAIL 3-Sd - 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO 01 A- 6. -.� 2-Sd TOWN OR VILLAGE PRIOR TO STARTING WORK. 1 X 6 SUBFLOOR OR LESS TO EA. JOIST, FACE NAIL 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, THIS PROJECT OR FOR COMPLETION OF THIS SECTION AND DETAIL MARKER - 2 STAPLES 13/4" CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK PROJECT BY OR FOR OTHERS. (SHEET AND NUMBER LOCATION) PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. 935 Southern Cross Rd Cutchogue, New York 2" SUBFLOORTOJOISTORGIRDERBLINDANDFACENAIL 2-16d DETAIL MAR<ER � 4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE THE ARCHITECT IS NOT RESPONSIBLE FOR � (SNEET AND NUMBER LOCATION) SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d 16"O.C• PREVENTION-N.Y. STATE RESIDENTIAL CODE AND BUILDING CODE AND CONSTRUCTION MEANS, METHODS, TECHNIQUES OR - ALL RULES AND REGULATIONS OF THE LOCAL JURISDICTION FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE o I II ILegend Abbreviations TOP OR SOLE F'LATE TO STUD, END NAIL 2-16d 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXITS WHICH WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR ACTS, ERRORS OR OMISSIONS OF THE CONTRACTOR, 113.9 S 2�' I� 5� rJ�"�� _ STUD TO SOLE PLATE, TOE NAIL 3-Sd OR 2-16d SHALL STOP WORK AND NOTIFY THE ARCHITECT- SHOULD HE FAIL TO ITS SUBCONTRACTORS OR THEIR AGENTS OR - SINGLE POLE SWITCH A.C.T. ACOUSTICAL CEILING TILE AFF. ABOVE FINISH FLOOR FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL EMPLOYEES OR ANY OTHER PERSONS PERFORMING 3 DOUBLE STUDS, FACE NAIL 10d ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. ANY OF THE WORK. ° 18, 00It - THREE WAY SWITCH BLK BLocK OCKING _ 24 O.C. ;. 5 32 r -�, ® 4 c GIG cel INC DOUBLE TOP PLATES, FACE NAIL 10d 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 - FOUR WAY SWITCH OR BETTER . E=1,600,000 AND Fb = 825 or GREATER ( - C.T. CERAMIC:TILE i^ size Fb Modulus of Elasticity CONC. CONCRETE SOLE PLATE TO JOIST OR BLOCKING, ATBRACED WALL PANEL 3-Trod DIA. X � - DUPLEX OUTLET CONT. CONTINUOUS 2" x 4" 1350 PSI, E 1,600,000 PSI. 8'-0" DEEP GFl C.J. CONTROL JOINT DOUBLE TOP PL/MES, MINIMUM 24" OFFSET OF END JOINTS, LIP DRYWELL I - GROUND FAULT INTERRUPT l42" AFF) DN. DOWN FACE NAIL IN LAPPED AEA 8-166 2" x 6" 11"f0 PSI, E 1,600,000 PSI. DIA. DIAMETER 2" x 8" 1080 PSI, E 1,600,000 PSI. " : ` E -.' 2" x 10" 990 PSI, E 1,600,000 PSI. ..--- 8 -0 DIA. X ;�.�-'::' � � � DWG. DRAWING BLOCKING B TWE���� JOISTS OR RAFTERS TO TOP PLATE,TOE NAIL 3-8d ;• AP R VED AS NOTED 8'-0" DEEP - INCANDESCENT LIGHT FIXT.(AS PER.OWNER) EL. ELEVATION 2" x 12" 900 PSI, E 1,600,000 PSI. DRYWELL ?3b' EXIST. EXISTING RIM JOIST TO TO= PLATE, TOE NAIL ad DATE: B.P.# P PR WP N FINISH( ) AL HEADERS SHALL BE (2) 2"X6" g 2"X4" WALLS k C3) 2"X6" g 2"x6" WATER PROOF INCANDESCENT LIGHT FIXT.(AS FIN. ED - L D V4 %b>;: `..' TOP PLAT>=S LAPS AT CORNERS AND INrERSECTIONS FACE NAIL 2-lmd FEE: /� g'1 �' _ 7 • r ' '.,.p�`' •,.... �.. �' GA. GAUGE ' WALLS UNLESS NOTED OTHERWISE. PER OWNER) G.C. GENERAL CONTRACTOR 16"O.C. ALONG HE " NOTIFY U LDING :_ �h I TIMA 8. ALL ADERS SHALL BEAR ON 4X4 POST -8 2X4 WALLS OR 4X6 B I o' GALV. GALVANIZED BUILT UP HEADED 2 PIECES WITH 1�2" SPACER Trod EACH EDGE POST 2"x6" WALLS UNLESS NOTED OTHERWISE. w 765-1802 8 A TO � PM FOR THE RECESSED INCANDESCENT LIGHT FIXT.(FLAT GL. GLASS b GTP.BD. GYPSUM BOARD 9. FURNISH AND INSTALL SINGLE STATION SMOKE DETECTING ALARM � FOLLOWING INSPECTI,DNS: CONTINUED HEADER TWO PIECES 16d EXISTING lU STORY GLC•) NM. HOLLOW METAL DEVICE IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE. IF REQUIRED. 1. FOUNDATION - TWO REQUIRED _ N.P. NIGH POINT lm. ALL WINDOWS SHALL BE WHITE DERMA-BHI WITH HIGH �: ':'•; .'.. ,'• .', ,:'`;` :,`' <::, P FRAME STRUCTURE °� CLC.MNTp,115 CFM.MIN.)EXHAUST FAN)A5 CEILING JOISTS 10 TOP PLATE, TOE NAIL 3-Sd ELD G PERFORMANCE FOR POURED CCN^?tTE JT. JOINT GLAZING AS MANUFACTURED BY ANDERSEN WINDOW WALLS OR EQUAL UNLESS NOTED 2. ROUGH - FRAMING & PLUMBING PER OWNER LAV. LAVATORY OTHERWISE. INCLUDE INSECT SCREENS AND JAMB EXTENDERS AS REQUIRED. 3. INSULATION l°Rpp MAX MAXIMUM CONTINUOUS HE TO STUD, TOE NAIL 4-Sd O m ID- X E 11. ALL FLOOR JOISTS SHALL B AT S E LATERALLY SUPPORTED BYBRIDGING CO �p �� MTL. METAL OR I-..•, ,, :.•.. ". ::• „ •:....' 40 V p '�' -� - EXTERIOR INCANDESCENT LIGHT FIXT.IAS PER BLOCKING @ INTERVALS NOT EXCEEDING 4. FINAL - CONS- .0\1 MUST MIN. MINIMUM CEILING JOISTS LAPS OVER PARTIONS, FACE NAIL 3-106 E EED G EIGHT FEET- BE OWNER) M.O. MASONRY OPENING _ 12_ ALL FLASHING SHALL BE ALUMINUM. COMPLETE 4 (�. O ALL T T C N.I.C. NO IN CONTRACT ON T .3 S R T RA U C IG SHALL AL L MEET THE 13. A RAFTERS H - S A ANCHORED C I IN ALL R ER o T JOISTS LL BE R O FRAMED E LING 0 A A FA ED R MED WALLS WITH ,. P R LLEL GE NAIL FAC NAI 3 IDd LL HURRICANE I No. E L � S NU MBER �� - REQUIREMENTS UI O REM ENT F S 0 'H C IFS. THE E P COD E O.C. ON CENTER SO F NEW R O Draw'in sE ERdst of 1' I 14. DO NOT SCAL DRAWINGS. W ITT N I YORK STATE. NOT RESPONSIBLE RAFTER TO PLA1)_ TOE NAI - E R E D MENSIONs suPERCEDE SCALED FOR - OPN'G OPENING � 2 TrodR 8 DIMENSIONS.'4 O D EN ONS. - D o AT ESI PL E GN OR PL CONSTRUCTION RUCT 10 N o E tRR OR S. y I P - - Yubo 2 8d PLYWOOD PLYWD P 1 AC TO BR A.STUD A E E N PLATE, FAG NAI D � L E E L 15. DRAWINGS� 3 G AN SPECIFICATIONS DR D AS INST UM NTS � R E OF SERVICE A AND Q 2 STAP S 1 iRE :`. LE • .\ 4 i A 1 Information Sheet RAD. RADIUS i . .. .. :.. ..... .... . . :. ...:, . '., ,��Cl NG:,�,.50 GAL. Tl, SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT REQ'D REQUIRED Ir 2-Sd - - sTL. STEEL 1 X 6 SHEATH ,.G TO EACH BEARING, FACE NAIL 3, „ FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT To BE COMPLY WITH ALL CODES OF STRAW BAIL W/ 6EPTdE'.T<N X15TING A 2 Floor Plans 2 STAPLES 1 4 USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT , . : :.;. , + .'1;..' ., LG. DED CEILING NEW YORK STATE & TOWN � DDES SILT SCREEN SEE 5U5P c SUSPENDED PR E E EP ' " ' 8' "DIA.X - Elevations & Details T.O.M. TOP OF MASONRY 1" X 8" SHEATHIN i TO EACH BEARING, FACE NAIL 2-8d BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE DETAIL "w;•; -3 3 STAPLES 134° ARCHITECT. AS REQUIRED AND CO"J�ITi,.INS OF ;'.:.�.� PEEP T.OS. TOP OF STEEL �` - � : .` L.,-E4' RING POOL TYP. TYPICAL WIDER THAN I" X 8"SHEATHING TO EACH BEARING,FACE NAIL 3-Sd 16. PATCH AS REQUIRED ALL AREAS WHERE EXISTING HAS BEEN REMOVED ,T1 , UND. UNLE55 NOTED OTNERJISE 4 STAPLES 13/4'' AND/OR NEW WORK ABUTS EXISTING. WHERE EX15TING WALLS ARE REMOVED VAN app ' `;'':' 8'-0"DIA. X VG.T. VINYL COMP051?ION TILE U GO N STUDS OR NEW OPENINGS ARE CALLED FOR IN EXISTING WALLS, PRIOR TO ^! n-� r! : .�^ I W/ WITH BUILT P R UD 10d I N,;, B0AE) 8'-0" DEEP WD. WOO REMOVAL OF EXISTING WALLS, CEILING BEAMS, ROOF RAFTERS, ETC., LAYER FOLLOWS CONTRACTOR SHALL BRACE EXISTING AS REQUIRED UNTIL NEW HEADER AS T ' '^' " ' _I �,_,S DRYWELL (P NOTE: L=SPAN LENGTH, H=SPAN HEIGHT BUILT UP GIRDED S AND BEAMS 2" LUMBER LAYERS 10d 32"o.c.EA. AND aottoM AND STAG. s �, ,� ,;ILIA a THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0."1 TIMES - A A.5 Ic SPECIFIED 15 INSTALLED. s THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE 2" PLANKS 2-16d AT EA. BEARING 1�. ALL EXISTING ELECTRICAL k PLUMBING LINES ARE TO BE ABANDONED k REMOVED I ALL UTILITIES ARE TO BE NEW NO EXCEPTIONS DETAINING DEFLECTION LIMITS HEREIN. ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTER, TOE NAIL 2-Trod I8. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED - N MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS FACE NAIL 3-Trod SHALL BE "TECO CONNECTORS" OR EQUAL AND SHALL BE CAPABLE OF `' 1' HANDLING LOADS m CONNECTION POINTS. INSTALLATIONS SHALL BE IN y 4 ' ';'•'' "° (REFER TO TABLE R301.5 OF THE 2015 IRC W/2017 UNIFORM CODE SUPPLEMENT) RAFTER TIES TO RAFTER FACE 3-Sd //�� STRICT CONFORMANCE WITH MANUFACTURERS SPECIF(GATIONS ANDAN- OCCUPANCY OR G RECOMMENDAT IONS. WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND WALL SHEATHING TOFRAMAG,AND PARTICLE BOARD WALL SHEATHING TO FRAMING USE LIVE LOAD 19. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND USE S UNLAWFUL �I "` ATTICS WITH LIMITED STOTAGE 20 Sf DESCRIPTION OF BUILDING MATERIAL DESC. OF FASTENER SPACING OF FASTENER ALL OPENINGS. p _-- EDGE INT.SUPPORTS 20• PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD WITH EDGES WITHOUT a A"9`' 10 Sf �_ 6D COMMON NAIL(SUBFLOORWALL) SOLID BLOCKED. CERTIFIC , ATTICS WITHOUT STORAGE p 5/.6 1/2 SD COMMON NAILlROOF) 6 12 21_ ALL DRYWALL SHALL BE U.S-G. NATIONAL GYPSUM CO. I%" THICK, w nB TAPED AND SPAGKLE: ) THREE COATS. G OF OCCUPANCY DECKS 40 psf 19/32"-1" 8D COMMON NAIL 6 12 22. ALL DRYWALL SHALL BE PRIMED AND PAINTED (2 FINISH COATS). 1111. IOD COMMON NAIL OR Sp DEF.NAIL 23. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE, AS SELECTED BY 34'-0 1/2" � 3. EXTERIOR BALCONIES 60 psf 1.1/8" - 1-I/4" 6 12 OWNER. - FIRE ESCAP=ES _ 40 psf 24. CARPETING SHALL BE SUPPLIED AND INSTALLED BY THE OWNER. PLU�t~'3ER CERTIFICATION Mw�i _ OTHER WALL SHEATHING25. OWNER SHALL SELECT ALL COLORS. 1 AV 'E GUARDRAILS AND HANDRAILS 200 Ibs 01N LE/"D CONTENT BEFORE i12" REGULAR CELLU_05TIC FIBERBOARD SHEATHING I/z GALV.ROOFING NAIL 6D COMHI 0 L YEW-1 Fllt 3 6 26. ALL ELECTRICAL WORK SHALL BE BOARD CERTIFICATE OF OCCUPAN"y NAIL 5TAPLE 16GA 1/z LONG GUARDRAILS IN-FILL COMPONENTS 50 Ibs -- OF FIRE UNDERWRITER APPROVED. INSTALL AS PER OWNER'S DIRECTION 11/2" REGULAR CELLU_05TIC FIBERBOARD SHEATHING II/T"GALV.ROOFING NAIL 8D COM ANY AND ALL INTERCOM, TELEPHONE, AND/OR TV ANTENNA WIRING IN SOLDER USED IN WA TE NAIL STAPLE I6GA I/z LONG 3 6 WALLS PRIOR TO INSTALLATION OF WALLBOARD- ALL TEMPERATURE % SUPPLY SYSTEM CA.'VN' ,% PASSENGER VEHICLE GARAGES 50 psf 1 „ 25/32" REGULAR CEI-LUL06TIC FIBERBOARD SHEATHING Iiz GALV.ROOFING NAIL 8D COM 3 6 CONTROL WIRING SHALL RUN CONCEALED IN WALLS, FLOORS, AND/OR ' APPROVED FILTER F WOOD OR METAL FENCE ROOMS OTHER THAN SLEEPING ROOMS 40 psf NAIL STAPLE I6GA I/z LONG EXCEED 2/10 OF i°c CEILINGS. VERIFY OUTLET, SWITCH AND LIGHTING LOCATIONS WITH F MEETING NYS POSTS 1/2" GYPSUM SHEATHING Ilii"GALV.ROOFING NAIL 6p COM 4 8 OWNER PRIOR TO INSTALLATION- SPECIFICATIONS(3'-0" WIDE) SPACED 8'-0"O.C. SLEEPING ROOMS 30 5f NAIL STAPLE GALV.111/2" 11/4'SCREWS TYPE W OR S p -- 27. ALL ITEMS REMOVED IN THE CONSTRUCTION SHALL REMAIN THE OWNERS PROPERTY 1 2 (METAL FENCE POSTS OR APPROVED EQUAL STAIRS 40 PSI` 5/8" GYPSUM SNEA"1 IINCz NAIL STAPLE�GAILYN BIL BD5CREW5 TYPE W OR 5 OM 4 8 WITH THE EXCEPTION OF LEGALLY DISPOSED OF_THE DEBRIS WHICH SHALL BE CARTED OFF THE SITE AND ' 3 AREA OF TO BE INSTALLED M ;; PLUIY.IBING . A-1 SCALE: 1" - 20'-0" Z y DISTURBANCE ASPHALT PAVEMENT) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 28. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE ALL PLUME1�lG WASTE: OF 2 TONS PER SQ. FT. AND SHALL HAVE MINIMUM COVER OF 31-roll OR AS NOTED. �> &WATER LINES VWSTAKES z (REFER TO TABLE R301.7 OF THE 2015 IRC W/2017 UNIFORM CODE SUPPLEMENT) 3/4" AND LESS 6D DEFORMED NAIL OR SD COMMON NAIL 6 NEED 29. ALL CONCRETE SHALL BE 3,500 PSI CONCRETE AT 28 DAYS_ CONCRETE TO ( �t ,. or5R�SARlTYP.) 12 ...... .... 'J7WG$EFOREGO�wR1NG -HAVE 5 TO Deo AIR-ENTRAINMENT, PER 84022 r FLOW �I STRUCTURAL MEMBER ALLOWABLE I/8" _ 1" 8p DEFORMED NAIL OR SD COMMON NAIL 6 30. CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT TO MINIMIZE DAMAGE TO EXISTING N DEFLECTION , 12 AREAS (INCLUDING LAWN AND SHRUBS) AREAS DAMAGED DUE TO NEW CONSTRUCTION , 5TORI l WATER IDRAINAeE IDE6f�N GRITPR >4 -- RAFTERS HAVING SLOPES GREATER THAN11/811 _ I SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. GRADING AROUND NEW 1�4 8D DEFORMED NAIL OR IDD COMMON NAIL 6 �j - 3 ON 12 WITH NO FINISHED GEILING L/18ta 12 GONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. ` .... .... 1. RUNOFF coEFFICIE:NTs: ;y ATTACHED TO RAFTERS 31. ARCHITECT HAS BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR OBSERVATIONS ELECTRICAL PAVEMENT: 1.00 DIG 6"WIDE AND "DEEP EIRE SAFETY NOTES OF THE CONSTRUCTION. INSPECTION REOWRED TRENCH BURRY B TTOM I'-0"OF z - RooF: 1.00 - INTERIOR WALLS AND PARTITIONS H/130 PROVIDE FIRESTOPPINGAT 6-0" AND AT CIELING J015TS GREATER THAN 20'-0" 32. EXISTING CONDITIONS INDICATED WERE FROM FIELD MEASUREMENTS . ........_...._....._.___._............ . .. .. FILTER FABRIC,TAMP IN PLACE 6 EXISTING UNDISTURBED LANDSCAPE: 0.15 GROUND PROVIDE SMOKE DETECTORS IN EVERY BEDROOM AND AT EACH HALLWAY 33. BAULASTERS TO BE INSTALLED SO THAT A SPHERE 4" or MORE IN DIA. CAN BE FLOORS AND PLASTERED CEILINGS L/360 PROVIDE FIRE RATED DOOR AT GARAGE,POOL STORAGE AND MECHANICAL ROOM PASSED THRU THEM. AS PER R316_2 2. PROVIDE STORAGE FOR 2" RAINFALL = x .16" PER CUBIC FOOT 3. 8'-0" DIA. DRYWELL CAPACITY: 4225 CUBIC FEET PER VERTICAL FOOT ALL OTHER STRUCTURAL MEMBERS L/240 REVISION / MARK DATE APPROVEpFILTERFxABR Design and Code Information MEETING NYS WOOD OR METAL FENCE ; PROJECT STORM WATER DRAINAGE CALCULATIONS SPECIFICATICN5(3'-m"WIDE POSTS EXTERIOR WALLS WITH PLASTER OR H/3�Oia SPACED V-0"O.C.(METAL sTUcco FINISH 935 Southern Cross Rd 1. REQUIRED STORAGE FOR ROOF AREA = !,182 SFX 1D0 X.16 = 189.12 CU.FT. FENCE P05T8 OR APPROVED • I. BUILDING STRUCTURE HAS BEEN DESIGNED TO THE FOLLOWING BUILDING Mower CT�f3 " EQUAL To BE INSTALLED IN a 2. REQUIRED STORAGE FOR PAVING AREA = 5,242 SF x 1.00 x .16 = 838 CU.FT. 8 -0 O.C. ASPHALT PAVEMENT) EXTERIOR WALLS - WIND LOADS WITH CODES: 2015 INTERNATIONAL RESIDENTIAL CODE,2nd PRINTING Cutchogue, NY 838CU FT + 189CU FT = 1021 CUBIC FEET /4225 = 24.3 VERTICAL FEET REQUIRED (TYP.) BRITTLE FINISHES L/240 2011 UNIFORM CODE SUPPLEMENT nd duCLi"ro1.k 8'DEPTH + 8'pEPTH +8'pEPTH = 24' PROVIDED a 2.ALL CONSTRUCTION SHALL CONFORM TO THE APPLIGABLE LOCAL BUILDING GODE, testing;required. EXTERIOR WALLS - WIND LOADS WITH L/120 3.VERIFY EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY ARCHITECT `3 FLEXIBLE FINISHES OF ANY CONDITIONS WHICH DO NOT COMPLY WITH PLANS AND 6PEGIFIGATION5. DRAWING TITLE: ft 5TRUCTURAL DRAWINGS MUST BE COORDINATED WITH ARCHITECTURAL DRAWINGS Cover Sheet Plumbing Riser Diag. 6Y THE CONTRACTOR � Pt�ust p�Qvide i�tanual.►4.CONTRACT DOCUMENTS SHALL NOT 5E REPRODUCED FOR USE AS SHOP DRAWINGS. a o a o° a o° a o° 5.THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE EREGTED ��J and S � p�-r AND STEEL MEMBERS ARE ERECTED,CONNECTIONS ARE COMPLETELY BOLTED NYS Energy Code 2 I L� FENCE �e AND/OR WELDED AND INSPECTED,THE PLYWOOD DECK ATTAGHED TO THE WOOD 'S A-1 SCALE: NO SCALE FRAMING,AND THE CONCRETE FLOORS PLACED AND ATTAINS 15% OF 28-DAY SEA FILE NO. STRENGTH. UNTIL SUCH TIME,TEMPORARY BRAGING IS REQUIRED. THE ® ��® DESIGN ADEQUACY OF TEMPORARY BRACING AND SHORING IS THE BOLEc`NA ��S r PAGE NO: NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, RESPONSIBILITY OF THE CONTRACTOR. �' 1 OF 3 F. F. 4" VTR 4" VTR PRE-ENGINEERED WOOD CONSTRUCTION ANND/OR TIMBER % 6 CONSTRUCTION IN RESIDENTIAL STRUCTURES 6" dta. 6.FOR LOCATION OF M15CELLANEOUS ITEMS (OPENINGS,BENT PLATES, INSERTS, Materials Legend (IN ACCORDANCE WITH TITLE 19 NYCRR PART 1265) 00 ETC.) AFFECTING STRUCTURAL WORK,SEE ARCHITECTURAL,MECHANICAL, DWG NO. Bath 3 Bath 2 PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY) PLUMBING AND ELECTRICAL DRAWINGS. 3 ❑ NEW RESIDENCE STRUCTURE , 5T �� 023�1A 9 ...,.1::. •I I„ ; /!,; 2" 2° LOCAL REQUIREMENTS: EARTH ''� POURED CONCRETE � 3 ❑ ADDITION TO EXISTING RESIDENTIAL STRUCTURE STRUCTURAL DESIGN LOADS E GLASS //1 ALUMINUM Refl IVe 2015 INTERNATIONAL RESIDENTIAL CODE, 2nd PRINTING ® �lv ASPHALT SHIN(xLES /S! REHABILITATION TO EXISTING RESIDENTIAL STRUCTURE Wifte 2011 UNIFORM CODE SUPPLEMENT �� 2" 211 1 211 21 S J J 1 BE CONSTRUCTED �amioriiHar r irArio v� 2" 0 OR PERFORMED AT THE SUBJECT ROOF LOADS: ARCHITE � PROPERTY REFERENCE ABOVE WILL UTILIZE +<',>nr, `:' ' GRAVEL i STEEL ICK _ FINISHED WOOD L V. L V. KIT HEN CHECK EACH APPLICABLE Reflective ROOF DEAD LOAD: 15 FSP ,� BR ( A PLICA LE LINE) STUCCO FINISH �.f ,w: ry,A, � --_ - W W Martin A Passa me Red Pantone GROUND SNOW LOAD: 45 PSF SLOPE 5H R v ; v PRE ENGINEERO WOOD OONSTRUCTION PWS, 0 mph Architect BATT CONCRETE ( ) �e WIND LOADS 12 RIGID INSUALATICN ``•j\ \:� INSULATION B ROUGH WOOD 3 SECOND GUST WIND SPEED: 110 MPH LOCK ❑ TIMBER CONSTRUCTION(TC) - } First Floor _ N.T.S. �" Stroke LIC. N J,CT,PA,VA,MD,DE,KT,WV,IL,NV,IN �, IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE) - EXPOSURE: B .; TABLE R301.2 (1) 2Y N j " i-; ' 4" :2 - 411 ❑ FLOOR FRAMING I CLUDING GIRDERS AND BEAM O SEISMIC LOADS: C CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ~._..1...__`;ico. -.--:c.o. N s F .5 ITE = C Fa= 1-48 F 2.0 4ir ❑ ROOF FRAMING(R) Floor Framing,Including _ _.._. __._._...__...__.._.._.._....._._ ..._......__...... .._._._......_� 4" � F Girders and Beams R 6 - ?0 PROPOSED APPROVED SAN.SYS. -- -------- ---------- ® FLOOR FRAMING AND ROOF FRAMING(FR) msBe ml 0 Architecture SUBJECT TO DAMAGE FROM - GROUND WIND DESIGN SEISMIC Ice Barrier _ h Winter Flood Air Note p 5 .40 S 20 SNOW SPECIAL WIND DESIGN Underla ment R Roof Framin s g I - 9 ? • Planning LOAD SPEED TOPOGRAPHIC WIND-BORNE CATEGORY Frost Line Design Y Hazards Freezing One(1)Truss-Sign to be Located Either at the Electrical Meter or g BEARING WALL WITH WOOD SHEAR WALLS WIND EXPOSURE Weathering Required Next to the Front Door,No More than 12"From the Latch Side. k • Interior Design m h EFFECTS DEBRISZONE Depth Termite Temp Index F� Floor and Roof Framing EQUIVALENT LATERAL FORGE PROCEDURE g (mph) REGION OATEGORY Truss-Sign to be Located Not Less Than 42"Nor More Than 60" Above the Adjoining Walking Surface. 8.THESE PLANS COMPLY WITH THE RESIDENTIAL CODE OF NEW YORK STATE (2010 EDITION) 178 Bayview Ave., Northport, New York 11768 30 PSF 140 Vult NO NO B NO EXEMPT 'SEVERE 3 FEET MODERATE 15,TABLE D101 VALLEYS a FEMA 1500 Phone: (631) 747-1114 Fax (631)532-1315 IOB Vasd TO HEAVY (NY, KENNEDY) PERIMETERS IF REQ. E-Mail. ma yp parchitects.com --- - -- rt @jm .. ._._ ... ..._.. ... . . ....... . .. .... .......... ........._.. • SECTION 8310 THE DRAWINGS, SPECIFICATIONS AND OTHER (2015 International Residential Code 2nd Ed.) (REFER TO TABLE 8602.3(1)OF THE 2015 DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S 23'-7EMERGENCY ESCAPE AND RESCUE OPENINGS NAILING SCHEDULE A International Residential Code 2nd Ed.) SERVICE FOR USE SOLELY WITH RESPECT TO THIS 46 _�I - PROJECT AND THE ARCHITECT SHALL BE DEEMED 8310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. NUMBER OF THE AUTHOR OF THESE DOCUMENTS AND SHALL JOIST DESCRIPTION ; BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM COMMON NAILS NAIL SPACING RETAIN ALL COMMONLAW, STATUTORY AND OTHER PROVIDE SMOKE $ CARBON MONOXIDE SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY d ESCAPE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE TW210210 DETECTORS A5 PER NEW YORiG STATE SLEEPING ROOM, AN EMERGENCY ESCAPE AND RESCUE OPENING ROOF & CEILING FRAMING 1 ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER s CODE S I'1 SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY % DOCUMENTS SHALL NOT BE USED BY THE OWNER OR RAFTER TO TOP PLATE (TOE-NAILED) 3-10d Common PER RAFTER 2"X12'H�APER OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO ESCAPE AND, RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A g-3 -0 PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TOA CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-Sd Common PER JOIST THIS PROJECT OR FOR COMPLETION OF THIS ' - 6'-6" 6'-0" 5'-� 1/2" 10'-3 I/2" 6'-2" 9'-9" 2'-4" O PUBLIC WAY. PROJECT BY OR FOR OTHERS. CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 6-Ilod Common EACH LAP 8310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL X 50CFM DEVICES. ' NEW lo'-O" SLIDER TW2 32 EXHAUST FAN TW21 210 TW21 310 TW21 310 EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 3-8d Common EACH LAP THE ARCHITECT IS NOT RESPONSIBLE FOR OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE DOLLAR TIE TO RAFTER (FACE-NAILED) 3-10d Common EACH END CONSTRUCTION MEANS, METHODS, TECHNIQUES OR '- 2"X12"HEADER 2" R 2" 2" DR 2"X12"HEADER 2"X12"HEADE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WiNDOW OPENING FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE BLOCKING TO RAFTER (TOE-NAILED) 3-Sd Common WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR o CONTROL DEVICES COMPLYING WITH ASTM F 2090 SHALL BE EACH END a t r MARBLE - PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED ACTS, ERRORS OR OMISSIONS OF THE CONTRA CTOR, % O CER ILE m RIM BOARD TO RAFTER (END-NAILED) 2-16d Common PER RAFTER ' 24X6s FINAL CABINET SADDLE EMERGENCY ESCAPE AND RESCUE OPENING. ITS SUBCONTRACTORS OR THEIR AGENTS OR .;. 1 1/2" 3' F = 5'-8" 13'-9" '� y` EMPLOYEES OR ANY OTHER PERSONS PERFORMING R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. WALL FRAMING g..,, ' ANY OF THE WORK. CABINET SUPPLIER o +- EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d Common 16" o.c. 0 24X6s 1�fc�� �r ���® MINIMUM DIMENSIONS A5 SPECIFIED IN THIS SECTION. ° ALL FLOOR FINISHES AS TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-166 Common JOISTS-EACH SIDE ®r� " L ° R310.2.1 MINIMUM OPENING AREA. 3S NIGH TEMPERED 8 ° ° GLASS RAIL tY �'®� �� PER OWNER EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL A NET STUD TO STUD (FACE-NAILED) 2-16d Common 24 o.c. Q z C $ CLEAR OPENING OF NOT LESS THAN 5.1 SQUARE FEET. THE NET ; �� RE-ROUTE PLUMBING = - CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL HEADER TO HEADER (FACE-NAILED) 16d Common 16" o.c.ALONG EDGES I O BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY AS SHOWN TO NEW PROVIDE Na" TYPE 'X' Gl'P. . Z ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET TOP OR BOTTOM PLATE TO STUD LEND-NAILED) 2-16d Common PER STUD BOARD ON ALL WALLS C] ''II'' L FIXTURE LOC. CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24" INCHES `n CCI �W�I;� In �I, m e BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST X 6 AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. 2-16d Common PER FOOT ADJACENT TO HABITABLEj� ��� ®®111 OR BLOCKING (FACE-NAILED) , SPACE FIRE CAULK ALL EXGEPT(ON: GRADE FLOOR OR BELOW GRADE OPENINGS OPENINGS PROVIDE AIR A'_L FLOOR FINISHES AS t`-�i `" FLOOR FRAMING SHALL HAVE A NET CLEAR OPENINGS OF NOT LESS THAN 5 TIGHT CONSTRUCTION Cl PER OWNER W L- - - - SQUARE FEET. JOIST TO SILL, TOP PLATE OR GIRDER(TOE-NAILED) 4-Sd Common PER JOIST O - O _ 8310.22 WINDOW SILL HEIGHT BRIDGING TO JOIST (TOE-NAILED) 2-Sd Common EACH END U WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND 1_ RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE BRIDGING TO JOIST (TOE-NAILED) 2-8d Common EACH END MARBLE THAN 44 INCHES ABOVE THE FLOOR, WHERE THE SILL HEIGHT IS M a e BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-trod Common EACH BLOCK o SADDLE 2 X 6 ACCORDANCE WITH SECTION 8310.2.3- 0 >'f - - r LEDGER STRIP TO BEAM (FACE-NAILED) 3-166 Common EACH JOIST Braced Wall Panel Legend: JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d Common PER JOIST 0 0X 68 m� 2aX 68 - _0 �X 9 YX 5'-0" _ BAND JOIST TO JOIST (END-NAILED) 3-16d Common PER JOIST Indicates Spacing Between X S Braced Wall Lines BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) - 2-16d Common PER FOOT 20X68 ��r®®� = Indicates Braced Wall Lines ROOF SHEATHING 24X6a - ALL FLOOR FINISHES AS STRUCTURAL PANELS (SEE SHEARWALL ISOMETRIC DETAIL) - Indicates Braced Wall Panel j 2"XI2"HEADE 2"X12"HEADER 2"X12"HEADER 4 s PER OWNER O INTERIOR ZONE ad Common 12" o.c. Xro - f� ad Common 6" o.c. TW21 310 TW21 310 TW21 310 MARBLE � B.W.P. = Braced Wall Panel PERIMETER ZONE RM. TIL01 6'-0 1/2" 10'-3" 9'-�" 4'-0" SADDLE GABLE WALL EDGE ZONE ad Common 4" O.C. / 16'-2 1/2" S'-0" ' 14'-9" Fastening Requirements on - Braced Wall Panels as per CEILING SHEATHING O a� N GYPSUM WALLBOARD 50 COOLERS 1" EDGE / Im" FIELD <' LEGEND 00 � e Table 8602.10.4 of the 2015 I.R.C. 2"X12"HEADER 2"XI2"HEADER �, _ Method Cs-WSP: WALL SHEATHING h TW304 TW3046 TW3 4� As per Table 86023(3)Exterior Sheathing Attached with 8d STRUCTURAL PANELS ad Common 6" EDGE / 12" FIELD s NEW CONSTRUCTION o, TW21 210 Common Nails ((0.131 Shank x 2.5 Long)at 6 o.c.at the Edge and Covered P®r�,� 12"o.c. in the Field. GARAGE DOOR PORTAL OPENINGS ad Common 3"oc into all Framing 11 Interior Gypsum Board Attached as per Table R6023(l)with 1-1/2" 5'-� 1/2 11-511 31-011 4 -10 II -8 1/2 7 -8 1/2 yp t Galvanized Roofing Nails or 1-5/8" Screws Type W or S at 7 o.c.at GYPSUM WALL BOARD 5D Coolers -I" EDGE / 1" FIELD 0 AS SELECTED BY OWNER the Edge and in the Field.(See Figures R602.10.8(1)and EXIST. CONSTRUCTION '� R602.10.SC2)on Sheet A-3) FLOOR SHEATHING (SUBFLOOR) Method Cxl3: STRUCTURAL PANELS EXIST. CONSTRUCTION to be REMOVED X 14- - - (2)125" X 14" MICRO LAM GIRDER Not used s,� 1" OR LESS ad Common 6" EDGE / 12" FIELD -- �1 6 EDGE / 6 FIELD _ ... ..._... _....._._._ --_-- - GREATER THAN I" 106 Common ,, w-.... First Floor Level Braced Wall Panel Calculation -0 -0 15'-91/2" -0 -0 20'-91/2" Q" ---t- Schedule as per 2015 IRC, Section 602.10 Braced Wall Line c°de MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS 1 fir® �� est First Floor _ sectl°n A B 2 (REFER TO TABLE R301.5 OF THE 2015 International Residential Code 2nd Ed.) Bracfn Method table CS-WSP GS-WSP GS-WSP CS-WSP g 6table4 USE LIVE LOAD DEAD LOAD A-2 SCAL'�� 1/4'=1'-0' table „ „ „ h Min. Panel Length 602.105 24 24 24 24 UNINHABITABLE ATTICS WITHOUT STORAGE 10 Psi` 10 sf Braced Wall Line Spacing Pia Il' 11' 18' 18' , UNINHABITABLE ATTICS WITH STOTAGE 20 sF 10 sf -- Required Bracing Length 602:03(1) 5' 5' S' S' p p table ' Wind Adjustment Factors HABITABLE ATTICS E ATTICS W/ FIXED STAIRS 30 psf 10 psf � 6ra2.103C2) ,? 3 Lj _ _ _ _ _ I.Exposure category 'B' 1.00 1.(1)0 1.00 L00 BALCONIES (EXTERIOR) AND DECKS 40 psf 10 psf �p _ - - _ - 2.Roof Eave to Ridge Hgt. Lmm 1.00 1.00 L00 FIRE ESCAPES 40 psf 10 psf 3.= t�K z .90 .90 .90 .90 I LWU i - - - - - - '7 r_ 4.Numlbereo SWL per Direction 1.00 1.00 1.00 1.00 ...-....... GUARDS AND HANDRAILS 200 lbs 6' < GUARDS IN-FILL COMPONENTS 50 lbs w Q 5.Additional Holddowns n/a n/a n/a n/a % m - - - - 15'-11 1/2" - 6.Gypsum omitted n/a n/a n/a n/a PASSENGER VEHICLE GARAGES 50 psf as per plan xti _ _ _ _ _ _ _ - - _ N � _ 1.G sum Bd.Fastening n/a n/a n/a n/a I e yp 9 ROOMS OTHER THAN SLEEPING ROOMS 40 sf lm sf - - - 4 in m Average Adjustment Factor 915 .915 .975 .975 SLEEPING ROOMS 30 psf 10 psF fk X STAIRS 40 psF 10 psF Z � _ = Adjusted Braced Wall Length P [ REVISION / MARK DATE ROOF LOADING (LIVE = GROUND SNOW LOAD 10 psf For - - - Braced Length Provided 5' S 5' 5 attic '"" ui X 26X 68 6' ALL FLOOR FINISHES AS ADJUSTMENTS AS PER TABLE 8301.5 OF THE 30 psF I5 sf for PROJECT g = - - Compliance (Pass/ Fail) Pass Pass Pass Pass p �� "mom _ 2 XS SLEEPERS 16 O.C_ O N PER;OWNER -4 p RESIDENTIAL CODE OF NEW YORK STAE) N cath W/R-21 BATT INSUL. M 935 Southern Cross Rd z m� rlrr X r CONCRETE NOTES : Cutchogue, NY `n a �. X `� l� - - - - - Assumed soil to be sand or gravel, with minimum traces of dry clay, with minimum bearing capacity ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS of ton/sc�.ft. REFER TO TABLE R301.7 OF THE 2015 International Residential Code 2nd Ed. DRAWING TITLE: 1. NEUJ UJ14 x 44 STEEL 5E,4M � � c ) � _ Concrete to be plain, reinforced, minimum 3,500 ALLOI„ABLE Floor Plans a _ p s.1., 28 day test, predicated on the above soil STRUCTURAL MEMBER DEFLECTION 2 X z assumption. If other soils are encountered, lower RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH FINISHED bearing values are to be assumed and the CEILING NOT ATTACHED TO RAFTERS L/180 O foundation must be redeslgned. INTERIOR WALLS AND PARTITIONS H/180 All footings are to rest on vlrgln, undisturbed soil. x TABLE 8401.41 FLOORS L/360 SEA FILE NO. HiQ I - - _ - - X (2015 International Residential Code,2nd Printing) CEILINGS WITH BRITTLE FINISHES (INCLUDING PLASTER AND L/360 m o ��r®®> PRESUMPTIVE LOAD-BEARING VALUES OF STUCCO) b s FOUNDATION MATERIALS a r0 6� PAGE NO: `-" r 2X6 ALL FLOOR FINISHES AS CEILINGS WITH FLEXIBLE FINISHES (INCLUDING GYPSUM BOARD) X � - - - - `� - � PER OWNER � L/240 � 2 OF 3 , C, �., LOAD-BEARING PRESSURE ALL OTHER STRUCTURAL MEMBERS L/240 N m� GLASS OF MATERIAL (Pounds per square foot) a DWG N0. Crystalline Bedock 12,000 EXTERIORlWALLS - WiND LOADS with PLASTER OR STUCCO H/360 ��s �' U3 �� X3194 �® / N 97 I Sedimentary and Foliated Rock EXTERIOR WALLS - WIND LOADS with OTHER BRITTLE FINISH S H/240 %L U3 X � y R 4,000 E 0 Sandy Gravel and/ or Gravel EXTERIOR WALLS - WIND LOADS with FLEXIBLE: FINISHES l�/24md (GW and GP) 3,000 e ARCHITEC LINTELS SUPPORTING MASONRY VENEER WALLS L/600 ; Martin A Passante Sand, Silty Sand, Clayey Sand, NOTE: L=SPAN LENGTH, H=SPAN HEIGHT A. Silty Gravel and Clayey Gravel 2,000 ' r® �/ X1s'� Fdn■/ asment Plan. (5W, SP, SM, SC,GM and GC) a. For the purpose of thedeterminingthomp deflection cladding limits herein, the wind load shall be permitted r i tett 2 to be taken as 0.1 times the component and cladding (ASD) loads obtained from Table i f�i A-2 SCALE: 1/4'=1'-0° Clay, Sandy clay, Silty Clay, R301.zz (2z Lic. NY,NJ,CT,PA,VA,MD,DE,KT,WV,IL,NV,IN i b- b. For cantilever members, L shall be taken as twice the length of the cantilever. 8" 42'-1 1/2 8 Clayey Silt, Silt and Sandy Silt 1,500 (CI,ML,MH and CH) c. For aluminum structural members or panels used in roofs or walls of sunroom additions or patio covers,not supporting edge of glass or sandwich plates, the total deflection shall not exceed L/60. For continuous aluminum structural members supporting edge of lass,the total 8" X 42" DEEP TRENCH a. When soil tests are re uired b section 8401,4, the allowable pp g g g q y deflection shall not exceed L/115 for each glass lite or L/60 for the entire length of the � • Architecture FOOTING AT PATiO EDGE bearing capacities of the soil shall be part of the member, whichever is more stringent. For sandwich panels used in roofs or walls of sunroom coma{ ,tigR g p additions or atio covers, the total load deflection shall not exceed L/120. - • Planning b. ere he ui in official determines that in-place soils with p an allowable bearing capacity of less than 1,500 psf are likely d. Deflection For exterior walls with interior gypsum bd. finish shall be limited to an allowable • Interior Design to be present at the site, the allowable bearing capacity shall deflection of H/180. 178 Bayview Ave., Northport, New York 11768 be determined by a soils investigation. Is. Refer to section R103.8.2. Phone: (631) 747-1114 Fax (631)532-1315 E-Mail: martyp@jmparchitects.com .. .. ... . . ....._......- ............._......... . ... ......... ........."........ I........ . . .. . . ... ................ .... _. .. .1 I . - . . . _1111 _1111... A ROOF CONSTRUCTION THE DRAWINGS, SPECIFICATIONS AND OTHER 3450 ASPHALT/FIBERGLASS ROOFING RIDGE VENT DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS 11 1 PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SHINGLES ON ICE SHIELD (ENTIRE ROOF) SPLICING OF THE PLATE � SERVICE FOR USE SOLELY WITH RESPECT TO THIS ON Sia" EXTERIOR GRADE PLYWOOD 1"X AZAK AS PER = PROJECT AND THE ARCHITECT SHALL BE DEEMED SHEATHING ON 2" X 10" RAFTERS 16" O.C. W/ DIMENSIONS TOP PLATE 9" R-30 BATT INSULATION SPLICE LENGTH THE AUTHOR OF THESE DOCUMENTS AND SHALL ............ .......... ' RETAIN ALL COMMONLAW, STATUTORY AND OTHER TOP PLATE SPLICE TOP PLATE SPLICE _I. _ _ _..-_.._ _ .. _ _ _. Al RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE _..._ -::,__- - _.. . 1111. __� _ _- _ _ _ _. .........._._.....__... __11__11 _1.111.._. _.._._..__..__.._ _. _1 __ .. _.___. _. _ _.:. _.. .. _ ARCHITECT'S _11.11_ SPECIE( ATI QUI NTS FO WISPECIFICATIONS ANDOTHER EXP05 STORY E POS - LL R 1111-_. . _ -.. ___-_M.___._...__�..___.......___._._...._.._ ..._.___._._....._.___._.-______.._......_._ __11___ --__ 1_1.1.1_._.____. .___-1.1--__ . ._ __. _.._. __ ___._. .- .. D REQUIERMENTS FOR WIND DOCUMENTS SHALL NOT BE USED BY THE OWNER 0 ._ . .. _w......_ _1111 _ .... 0 84C ONE 5T0 X URES B4G ONE A ____ _1111. TO OTN CAS S J ER E ECTS FOR ADDITIONS TIONS _. _ THIS PROJECT C OR FOR MP _.. _ 111_1 __._. ._.__._.._ _.. .. _.______._.... _._*� , _ --.-. .._._._... . :::: . .._. _.___ - 111__1 _ 1111. . .._ - .................. COMPLETION OF THIS _ _ : :1111, _... - :1.111 - _..._ _ ° PROJECT BY OR FOR OTHERS. BUILDING G I UM S _1..1.11._. _.........-._._ _......._......._:. ____7-1 _11,1,1 _. _.. - �..,--,11.1_1... --� _ __... ._.__... . ..._._.__. .._._ ._ _ _..._. _ _ _,.....__...__,._.._11__11 _1111_. 1111_.._. - - B D G MUM SPLICE --11- _. -- _.._... .._.._._ ___ .._ _ __._ _ ... __ --= - -_- -- - - 'i __1111 _ _.__.___ - : . ___ _ ,. w._ 111__1._. _ 1111 ._ . �} ----_ .---'- ------- -.-.. ________----..-- ---- -=_. .-- -' -'-- - ---- -- - - ---- - _. - __-11 1 . .. ..........1.....1 11. 1111._. .............. ...... ... ............. ......... . ... .... .. .. ...... ..... . .. I II 1 11 I O I1 ./ NGT (r I I I 6 _ 1111 . _. . _ -.:.._1111 - _...... ... 1111__ .._._._...._......_.....__.................... _.._........__.._........._.._.. ........ ._.._..__....._:,_...._,.. _.__.:...__::_,.._,,.. - - - , _ ---- -- ._..._... .,_.._ _,A. 1.1 11 . 12 0 3 0 r..... r..,,. ... 1111. �_n..._.:....::..»,.,:.._,.n.... 2 0 2 0 ... ........-__1111.._ _._..... .. .._1.111 ......_... . ..............1.111 :,:7:....-::. ___. _ i HE ARCHITECT IS NOT RESPONSIBLE _... ..1111__._._. __ .._......._._...,:. .. ......... _ . _ _.._. _ __... __ . .. _ -- _ -- _ _ ___ _ -, ,: ,,,,,. .: 1 ,... .. 111,,1,..,,.,-..,,,.- ,:,,,.,,. ,, - - _ - - -- .. _1 .....I... ...._... .-1111 -._.-11 --.. .. ._ 1111. -. _-... - 16I-01I I I I I I G ..-_-._._-_.._._ -_ ___- ____.._" ___.,__.. .-.-.-. -.-_..-_--.-_ __ --__ '_'.._�_ .-.. - -.--- .-. __- ..._-_ .. . - -- - - 1111 .. 1111. ..... _ 1111.. ..... .. 11111111 .._ - - _ CONSTRUCTION MEANS , METHODS, TECHNIOUES OR .:...,.. . . __._. ...__... _. _ -....... ... E . .. . .. ...... , .._. . . _ ,.,,,_,,, _.._... . ..... _ - - _ __ :... ,,,,, .. ",„ ,,,,,-., _ _, _ . .. .. -. - -- � - � - - - ,-- - -- -, I II 41 �II 161 �II 31 �II FOR SAFETY PRECAUTIONS IN :- _ - - - - _ _ _ _......_. 1,_,,.,.....,1111. OR ...., .. _. _., _--,.,, On ,......-.1 ,,,_,....., „ .,... .... _1111 .11 .1 1.. CONNECTION N - .... _ .. ___...... . . .. _ _. ._ 1111.. _ . . 20 0 WORK THE HIT 20 0 ARCHITECT IS T E 4 0 O RESPONSIBLE F -- - - .. -- ...._. .. ._._._...._.. � � ::--'- - - - .- _ __.. _ 111 - ._ _ " II I 11 1 11 CONTRACTOR, --1---_ ......_. _._:: ,,.,.,,. . 111 1... ,1 11 -, ,.,„,m.,.,., . „ „ , ,. ,.,,,. ., .,. . _.-.,,,,,__,,,,,,,,,,,,_, .,,,.,„, _1 I „,-...-. _.. - - - - IT I F 11 11 11 CTS ERRORS OR OMISSIONS OF THE CONTRA � Yom. _.__ - :. .r.. :-.. 24 0 6 0 24 0 4 0 "I 11 _11.11. . . . _1.1 _. ... _-- . ...._.. . ... ..... ..._. .. .1_.11 1. .._..... ....._1 .... _...__._....... ... _ - - . . - -... .- _ _ 11 II OTHER PERSONS .. ...._ _ . ....... . ._...._ ,�,.. _..._. .__..... __.- .. _ _ E E SONS PERFORMING SUBCONTRACTORS I. TABULATED SPLICE LENGTHS ASSUME TOP 28 0 28 5 0 ANYLOF TH OR OR THEIR AGENTS OR WALL CONSTRUCTION ..._ - _ 7 - - _1 111. ... _ .._ ... _. _11.11_ .. . .._.... ....... __ -___ .. PLATE-TO-TOP-PLATE CONNECTIONS USING 2-16 d NAILS PER 32'-m" 8'-sa" 32'-011 6'-m" ,� VINYL SIDING (CEDAR ..1.._.11 1 ..._ _... _..... TW210310 ... _ ..._.. _..._ TW210310 _........ . ..... 11__11. ._ TW210310 _ �; _ _ . 1111.. . F=OOT, FOR SHORTER SPLICE LENGTHS, THE NAIL SPACING 1 _ rtW346 TW3P�46 TW3046 _1111. 36 -0 9 - 1 „ _.........._.._ ... __ _.._._ ._ ... _. .._._ . 11 11.- -- ._.. ... ._1 ..__ SHALL BE REDUCED IN ORDER TO VI AN EQUIVALENT m 36 -m 71 -0 W21021 IMPRESSIONS) ON 1 RIGID1. I _. .. ...._. ... PROVIDE E LE B _... . _.._....._.._..._. _. . . .1111...... .. . ..11 ... ...11.. INSULATION ON 'TYVEKI HOUSE ......__.__......._.. . . , ............__1111 ......I...._..-....... ...... _ ..__ _ " _ .._.. ..... ... _ NUMBER OF NAILS 401-oII 111-o" 401-0" SI-011 - 2. TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED ,,, SCHEDULE WRAP ON 1/211 __.......... ......... __.._._...._._...._....__.._....... __111.1.. __..._ _ _..__........................... . . _ _ ROUGH 2 _...._. - .._.- ........_._....._......_....._............. _..._._...... _- _ II 11 REQUIREMENTSNFOR WINDOW G FRAMING _....................._._..._.._.._1111 GRADE PLYWOOD SHEATHING L _ - - . .. ..- I. . -.. . . _1111 _._._. 1111._ .._ .. .._... ._ . . -- 1N EXPOSURE B 0 0 13 -0 �0 -0 10 -0 OPENING ON 2" X 4" WD STUDS 16" - 2. TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-0" 161-0" 601-0" 121-0" (IN ACCORDANCE WITH WOOD _11__11 _ 1111... _ . ... . ......... . ..... . HEIGHTS FOR_.._..._...._._._......_.......__............. _...._...... E OTHER HEIGHTS, FRAME CONSTRUCTION MANUAL _............ ... _- ...... ........ __..._.._11_11.. ..._._..._..._11_1.1_.........__......._..........._....._. R RNTN TABULATEDUNI T O.C. W/ 4" R-15 BATT __.___ ..._._.. ___.__...._.........._..._..__ .___........_. E _.. .1111..._......_1........1 .._._................. 1111...---.._ ___....__.._...__-_`_.__......_..._..._..__._.......__._....._............__........... .....__ U E E .. ....._._..... ..........--..- .. __._-111 --. - .. - -- - -" - 1_ II I 1 11 I 11 .._....._....._....... ..._...._......._......._........_._ _..._..........._.._...._.... .._.... __......._...................__._..........._............__.._......___...._...__....__.... ....._......_.... LATERAL LOADS SHALL BE MULTIPLIED BY H/8 -lol- 19 -0 '10 -0 14 -0 2001 EDITION) - I INSULATION - - .. .. .. .. _._ .... . .... .. ... _.... ... ..... ... _ _ . - -.._ _1111 � .-_. .. _ .. ._.. ._ . .- .. _ _ - TES SHALL BE A MINIMUM OF STUD GRADE - -0" 801-sal' 161-011 TIO _1111_ - MATERIAL R _.. A B G D E - -- -- __ A NOTATION F OPNS t ` '1` P ti, `: i, % 8" LONG. BLOCK 12"X12" FIBERGLASS 811 X 42" DEEP TRENCH 41-011 4 (1) 211x411 2 2 2 2 1 Prop./ Front Elevation FILLED SOLID FOOTING AT PATIO EDGE 11 lz> 2x4 or 3 3 3 3 pOWELED INTO LOAD BEARING COLUMN l .. A-3 SCALE: 1/4"=1'-0' EXISTING FLOOR - NEW CONTINUOUS RIDGE PENT PROPOSED RAFTERS � _0 6 (v z xb SLAB 81_011 a C2(1) 2''xra" 3 3 3 3 C520 STRAPPING BY: NEW RIDGE ° (2) 2" X 4" TOP PLATEli 101-011 10 (2) 2"x611 4 4 4 4 NAILING & STRAPPING @ EXTERIOR WINDOW/ ROOF 'SIMPSON STRONG TIE ° DOOR HEADER MT612 BY: 'SIMPSON RAFTERS 16" OR APPROVED EQUAL ° r" 12'-0" 12 (2) 2"xb" 5 4 5 4 STRONG TIE' 16" RA NEW ASPHALT ROOF , o° 1' SHINGLES over 30 I,, o.c. OR APPROVED BUILDING FELT atop "" rr,! EQUAL (TYPICAL) 1/2" PLYWOOD '/`,-, ° A-NUMBER OF ad NAILS e EA.END OF STRAPPINGS(TABLE 3.1,P.151) /; -.____ 4 (TABLE 6A P. (316) 86(D lbs SHEAtI-ZING it _. , jj B-NUMBER OF SILL STUDS(ON FLAT)(DOES NOT APPLY TO DOORS) NEW ROOF .... (TABLE 3138,P.193) A 5� Plate ht- ----- RAFTERS 16" o.c- %i i ... /�" U 01-1" APF. -i;; ° , '11,� C-NUMBER OF FULL HEIGHT KING STUDS®EA.SIDE OF HEADER CEILING ° �; (TABLE 323C,P.193) ° D-NUMBER OF 16d NAILS.END-NAILED THROUGH ADJACENT KING STUD SIMPSON 2A STR N C.r_ S g 16 ° a TO END OF HEADER EA.SIDE(TABLE 3.1,P.151)d(TABLE 6A P.316) HI2A STRAP N2A STRAP B.o. Header B E T-O 1/2" A.F.F. -- E-NUMBER OF JACK STUDS 9 EA.END OF HEADERS(TABLE 322F,P.19U ASSUME DBL.HDR. I C BC6 POST CAP COVERED F-NUMBER OF Ibd NAILS END-NAILED THOUGH ADJACENT JACK STUDS SIMPSON Ha sTRA BY 'SIMPSONI I I PORCH ® SIMPSON H2A r(a END of SILL(S) L SIMPSON Ha STRAP I I 5 R 1 D G E SECT 1® D E TA 1 L e EA.SIDE(DOES NOT APPLY TO DOORS)(TABLE 32,P.151) LOAD BEARINGNOTE: 6 ALT.IHURRICANE STRAP DETAIL 4(TABLE&A PAGE 316) - FIBERGLASS PROVIDE 14-10d A-3 SCALE: NO SCALE 11 COLUMN I 1 NAILS THRU MT512 A-3 SCALE: NO SCALE11 CLIP 7 COLUMN DTL. .11 A-3 SCALE: NO SCALE NEW SIDING AS SELECTED EXIST. CHIMNEY - ; BY OWNER INSTALLED ON .I.I.-I..................... _...________ __ .....__...__...___..__ -. _..-._ _:_ __ _1.1.11__ EXIST. CHIMNEY ... . . . ... - __- _ __:1,_111 q-- .. . _ _ .. . _____ -------_ ____. -____. _-_ - 2� EXISTING WALL CONSTR. .. _ - . -1.1--- --- __111__1-- ___ _...111.1. _ 1111 -_ :.__._. _........... 1 5 ... _..... .. .. .- - ..._.. --- - - .1 111.... .. .._.......... ......_.- ....1__111...- .1 111.._. -.- ... .. -.. .- . ......._.,. _«....,.,..«..,,.._,,.__,......._._._...,-..._....,....w.�.._....._.__._.. _„ - - .., ._._--_-.. .._.._.. ._ - "" -_............ .........._......_. ............._.. __ ..r 1111.-_1111..-...-1111 r ......._1111'--- - .. ....__.1111..._.._._........_. . .. . ..........:....._......_,......_..,-._.«.._.._-1111. .. - _._.. . .- .. _ .. . . - _ RO CO R C O . : ._ _.. ..._._..- ...... .. 11 __.___,_ __._.-__1________. �....___ __.._. __._..___ __._..__._.._1_..._____11__.....__-1_....._ __........... ......_1111._._. __11.11 _'_1 .__ --_-1_.._1111 345# ASPHALT/FIBERGLASS ROOFING -_ . _1111.. _--_. ._.. ___. __ - . _ - 1111 1111. - _ SHINGLES ON ICE SHIELD (ENTIRE ROOF) -- - - ._.._ _ ._111.1 _1111_. _1111.. . 1111. _ _ .. . _ -____, ,_ _ ___::. ON No" EXTERIOR GRADE PLYWOOD FI. _ _ N ON 2" X 10" RAFTERS 16" O.G. W/ = il - . SHEATHING F 911 R-30 BATT INSULATION �/ .. ... ... .- . 11 --- .. -_. _...__ - _- - . . _. - _ __. ._ _ . .. . _11....._11.. _.._ .1_ ...1 1 11. .._ _ _ _. ._. .. .. .. . . .. ..1111.. --11.11._._...-- 2"XS"RA o _.._ .. _ ....... .._..._........._..... ..__.._ 1111__ ._. . .__....__............._ . _ __ _ .. ..__._..._.........._......_. ETERS RUN UP _ .........._1.111. --..._........._....__ - _..... _1111.._....................................... .___ __.. . ON EXISTING ROOF MIN. 3�z/1FT PITCH - _111...._. _.._......._......._........... ........... . _ ....... .. -._. .. __11_......... 11..._..---...........__........ . . _. ..._............_...._......._.._......_.__.._......--- W 6'-0' LIDER I _......_ . . . .-_ ___- W 6'-0' SLIDER 114 "I . ..... .._. . . _........ ._...__._. .. _._. _..._ . 1111_ __ _. _1111, __ .. . ._............. ... 12 X12 FIBERGLASS 12 X12 FIBERGLASS BY OWNER INSTALLED ON11 _ 1111.. ... ........... _ _..........._...__..__..__..._....._._.._. ............__ _. .. ...___..... ._ LOAD BEARING COLUMN LOAD BEARING COLUMN EXISTING WALL CONSTR. -.. ....--.-_...... __..._.................. --_- -- .1......_. ..-_ _...._... .__._...--..... ._. 1111._ ......__.._....... .......................... _ - - - --._............._ .. _111.... ..__.. ..._._.... .. .. . . .... ...__ - _.. w ... .. . . .... ...- . .... . _... . ... . ..... ' i " ;