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Home My WebLink About48036-Z o�oS�EfOl,fcoG Town of Southold 7/15/2023 y� 3 P.O.Box 1179 53095 Main Rd Southold,New York 11971 iy CERTIFICATE OF OCCUPANCY No: 44290 Date: 7/15/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1955 Albertson Ln.,Greenport SCTM#: 473889 Sec/Block/Lot: 52.-5-56 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/1/2022 pursuant to which Building Permit No. 48036 dated 7/1/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations to existing single family dwelling(attic is non-habitable,non-sleeping unconditioned storage space only)as applied for. The.certificate is issued to Bluebird NF LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 23-90054 6/21/2023 PLUMBERS CERTIFICATION DATED 6/12/2023 rlo uazhambo tho iz 0 ignature o�SUFFot,��o. TOWN OF SOUTHOLD BUILDING DEPARTMENT C, x TOWN CLERK'S OFFICE oil 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#: 48036 Date: 7/1/2022 Permission is hereby granted to: Bluebird NF LLC 209 W 97th St Apt 7B New York, NY 10025 To: Construct additions and alterations to existing single family dwelling as applied for. At premises located at: 1955 Albertson Ln., Greenport SCTM #473889 Sec/Block/Lot# 52.-5-56 Pursuant to application dated 3/14/2022 and approved by the Building Inspector. To expire on 12/31/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $787.60 CO-ADDITION TO DWELLING $50.00 Total: $837.60 Building Inspector Certificate of Compliance v1...1..�.: : .................................................................................................._.............................................................................. CERTIFIED ELECTRICAL INSPECTIONS, INC. JUN TO '.2023 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 IGIEpr........................................................ ....................................................._........................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Lucinda Barnes Bluebird North Lucinda'Barnes Bluebird North '-Fork LLC. Fork LLC.- 1955 Albertson-Lane 1955 Albertson Lane Greenport, NY 11944 Greenport, NY 11944 Located at: 1955.Albe.rtson'Lane, Greenport, NY 11944 Application Number#: 23-90054 'Certificate#: 23-90054 Electrical License#: Section: Block:,' ' Lot: Building Permit#: 48036 Described as a Residential occupancy; wherein the premises electrical system consisting of electrical devices and wiring; described below, located in/on the premises at: Renovation of Entire.'House w/ Barn/Air Conditioning Equipment ( 1 Unit) A visual inspection of the premises electrical'system, limited to electrical devices and wiring'to the.extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 21st day of June 2023 Name QTY Furnace/Motor(3)Circuit- 20 Amp, 120V 1 Duplex Receptacle = 15 Amp, 120V 26 AC Condenser- 20 Amp, 220V 1 GFI Receptacle- 15 Amp, 120 V 8 Dishwasher Circuit-20 Amp, 120V 1 ARC-Fault- 15 Amp, 1.20V 2 Dimmer- 15 Amp 120V. 4 AC Blower- 15 Amp, 220V 1 Electrical Inspector: Anthony Giordano CAL in= _ _�APPROVEDio_ This certificate is not valid.unless raised seal is present. :' SOUry©�F�. � tei_t-h.aa�(e?la�as5-:NC2L 'Town 11n11 Aunts 1�( F-az C,!1) Thy 4`Hr 54375 Main Roar! P.U.Box 1179 J Southold,NY 11971-Y)59 131171_Df,NG DIIPA.RTrirF— r I'OWN OF ®OUTHOLT) JUNI 2 6 2023 CERTIFICATION Date: I I Building Permit No. q9036 6 I Owner: (Please print) I _ �' < > y (Please print) I I certify that the solder used in the water supply system contains less than 2/10 of 1% Mead. I I i i (Pltnn rs Sigr►ature) Swum to before me this i I day of 20� I r Dayline Cintron NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIC16442796 Qualified in Suffolk County Commission Expires lOt 1712026 Notar)• Public, SAL- Gou> W I wa so TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC 1 [ ] 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 REMAR S.- Avwl�w\ (h� CU, u ujo4v, ikK/ 6 - v DATE ?/ INSPECTOR �a0FS0UTyo y�o3� /� ss �416et jot L � # # TOWN OF SOUTHOLD BUILDING DEPT. lourm . 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: / ren lvqw� H&tcl &na&ar e�zom r DATE INSPECTOR OF SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ 1 ] RENTAL REMARKS: ( r LA42-4 �— 1 , ALI -.,r-ko �- l . � Af- , 41 klCr tl_4� CM C ® L"7 DATE © 2 INSPECTOR t SOF SOUTy ►C/ Y ""l V '" "" `u `rJ •/ ego TOWN OF SOUTHOLD BUILDINCA DEPT. `yComrm,��' 631-765-1802� �p ��` u INSPECTION [ ] FOUNDATION 1ST [XROUGPLBG. FOUNDATION 2ND [ TIOWCAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM RKS: Y ploil6imNY►A (60 01 to 6" (A cz (nal?A 0 6) coh -5A '.R&A --1 h- DOL AWL • C,��,. vel � DATE INSPECTOR OF 50UlyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. couto a 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULA/TION/CAULKING [ ] FRAMING /STRAPPING [ FINAL D t,- Ae-- / '� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Lim DATE INSPECTOR _: JUN 2 0 2023 N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 - Phone - 516-457-5596 Consulting Engineer Feb 21, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Bluebird NF, LLC 1955 Albertson Lane Greenport,N.Y. 11944 District-1000, Section-52. Block-5, Lot-56 Building Permit Number—48036 Adds/Alterations Inspection—Rough Plumbing On February 16, 2023, 1 inspected the construction for the alterations at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System (DWV) and the Water Supply System(WS). The inspection results are: 1 —DWV—System was fully exposed and readily viewed. I observed all drainage and vent lines. System constructed as required.New installation is connected to the existing system. All construction was done in compliance with the applicable sections of the IRC, NYS and Town of Southold Building Codes. 2—WS—System was fully exposed, pressurized and readily viewed. I observed all hot and cold water supply lines. System constructed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Town of Southold Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. C E OF Ci fyy, Nicholas J. Mazzaferro,P.E. o 16 05 ROFESSIONP�' SEP n Q gn99 N. J. N AZZAFERROP.E. 0) BUILDING DBP PO Box 57, Greenport,N.Y. 11944 TOWN 0Fs0 r<H-)LD Phone- 516-457-5596 Consulting Engineer September 2,2022 - Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Bluebird NF, LLC 1955 Albertson Lane Greenport,N.Y. 11944 District-1000, Section-52. Block-5, Lot-56 Building Permit Number-#t386-Adds/Alterations '10 0-6(0 Inspection-Footing-Reinforcement On September 1, 2022, I inspected the construction at the noted location. The inspection included the verification of the footing and reinforcement for the addition to the existing residential structure. The areas verified included the excavation, reinforcement, and footings of the addition.The inspection was completed before backfilling. The inspection results are: Items verified included footing depth, size and reinforcement,pier depth, size and reinforcement. The footing and pier work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. P Result-Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. New YO Nicholas J.Mazzaferro,P.E. 9 o ®FES310�� i N. J. MAZZAFERRO P.E. SEP 9n99J PO Box 57 Greenport,N.Y. 11944 BUILDING,1 RIC P i OW`�v OF S�z�`P RICO Phone- 516-457-5596 Consulting Engineer September 2, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Bluebird NF, LLC 1955 Albertson Lane Greenport,N.Y. 11944 District-1000, Section-52. Block-5, Lot-56 Building Permit Number—489-96 Adds/Alter'ations �}d 0310 Inspection— Foundation On Septe 1, 2022, I inspected the construction at the noted location. The inspection covered the footing and reinforcement for the Additions/Alterations to the existing residential structure. The areas inspected included the foundation wall and damp proofing of the addition.The inspection was completed before backfilling. The inspection results are: Items inspected included foundation wall size, anchorage and damp proof coating. The foundation work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. �MOF, NfW ehJf O olas Itlazzaferro,P.E. �� PSq& yop� r �FQ �� 05010 AR®�iE3S100V e , SEP n , 1 N. J. MAZZAFERRO �'o P.E. BUfLDI LU Ulic��OFg�®�Cs�Lf� PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer September 2, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Bluebird NF,LLC 1955 Albertson Lane Greenport,N.Y. 11944 District-1000, Section-52. Block-5, Lot-56 Building Permit Number-44406Adds/Alterations Inspection-Footing and Foundation On September 1, 2022,I inspected and verified the construction at the noted location. The inspection covered the footing and foundation for the Addition/Alteration to the existing residential structure. The areas verified included the footing keyway, foundation walls forms and reinforcement of the addition to the existing house. The inspection was completed before backfilling. The inspection results are: Items verified included footing keyway size and foundation wall size and reinforcement. The footing and foundation work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result-Based upon inspection of this project and to the best of my knowledge,belief and professional judgment,construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. OF MV Y 0 Nicholas J.Mazzaferro,P.E. Vic. � ��ESSIO�P� N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer October 28, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Bluebird NF, LLC 1955 Albertson Lane Greenport,N.Y. 11944 District-1000, Section-52. Block-5, Lot-56 Building Permit Number 48036 Adds/Alterations Inspection—Deck Footings On October 26, 2022, I inspected the construction at the noted location. The inspection included the footings for the Rear and Side Decks for the alterations to the existing residential structure. The areas verified included the excavation, reinforcement, and footing size. The inspection results are: Items verified included footing depth, size and reinforcement. The footing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. SPA OF NEW Y Nicholas J. Mazzaferro, P.E. - �1 3.A4,q r- It O A��FfssIONP��• N. J. MAZZAFERRO P.E. OCT 3 12022 PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer October 28, 2022 Desj n, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Bluebird NF, LLC 1955 Albertson Lane Greenport,N.Y. 11944 District-1000, Section-52. Block-5,Lot-56 Building Permit Number—48036 Adds/Alterations Inspection—Framing On October 26, 2022, I inspected the construction at the noted location. The inspection covered the framing for the alterations to the existing residential structure. The areas inspected included the basement, first and second floors of the existing house. The framing work included exterior decks, exterior and interior walls, floors, ceilings and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections, header sizes, bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. r *I F Nicholas J. Mazzaferro,P.E. ^ ` ' e 0 05709 pR�FESSIONP�"� g1`� L ltn J� II 1UIfl �i FEB 2 12023 -P, N. J. MAZZAFERRO, P.E. BUII)Imbutz-p I. PO Box 57, Greenport,N.Y. 11944 TOWN OFSolrrmni Phone - 516-457-5596 Consulting Engineer Febfuary 21,2023 Design, Construct/on, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Bluebird NF, LLC 1955 Albertson Lane Greenport,N.Y. 11944 District-1000, Section-52. Block-5, Lot-56 Bviltling Permit Number—48036 Adds/Alterations Inspection—Insulation On February 19, 2023, I inspected the insulation and caulking installed at the noted location. The inspection covered the first and second floor exterior and interior walls and the ceiling/roof for the alteration. The inspection results are: 1 —Walls—Closed Cell Insulation provided and installed by General Contractor. Insulation provided rated as R-23. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 2—Ceiling/Roof(Exterior)—Closed Cell Insulation provided and installed by General Contractor. Insulation provided rated as R-49. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result-The insulation and caulking installation as verified by inspection on February 19, 2023, is compliant with all applicable codes and conforms to the design specifications. The insulation was installed in compliance with the IEC Code for Existing Buildings, in particular Section R503 Alterations;Paragraph R503.1.1 Building Envelope. E OF IVE Nicholas J.Mazzaferro,P.E. F 2IP No 95 =(v 40 • 0570 R�FESSIONP�' r FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) . --------------------------------- FOUNDATION -------------------------------FOUNDATION(2ND) z i t-v H 175A �A ROUGH FRAMING& N PLUMBING 1 1 r INSULATION PER N.Y. �y STATE ENERGY CODE Za. 1 v z 1-Ea�d c GCS 1 FINAL -� ADDITIONAL COMMENTS o-aa- e.,& Al g _ /oa bd' as o gj- I / �Z Tcm ope/-< /55 S act a e c',c( lot e4-f COP q (cr;i 01ed � o (�v z x x � d b y i qry s F TOWN OF SOUTHOLD-BUILDING DEPARTMENT h x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtoi n=.aoov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ``� PERMIT NO. J1� Building Inspector: Applications and forms must be filled out in their entirety.Incomplete 2/41, applications will not be accepted. Where the Applicant is not the owner,an OU Owner's Authorization form(Page 2)shall be completed. O�p Date:6/1/2022 OWNER(S)OF PROPERTY: Name:gluebird North Fork LLC ---Ts7 #1000-056.000.05.00.052.00 -Project Address:1.955.Albertson .Lane,_-G reenport,._NY1.-1944 Phone#:9176640926 .-T!rnail:Iucybarnes@mac,.com Mailing Address:1815 Albertson Lane, Greenort,y NY11944 CONTACT PERSON: Name:Lucy Barnes, Mailing Address:1815 Albertson Lane, Greenport,.,N,Y11944 _.u..,..__. _._....._ Phone#:9176640926 ._ _ .Email;lucybarnes@mac.com DESIGN PROFESSIONAL INFORMATION: )Name:DXA studios -Mailing Address:8946th Avenue,_New.Yo_rk,_NY1.0001_.,V Phone#:2128740567 Email:st@dxastudio.com CONTRACTOR INFORMATION: Name:Guazhambos Construction Inc Mailing Add ress:1000,West,--Mai.n.St,-;Riverhead NY11901 Phone#:6319030896Email:carloshamptons@gmail:com DESCRIPTION OF PROPOSED CONSTRUCTION []New Structure @Addition _@Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other- ' $50,000 Will the lot be re-graded? ❑Yes @No Will excess fill be removed from premises? ❑Yes @No 1 - PROPERTY INFORMATION Existing use of property:Pes.ldet1tlal_...- _- _- Intended use of property:residential-_._ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to CeSIdIential _.._.. m... \- --- thisproperty? ❑Yes BNo. IF YES, PROVIDE A COPY. - 8 Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department-for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and to building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name):L y 13eS ❑Authorized Agent INOwner w.._. Signature of Applicant: Date: 6/1/2022 STATE OF NEW YORK) SS: COUNTY OF ) 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 day of ,20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) , 1, residing at do hereby authorize to apply on my behalf to the Town of,Southold Building Department for approval as described herein. - c Owner's Signature Date Print Owner's Name , o 2 SIK BUILDING DEPARTMENT- Electrical Inspector �aGy TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road - PO Box 1179 y' ,sem • Southold, New York 11971-0959 y p! Telephone (631) 765-1802 - FAX (631) 765-9502 rogerlDsoutholdtownny.Qov - seand(@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION EF-CTRICIAN INFORMATION (All Information Required) Date: 213/23 Company Name:, 5th Generation Electric Inc. Electrician's Name: Marcus A. Fink License No.: ME-58846 Elec. email:5thgenerationelecttic@gmaii.com Elec. Phone No: 631-514-4769, D 1 request an email copy of Certificate of Compliance Elec. Address.: 29 Wildwood Trail, Riverhead', NY 11901 (� JOB S1Te,INFORMATION (All Information Required) _ Name: Lucy Bames _ -; Address: 1955 Albertson Lane, Greenport NY 77 'A` , p�� BUILDING DEPARTMENT- Electrical Inspectz TOWN OF SOUTHOlD -Town Hall Annex- 54375"Main Road PO Southold, New York 11971-0959 Telephone (631)765-1802 FAN (631) 765-9602,11.11 roQerrOsoutholdtownny.gov- seand@southoldtownny_ ov . , .: ... APPLICATION FORELEG INSPECTION -- :,. ECTMOAN'MPORMATION (Ail inforrhatiori.Requb") Date: 2!3/23 ,-Compahy:Name:.tth,Generatibn Electric.Inc. Electrician's Name: Marcus:A.'Fink ` License No.: ME-58646 Mee. email:5thgehetationelectrjc@gmail.com 'Phone No 631'-5144769, 01 request an email copy of Certificate of Compliance ` Elec. Address;; 29 Wildwo'od Trail, FU ibead„.'NY 11901 JOB,S1T.t';INFORMAT ON (Ari triforn%uo, 'R'6quired), Nathle. .Lucy'Bames ', Address:' 1055Albertson Lane, Greenport NY ” =t Y PERMIT # dress: WWJ- Switches Outlets r GFI's I, I Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer IAC AH Hood Service I Amps Have Used Special: Comments G. C� pF SOUTyDI o , Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 �Q �y�4UNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Bluebird NF LLC 209 W. 97th St. Apt. 7B New York, New York 10025 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 1955 Albertson Lane, Greenport, New York TAX MAP NUMBER: 1000-52-5-56 Pursuant to Section §144-8 of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction beyond scope of Building Permit#48036, issued 7/1/2022. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When all changes have been approved by the Building Department and Zoning Board of Appeals. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE, IMPRISONMENT OR BOTH. DATE: February 14, 2023 Sean Devlin Electrical Inspector IT SHALL BE UNLAWFUL TO REMOVE THIS NOTICE WITHOUT WRITTEN CONSENT OF THE ISSUING AGENCY. 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' reproductive harm.For more information os to Ph�nol WWW A,reconnu tobtienir pluside renseignjoyrile en>ents umndez ous other repro roduit pout vous exp QAVERTISSEMENT Ce p conocido or e1 estado de Califoa Wings a.gov.ante congenitales ou d'autres Vffets nuislbles sur la reproduction. our � W anomaliesP65Warnings.ca.go sur le site www. dartos reproductivos.Para obtener mds informacl6n,visite www.P 5 roducto puede exponerlo a bisfenol A,el cue e ©ADVERTENCIA Este o nacim u otros w. dedefectosde -- - j �. •: (\� JUN 2 6 2023 y ' 1 �R •_Y":•• ..s':?'--.F.. cif!-- • 4 WCarbOn! HANDUN05", JN onTUFFAK. P0 Fabrication Fivlld dear"ing, protect sheet' our TUFV P#4"YS-- JC,A\,L, ei (x Y CODES & STANDARDSNAM TUFFAK polycarbonate st, requirements: Y) UL 94 - gauge and product specific >> UL 972 Burglary Resistant Glazing Material Is> UL 746c (fl) - TU SL and TUFFAK UV >> Safety Glazing per ANSI 297.1 (> 0.080 >> Regulatory code compliance and certificatioll, , i� AAcSKOUITE, LLC �p WjET .......... SO 7i Dwyer, Nancy From: Dwyer, Nancy Sent: Thursday,June 2, 2022 10:12 AM To: 'lucybarnes@mac.com'; jr@dxastudio.com' Subject: bluebird north fork Good morning, Thank you for sending in the revised drawings. After reviewing them,while some items have been addressed,there are still a few revisions which need to be made. -The window schedule appears to be incorrect.The dimensions of the windows given on the schedule do not match the locations on elevations..for example#18 is 5'-8"wide, however these are small, individual double hungs in the kitchen which scale to about 32"wide. Additionally, if you there are several units mulled together, please do not give the width of the entire series, but the individual windows,specifically in the bedroom-you must label egress and give us the proper window opening size accordingly. -While I see you have given structural notes on the section for the screen room,we do need you to provide us with a structural plan as well,showing where footings are, posts, etc. Additionally, please give dimensions on your structure plans. -New wall framing info has not been specified. -On your office plan you indicate 2x8 framing, however the building section shows 2x12, please clarify. -Bathroom#2,the shower shown does not meet the minimum sizes as outlined in Section R307 of the NYS residential code. Please amend the layout to comply with code requirements. -The shower in bathroom#1 does not have the required clearances in front of it for accessibility. -Provide landing info-size and construction details-for the area outside of door label A1.7 -Same for landing outside of screen room-please give info. Additionally, neither of these landings are shown on your elevations. They are a code requirement for exterior doors. -Header size for above door label A1.9 If you have any questions regarding the requested info, please feel free to reach out to the building department. Thank you, -Van--y Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 i Dwyer, Nancy From: Dwyer, Nancy Sent: Friday,April 15, 2022 11:00 AM To: 'lucybarnes@mac.com'; 'jr@dxastudio.com' Subject: bluebird north fork Good morning, I am reviewing the application for the proposed addition/alteration to 1955 Albertson Lane, Greenport, and there is additional info which will need to be provided in order to complete our review of the plans. -Please provide a window and door schedule. Indicate door sizes for interior doors. _ W%.%'1.ew.s f Ogcc 'r -No info/detail is being given for the side entry porch to the kitchen. 112.n"Post fh -Structural plans do not show the screen room...foundation or pier footings? Pfo, header lengths, strapping details, etc. -Basement footing plan-give new wall construction info. Indicate the new floor framing taking place for the expanded office area. Show access into this space.. is it a crawl? Basement? How are you pinning the new to the existing? -Give new wall framing detail for first and second floors.. 2x4?2x6? -Rafter size for office roof framing. -Indicate your nailing/fastening schedule -Please provide a REScheck in compliance to the 2018 IECC ✓* If you have any questions regarding the requested info, please feel free to reach out to the building department. Thank you, .fancy Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 � 1 1 DXA studio 894 6'Avenue,5'Floor New York,NY 10001 T 212 874 0567 dxastudio.com TO: Nancy Dwyer June 24, 2022 54375 Route 25, Southold NY 11971 631-765-1802 RE: 1955 Albertson Ln Revised Permit Set Dear Ms. Dwyer, Thank you again for taking the time taking with me earlier this month. Please find attached revised drawing set for 1955 Albertson Ln. We believe that all the.comments have been addressed in the following drawings. • Window schedule and elevations — please see 1/A-300, A-201, and A202. • Screened porch information — please see 1/S-100, 4/S-100 and 2/S- 101. • New wall framing information — please see 1/S-102. It should be 2x6 at 16 O.C. • Office new framing— please see 2/S-101. The office roof/ceiling has 2x12 rafters and its floor has 2x8 joists, drawn in 2/S-100. • Bathrooms shower clearance— please see updated plans in A100 and A101. • Landing information — please see A201, A202, A203; the construction information can be found on 3/S-101, and 5/S-101. • Header size for door A1.9 —The header is 2x12, please see 2/S-101. Feel free to reach out to me if you have any questions, and I will be happy to jump on a phone call with you if that is helpful. My email address is Iz@dxastudio.com, and my cell phone number is 540-200-5004. Sincerely, 2 ,� RD Lantian Zhang ICE JUN 2 7 2022 8UtLDI1VG DEPT TOWN OFSOUTHOLD r. EY.ISTI4VG UNE'ROOF A3OVE - - - - - - - - - - - - - - _ EXISTINl l VAU TEID ROOFFINISHE'ITH ALBERTSON LANE C-0 i WITH T CONDI SIDING iN ATTIC eoceoFPAy i - NOT CONDITIONED SPACE ! NEW PARTITIONS IN ATTIC, i G"•t7R �( - � DECIc To VAULTED e.EUNG — !,2" �J (� ----------- GV.3 EA SIDE OVER 2ks ST DS 3 q l O.C. NEW PARTITIONS !N ATTIC, FLOOR I I 1 ^l 4 A7TIC W rcC *n_ T-,- _! _ I K �--exiSt;ng attic I " GQ EA SO O;rRV2X4 STUDS a I _ J I I I EXISTING ROOF RIDGE ti I SH!PILAP CEILING 31'-26/8' - ! NOT SHOWN EXISTING' ^ Houma MECHANICAL EQUIPMENT IN ' new underground electrical uC - VERIFY LOCATIONS � lig FIELD connection from /,1St 110LISe 30'•27/8• 0.6• meter lC) exist born. I-----EXISTING MECHANICAL 91N EQU;PMENT iN ATTIC - I � �G01rlr�e SwitCneJ � 'VERIFY !OCAT!ONS IN l FIELD I I I 0V2fheCd light in. hOrn —i I f I � EXISTING ATTIC PLAN AND SECTION EXISTING SITE PLAN SCALE:3116°=1'•0° SCALE:3132'%V-0' OF NEw Y JUN - 7 2023 z ; PROJECT: EXISTING CONDITIONS & MINOR `��Fap 05709 �� { 1955 ALBERTSON LANESouthold,New York 11971 ALTERATIONS SCALE AS NOTED ROFESSIONP� NJ MAZZAFERRO, PE . PO sox 5; I CREENPORT, I\IEW YORK 11944 JUNE 6,2023 (516) 457-5596 SCTM#1000-52-5-56 SHEET 1 OF 1 — � EXISTING LINE ROOF ABOVE EXISTING VAULTED ROOF WITH Arg R-30 INSULATION, FINISHED ERTSpN LANE WITH SHIPLAP SIDING IN ATTIC SNE OFpgyEMENT NOT CONDITIONED SPACE i NEW PARTITIONS IN ATTIC, FLOOR —---------- DECK TO VAULTED CEILING - 1/2" o --------- GWB EA SIDE OVER 2X4 STUDS I _ °' I 16" O.C. NEW PARTITIONS IN ATTIC, FLOOR m f existing attic ATTIC \ DECK TO VAULTED CEILING - 1/2" °+ I GWB EA SIDE OVER 2X4 STUDS @ / I F I L, 16" Q.C. 41'-61/2' I I EXISTING ROOF RIDGE �w 4 83'2.1/8- am? SHIPLAP CEILING — — 17 31'-25/8' I o z EsNOT SHOWN EXISTING Ho I W MECHANICAL EQUIPMENT IN I =5 ATTIC - VERIFY LOCATIONS I new underground jelectrical I I z z N IN FIELD , connection from .xist house I " �� meter to exist b rn. w 30'-2 7/8° L I EXISTING MECHANICAL BARN" EQUIPMENT IN ATTIC - p�ovide switched VERIFY LOCATIONS IN f I overhead light in barn—� I FIELD I I 1 I I EXISTING ATTIC PLAN AND SECTION EXISTING SITE PLAN SCALE:3116"=1'-0" SCALE:3132"=1'-0" OF NE3.MA{�, P yO,IrQ EXISTING CONDITIONS & MINOR JUN - 7 2023 T2s 00 1955 ALBERTSON LANE F� • 051 �� Southold,New York 11971 ALTERATIONS SCALE AS NOTED pROFESS10`0 NJ MAZZAFERRO, PE PO BOX 57 GREENPORT, NEW YORK 11944 JUNE 6,2023 (516) 457-5596 SHEET 1 OF 1 SCTM#1000-52-5-56 PROJECT DATA GENERAL NOTES Scope of Work: Renovating a three story,single family house. 1. GENERAL PROVISIONS: 10. EACH CONTRACTOR WILL BE HELD STRICTLY RESPONSIBLE FOR HIS WORK. ANY DISCREPANCIES 20. BATHROOM SIDE OF PARTITIONS SHALL BE MINIMUM 5/8"WATER RESISTANT GYPSUM WALLBOARD 1.a. PERFORM THE WORK OF THIS SECTION IN ACCORDANCE WITH THE GENERAL IN THE PLANS OR DETAILS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT. AND ANY ADDITIONAL CODE REQUIREMENTS. DXA Studio 894 6th Avenue Location: 1955 ALBERTSON LN CONDITIONS,AIA DOCUMENT A201/ 1997,SUPPLEMENTARY CONDITIONS,AND ALL �11. ALL MATERIALS,ASSEMBLIES, FORMS,AND METHODS OF CONSTRUCTION AND SERVICE 21. Architecture PLLC 5th Floor Town: Southold OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS. New York,NY 10001 EQUIPMENT SHALL MEET THE FOLLOWING REQUIREMENTS: REQUIRED FIRE SEPARAT www.dxastudio.com T 212 874 0567 County Tax Map: 1000 11.a. IT SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE,OR 11.b. SHALL HAVE BEEN ACCEPTED FOR USE UNDER THE PRESCRIBED CODE TEST METHODS BY 22. CONTRACTOR SHALL MAINTAIN A COMPLETE AND CURRENT SET OF DRAWINGS,SPECIFICATIONS, Section: 052.00 2.a. DIRECT QUESTIONS RELATING TO THE INTENT OF THE SPECIFICATIONS OR DRAWINGS, 2. INTERPRETATION OF DRAWINGS AND SPECIFICATIONS: Block: 05.00 QUALITY OF WORK REQUIRED THEREBY,TO THE ARCHITECT, IN THE EVENT OF THE COMMISSIONER OR CONSTRUCTION SKETCHES,AND SUB-CONTRACTOR SHOP DRAWINGS AT JOB SITE AT ALL TIMES. Lot: 056.000 DISAGREEMENT THE ARCHITECT'S INTERPRETATIONS BECOMES FINAL,CONCLUSIVE, 11.c. APPROVED BY THE BOARD OF STANDARDS AND APPEALS(C26-106.2) 23. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED YET NECESSARY FOR PROPER CONSTRUCTION ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, Zoning: R-40 AND BINDING ON ALL PARTIES. OF ANY PART OF THE WORK SHALL BE INCLUDED IN THE WORK AND THE AGREED COST OF THE WORK AS IF ARRANGEMENTS AND DESIGNS REPRESENTED OR 2.a. IN CASE OF DISAGREEMENT BETWEEN DRAWINGS AND SPECIFICATIONS,OR WITHIN Zoning Description:Residential Low Density(1 acre) 12. THEY WERE INDICATED IN THE DRAWINGS. REFERRED TO ARE THE PROPERTY OF DXA STUDIO EITHER DOCUMENT ITSELF,THE BETTER QUALITY,GREATER QUANTITY, MORE COSTLY GEOGRAPHIC INFO: WIND-130MPH;SEISMIC-B CATEGORY;WEATHERING-SEVERE; WORK,OR MORE STRINGENT STANDARDS SHALL BE INCLUDED INCONTRACT PRICE AND NOT LISTED ABOVE S!'ALL BE S In E6T TO_SEMI GONTRO I ED INSPECTION BYTur PERSON WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS SUPERINTENDING T!lE _�I"]UCTI!' N._SIG SIGNED COPIES O IIESOF ALL TEST AND In SPEOTIO REPORTS SI!ALL 1_ATE 24. ALL MECHANICAL EQUIPMENT SHALL COMPLY WITH ENERGY CODE. EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, FROST DEPTH-3; GROUND SNOW-20PSF. THE MATTER REFERRED TO ARCHITECT'S ATTENTION. FILED.A/ITLI T-1 IE BUILDING I-�Inlr, nJrTlnlAanGTlnfA�rTna 1•TJTQT'V LLJ� Q DEVELOPED AND PRODUCED SOLELY FOR USE ON AND IN ZONING CODE TOWN OF SOUTHOLD CHAPTER 280 ATTACHMENT 6: 3. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED 25. CONNECTION WITH THIS PROJECT AND MAY NOT BE SITE SETBACK: MINIMUMTEGTION SYSTEMS AND CONTROL PANELS. ANE S DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM SETBACK IS 30 FT. DIMENSIONS. DRAWINGS ARE NOT TO BE SCALED.ALL WORK SHALL BE LAID OUT BY 13. ALL MATERIALS OR ASSEMBLIES REQUIRED TO HAVE AFIRE RESISTANCE RATING SHALL OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER, DIMENSIONS VERIFIED IN THE FIELD. COMPLY WITH ALL REQUIRED FIRE PROTECTION CODES AND REGULATIONS. REFER TO ARCHITECT OF 26. SMOKE DETECTORS CONNECTED TO ELECTRICAL CENTRAL SYSTEM SHALL BE INSTALLED IN ALL EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF APPLICABLE CODE 2020 NYS RESIDENTIAL CODE CHAPTERS: 4. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON RECORD DRAWINGS. IT SHALL CONFORM WITH NFBU "FIRE RESISTANCE RATINGS"OR LATEST APPLICABLE SPACES AS REQUIRED. DXA STUDIO. TABLE R402.1.2 THE JOB AND DESIGN ARCHITECTS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE CODE. SECTION R305.1 CEILING HEIGHT- DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS.THE CONTRACTOR AND ALL 27. PROTECT ADJACENT BUILDINGS. OWNER For rocros with sloped ceilings,the required floor area of the room shall have a SUBCONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD AND NOTIFY 14. FIRESTOPPING:CONCEALED SPACES WITHIN PARTITIONS WALLS, FLOORS, ROOFS, FURRED ceiling height of not less than 5 feet(1524 mm)and not less than 50 percent (IN WRITING)THE ARCHITECT OF ANY AND ALL DISCREPANCIES BEFORE PROCEEDING WITH ANY PIPE SPACES,COLUMN ENCLCSURES, ETC.SHALL BE FIRESTOPPED WITH NON-COMBUSTIBLE LUCY BARNES of the required floor area shall have a ceiling height of not less than 7 feet WORK. FIRESTOPPING AS PER SPECIFICATIONS AND CODE REQUIREMENTS. (2134 mm). 15. INTERIOR FINISH: MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH THE SURFACE OCCUPANCY OR The coling height above bathroom and toilet room fixtures shall be such that 5. ALL CONSTRUCTION, DIMENSIONS AND DETAILS SHALL CONCUR WITH AND BE DETERMINED � �l'` the fixture is capable of being used for its intended purpose.A shower or tub FROM THESE DRAWINGS ONLY. FLAMESPREAD RATING OBTAINED AS PRESCRIBED BY CHARACTERISTICS OF BUILDING MATERIALS"AS PER TRUSS P CAR ' 1�a R:..GIUIRED equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 C26-504 OR PER LATEST APPLICABLE CODE AND ARCHITECT OF RECORD. APPROVED AS NOTE USE IS UNLAWFUL inches(2032 mm)above an area of not less than 30 inches(762 mm) by 30 6. ALL MATERIALS,ASSEMBLIES, FORMS,AND METHODS OF CONSTRUCTION AND SERVICE DATE 16. ALL EXITS SHALL BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. f B,P. WITHOUT CERTIFICAI L (� 1 inches(762 mm)at the showerhead. EQUIPMENT TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE FEE' �3 ' BY: OF OCVUPAN"�/ SECTION R307 TOILET FIXTURES SPACES LATEST EDITION OF THE ASTM SPECIFICATIONS APPLICABLE,AND TO CONFORM TO THE PREMIUM 17 NOTIFY BUILDING DEPARTMENT AT - FINISH STANDARDS AND RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES(ACI,AISC, AArn rnlnlnlrrn C LJAI 1 ( REMENTS FOR E)N (MEASURED IN 765-1802 9 AM TO 4 PM FOR THE RETAI J STOR WATER RUNOFF X11 exterior lighting >� AWI, MIA, ETC)WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO THE WORK SHALL BEFOOTCANDLESAT TI IE FL +EVEL IN EXITS AND TI'EIR DESIGNER. MEP ENGINEER TO FOLLOWING INSPECTIONS: PURS ANT T CHAPTER 236 Installed,replaced or we r I I rclnn Arn rnlnlnlrrn T NEW AND SHALL COMPLY WITH THE REQUIREMENTS OF SECTION C26-106.2. a-�A�"}iC�kFtC-HtTE�PfO-i�i��ii�F�}G-D�T� EGRESSAND1. FOUNDATION - TWO REQUIRED #- - 7. CONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK �F SPEGIFIGATIONS AND CUT n1 IEET[� FOR POURED CONCRETE OF THE TOW CODE, repaired shall conform FIXTURES UPON SUBMITTAL I I/'1L VI JT LZT11l! • �, 2. ROUGH - FRAMING & PLUMBING COMPLY WITH ALL CODES OF to Chapter 172 .,. DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGES,COLAPSE, DISTORTIONS,AND 3. INSULATION p OFF-ALIGNMENT ACCORDING TO APPLICABLE CODES,STANDARDS,AND GOOD PRACTICE. 18. OWNERS RETAINED GODE CONSULTANT S! NEW YORK STATE & TOWN CODES 4. FINAL - CONSTRUCTION MUST ,LL ITEMS WIT'IIN TI I'S SET OF DRAWINGS AND(2) INFORM THE ARGI IITEGT OF ANY DISGREPANGIES ORAS REQUIRED AND CONDITIONS OF Must rout e I�inual� ®f the Town Code SECTION R311 MEANS OF EGRESS- a 8. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL,STATE,AND LOCAL CODES, ORDINANCES, DESIGN 61 IANGES TI'AT ARE BE COMPLETE FOR C.O. ]�, and as per ALL CONSTRUCTION SHALL MEET Stairways shall be not less than 36 inches(914 mm) in clear width at all points RULES,AND REGULATIONS PERTAINING TO LABOR AND MATERIALS. SOUTHOLDTOV'E'NZBA � Code above the permitted handrail height and below the required headroom height. 19. THE REQUIREMENTS OF THE N.Y. NY Ene g q g FIXTURES ARE IN ACCORDANCE WIT!I NYG_BU II DING CODE STATE CONSTRUCTION & ENERGY ____SOUTHOLDTOti"INPIA�'"�,'"sa60ARD - •- -- 9. ALL NOTES HEREIN MENTIONED WITH THOSE ON THE VARIOUS DRAWINGS SHALL APPLY TO ALL ' '^ ��""T�'�� _T_,-r- • •. ' , 2020 ENERGY CONSERVATION CODE OF NY(BASED ON 2018 IECC) DRAWINGS AND FORM PART OF THE CONTRACT. CODES. NOT RESPONSIBLE FOR DESIGN i P'LUPIBER CERTIFICATION R402.1.2 Insulation and Fenestration Criteria LZ DESIGN OR CONSTRUCTION ERRORS ON LEAD CONTENT BEFORE N.Y.S.DEC WOOD Mass SLAB" kRawt CERTIFICATE OF OCCUPANCY CLIMATE FENESTRATION gKY1,{�HTb R 'GLAZED CEILING FRAML WAU FLOOR 0ASEMENS`' R• SOACE` ZONE 'V=FACTOR4 U-}:ACTOR YHGCa FENESTRATION - WALL K R_ WALL VALUE WALL � R � 1� .., r ° VALUE A- VALUE, VALUE A-VALUE & A. � SOLDER USED IN WATER VALUE DEPTH 'VALUE SUPPLY SYSTEM CANNOT r O:ve 4 032 0.55 0.40 :-09 Z .8/13 19 TO'/13 10,2 ft "10113 2 5b EXCEED 2 10 F 1% L 11 SITE SURVEY - 1 " = 30' NEW SITE PLAN - 1 " = 30' LOCATION PLAN - N.T.S. 3,11 82`55 00"E ALBERTSON EDGE OF- - - P MENT ' 161 A�p !I I! IRO "OLE _ DWRHEAD WIRES CATCH 9 ' • p E R I „ "F PIPE ..- - BASIN`S _ EDGE 0 , ` S 0 N A I E N e "`w\ I ` l - F'AAENT ' LANE ` V LII,i :') .� {/. EDGE OF < R; PAVEMENDD T BUILDING DEPT. ¢ �� .... �" TOWN OF SOUTHOLD LC) P.O.B. of MONUMt71- OCETM 1,529.20' I °a ` ; FE I Dv I � t.s'S '3000 T&RAIL -- -- ; '' 7..7'E FENCE 9: t-� 4 N I m ROOFED e� C-I `�'' - $ ,'.''"'"r""µ .� - _ REVISIONS co `rc" PORN O PERMIT SET 11.19.2021 I PORCH O� / !�1 ~``I .:..� ., 26 1 +r AAS ° REVISED PERMIT SET 05.13.2022 STEPS 5.8' 41.5' �'� i� 20.5' L u' PONoscape I Z 41'-61/2" Arc a 2_ 1 Tax Map Lot 59.2 jr OUSE 20 I STEPS N/0/F of Jane _ ", t' a No. 1955 Mi' 83.2' Barszczewski „v<A e 5 ..> 5.0' 2.2' �' 31.2' 0- 4.9' 3 3 83'-2 1/8 43' _ ' �� unuTv 2 107/81, ,..� PROPANE _L^ \ z, .. ,' <«~..a...,. ��•is: nNK ILE 1.0' Pok io e 31'-2 5/8" 2-STORY ..,\ Ln a� 0 0 In CU �� SITE °< \ J C v 14-ST. �FRSc� \\\ CL 4- � ` Ws-1 k 32.4' 20.5' D \, f-' AE Z I SWOOD TOOP I & STEPS OI-6„ MTHOATENCE x� '°� - - ...:,a• ,+, , ' o I FE 30'-2 7/8n \. . s 1 16.2' 8.3' o.s w y PROJECT NAME L oo BARN ..:: a s \ al 8 1955 ALBERTSON LANE .6' '.., °' y \ ,RE EXISTIN _, SOUTHOLD, NY 11971 'Ir BARN ., ...,I GRAVEL . F DRAWING NAME PATIO � � . - aT PROJECT NOTES AND 00 ' Do ' , x w INFORMATION ? Z FEAir £ �. :,, §EAS §I6NATUR9 DATE 3.3 W 6.0'N 'CH.C. �t NQ,� >�. s f ' a 06.24.2022 " Y, PROJECT NUMBER 21.50 N I II I 85°58 00 _ s .. k .> D W Z ; •i,.° it I = ti .i. ,.. "�►�'• w', C" DRAWING NUMBER Ir Map of Estates of Andrew N f. and Cassidy &Others 1 .. -` a I `\ Ma No. 10091 "I• P C. N- I.00ATXJNR AN xF,�„i:':: (T D EX151ENCE Of ANY •," i< 'I`: �w- AERIAL LAND SURVEYING, D.P. h,, `� 111 suBwRrACE ununEs AND/ER smucTUREs NOT ` xa. - �< - 63 PRBBST DRIVE READILY N9ME,ARE NOT CFATfTEO. SHIRLEY,NY 1IB87 CERT"CATONS HEREON APE NOT TRANSFFAABLE - O O _ PHONE: 833-7B7-SSB3 E-MAIL: SUR VEYSQAERIAINDSURVEYING.COM w •^ '1 `,'};. K'.(, :'Z R'„:j '�` I":j? '.�x'm°, f'R''W '.�, - 4 • "•S 3x Mst,.,a°a .•Y', !'i<� :,%i.� •z:,K" ayi".�,. ' WEBSITE: MM1VW.AERIALLANDSURVLYING.CON `oT ., i a:A.lee N Axr usvExT o REcmo Alo Axx olleF .y,Tj�('.;°ti ' ?W wf 'F "^ i E NaP:A TRE 6Mw-Oxi otsao.� +'°.'A,A _ DISTRICT:1000 LOT:056.000 BLOCK:05.00 SECTION:052.00 AxrN'wens TAMNx��KER�- NRN oA N. NMA G-100.00 NxE � sARANxa MAP FILE NO.: N/A c:w nw,wmrAmw>a THE REw wR.STATE mucAnw uw ,„�fvg � 1 a<:ft: ::&..zr"' .:£. "s#:'::' ;•Vi=e 'E�y'•'�,O £ire°' , a` `\` .a�? • 447"' \✓ S!TUA TE ��....,, ..Nw. ., �;�:, r. .t`1�' ,:�'_� ', :'i'F; �:: �°�� :I �'' ";";f.Y=�.e..?S',,- s :`.' 'kn.x:.: ' "<. Imo. TOWN OF SOUTHOLD �.•..a. s ; u:N: a . '` I O PAGE NUMBER MAP OF: NOT ON A FILED SUBDIVISION MAP N"a'I.w•"" --.mra er-.x..m..cmxm•' 'l''W"' ''�,°g" '' a'"?<' ;?,' '•-> £"' r,.rw:a u::a s... sxN..uIN•IN,x NWi , a. s _:. �,..�. F NEIN ��." ',.�'s SUFFOLK COUNTY NEW YORK TITLE NO.: N/A ��, ., -w9::,;F•.:a�s. ��:, I ,Mi. . . .��y> :-'= bad ,.:;: ., Y" C d O DXA studio 2022 MAP FILED DATE: N A ., ;'s �;�>iN, �;,="' �.,s, TAX No. 1000-052.00-05.00-056.000 / SCALE 1"=15' COUNTY TAX MAP ID: 1000-052.00-05.00-056.000 TOWNSOUTHOLD D.O.B. BS AN MAY 03 2021 �. °`�'• �'_= BSC AN SITUATED AT: TOWN OF SOUTHOLD � I`� 's.d•, °�,` SUBDIVISION MAP LDT S: N/A T{g.:i•{=t,: ' ; ,� ...,,...? , AREA - 32,146.88 s ft. `"` ", ',^_•� ' � _- °, 0 738 cc. TBD _ t' `:a1" :uwimsw,einxep"' - ?.: L... DA , Y 03,2 - VP S' U DATE: MAY 03 2021 =F�'• x•:=y<•t .vfr•^ ; `�.;' .�'... 'Q;°. •Y:. .S. 'eawy`:fx :e'&' '.,.Yy ^..4.Y^,`•'°f x :�$?'^f s':?a �,z m�ae-:� ��' A` ,�, mss:: -• s. ` `f DXA studio 8946th Avenue Architecture PLLC 5th Floor New York,NY 10001 www.dxastudio.com T 212 874 0567 Generated by REScheck-Web Software REScheck Software Version : REScheck-Web . .: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, Compliance Certeficate Inspection Cf'1eC�CIISt ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF DXA STUDIO Ener Code: 2018 !ECC WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS #11 Door:Glass Door(over 50%glazing) 23 0.310 0.320 7 7 Energy SHGC:Win Requirements: 100.0%were addressed directly in the REScheck software EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, (3)#12 windows:wood Frame 114 0.300 0.320 34 36 Text in the"Comments/Assumptions"tions"column is provided b the user in the REScheck Requirements screen. For each DEVELOPED AND PRODUCED SOLELY FOR USE ON AND IN Project 1955 Albertson Lane Alteration and Addition SHGC:0.27 P P Y q (2)#10 windows:Wood Frame requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception CONNECTION WITH THIS PROJECT AND MAY NOT BE SHGC:0.27 80 0.300 0.320 24 26 Is being claimed.Where compliance Is Itemized in a separate table,a reference to that table is provided. Energy Code: 2018 IECC DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM South Wall Existing with New Windows:Wood Location. Southold New York Sectta{a OR CORP OR ANY USE R P 156 zo.o o.0 0.059 0.060 3 a \ \ ORATION F 0 PURPOSE WHATSOEVER x. Frame 16 D.C. :..: \. ... :. \ti\\\: :::: \ :. a,; ::c » Pians Verifl�id ld VertY \ \. ' # \:`Pr in e bort/Ptah Reviat�r Cii1n"'Ilene'• Co ri t its sui'tions Construction Type: - p WRITTEN PERM! yP Single-family \ ..: V7I ._ P• EXCEPT PERMISSION AND DI o `< °° \,:.. ,.. .• � u�e:�\\ `. :.v�►lu�' RECTION OF SlidingDoor.Glass Door over 50/0 glazing) e \\ ( 9 9) 78 0 310 2 4 ` \` Pro'ectT e: Addition \\ \�\•� ��\\ `�� 1 YP A SHGC:0.21 0.3 0 2 25 "'``\'`' DXA STUDIO. :�,... �.:��. :��' :.. � °::. , r.. \>. UPON 103.1, Construction drawings and a. ``S' ,; ❑Complies ;Requirement will be met. Climate Zone: 4 (5572 HDD) 21 #16 Window:Wood Frame 103.2 documentation demonstrate \. _ \.' ❑Does Not 19 0.280 0.320 5 6 [ ] energy compliance for the Permit Date: SHGC:0.24 PRl 1 ener code co Iia A. ❑Not Observable ; OWNER \�\..;. ...;., Permit Number: building envelope.Thermal ;'s; °' ; ; Office Addition Floor:All-Wood Joist/Truss 106 19.0 0.0 0.047 0.047 5 5 �\ ❑NOt Applicable envelope represented on pp LUCY BARNES Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other construction documents, a; .,;: ;:;;.,' ":. Construction Site: Owner/Agent: Designer/Contractor: calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in 103.1, Construction drawings and ` ;::: :.::"::,;.;. 1955 Albertson Lane Lucy Barnes Jordan Rogove p pp P P g g q 9 \:? ❑Complies ;Requirement will be met. Southold,NY 11971 DXA Studio Architecture REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 103.2, documentation demonstrate \\\�\\\�„ \ .;;,; [ Does Not Sou 894 6th Ave 403.7 energy code compliance for \ \ Not Jordan Rogove,AIA ,oA 06/24/2022 [PR311 lighting and mechanical systems. °° i ❑ Observable ; Hp Systems servingmultiple �\\ " \�''' pp 5th FI _ New York,NY 10001 Name-Title Signature C7 a Date \\� `` ❑Not Applicable u, o dwellingunits must demonstrate '3 ±° !compliance with the IECC Commercial Provisions. , 9 aasYg �o�� 1> Heating and cooling equipment Is:\Heating: \\ Heating: ;❑Complies ;Requirement will be met. wMaw.'a ME=. 777777.77,77, ' r OF 403.7:; ..sized perACCA Manua S based I Btu/hr I Btu/hr ❑Does Not Compliance: 6.0%Better Than Coda Maximum UA: 218 Your UA: 205 Maximum SHGC: 0.40 Your SHGC: 0,25 PR2]� i'�on loads calculated per ACCA The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. Manual or other methods ; Cooling: Cooling: ;❑Not Observable ; It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. \ ' approved by the code official. BtU/hr_ BtU/hr :❑Not Applicable Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade ri. assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Additional Comments/Assumptions: Envelope Assemblies 4. New Ceiling above 2nd FI Bedroom and Bathroom: _ 482. 0.0 48.0 0.020 0.026 10 12 Cathedral Ceiling #19 Skylight:Metal Frame 5 0.440 0.550 2 3 SHGC:0.26 Raised Ceiling above Kitchen:Cathedral Ceiling 381 38.0 0.0 0.027 0.026 10 10 Office Addition Wall:Wood Frame, 16"o.c 80 0.0 48.0 0.019 0.060 1 3 #12 Window:Wood Frame 37 0.300 0.320 11 12 SHGC:0.27 2nd FI Bedroom Wall:Wood Frarre,16"o.c. 109 20.0 0.0 0.059 0.060 4 4 #1 Window:Wood Frame 26 0.300 0.320 8 8 SHGC:0.27 #14 Window:Wood Frame 13 0.300 0.320 4 4 SHGC:0.27 East Kitchen Wall-Existing with New Windows: 137 20.0 0.0 0.059 0.060 6 6 Wood Frame,16"o.c. #11 Door:Glass Door(over 50%glazing) 23 0.310 0.320 7 7 SHGC:0.21 (4)#18 Windows:Wood Frame 13 0.300 0.320 4 4 SHGC:0.27 West Wall-Existing with New Windows:Wood 822 20.0 0.0 0.059 0.060 36 36 Frame,16"o.c. 1 High Impact(Tier 1) Medium Impact(Tier 2) ]Low Impact(Tier 3) Project Title: 1955 Albertson Lane Alteration and Addition Report date: 06/24/22 Project Title: 1955 Albertson Lane Alteration and Addition Report date: 06/24/22 Project Title: 1955 Albertson Lane Alteration and Addition Report date: 06/24/22 Data filename: Page 1 of10 Data filename: Page 2 of 10 Data filename: Page 3 of 10 act ori .. .. \. on ie \ +� .\ \. Ixl1 se f ,. \\\... \ .\ \ \ \ \\\.. \ , n rI d. fit d 17eriflacl, \\ \\\. .\\\\ \. o�\ \ \\\\ \.. \ e + \ \ \ \. \ \ \. \ \ » .. \. \\ .. \... \ \.. . \ \ \ \ r ir1 \. ...�\ ... �. . .... .� �.. . \\\� \ \.. \ \ ,� #.,.� i"atAt ,/Ito ) iTt 1#'1 i Tl \ \ \ \ \ \. \.. \ \ tt B eCt 0 #1i! I! S�Y.v,.- `.CtaMrrl@titSlA58tlrr!\ 017fS .. 1'rl ilfit# \...::..o..� �.. IartsVeriftet�_. . @ \\.. l' .\ If \\.� 'r\ti '..� .::� # 'ut�ntlatlons action Ctinrt lid Connm+a Aasu '. i Id 1/er�fied rtt \\ p p p Value \ F \ .... .� .. .... � U � ins C�I� .�. .. � .. .. \.. \\ \\\ i \.. ... .. .. � �\ .. / \ �d#1t �i s .. $ate \. .\ \ 0tlnit7fiLttt Assu ti0»s 10. ...... ... ... .\ .. ... ...�\\..... � ...\.. : . ...� \ ��. <�.\ Vaiu+s�. .:Vold � .\ ..y�\ \\. \ .. \\. • 'Hot water pipes are insulated to R- - ❑Com Iles ,Requirement will be met. 03.2;1��A protective covering is installed to ,❑Complies ,Exception:Requirement is not applicable. 402.1.1, ;Glazing U-factor(area-weighted t U- ; U-_ ;❑Complies ;see the Envelope Assemblies 1~I'il '�,,.:`' zR-3. : � �❑Does Not Ft'�11! protect exposed exterior insulation 1❑Does Not ; 402.3.1, 'average). ;❑ ;table for values. <3 ; ; .:..:. ; Does Not x � ; ; \\\\mss,;,,, and extends a minimum of 6 in,below 402.3.3, 1 ❑Not Observable REVISIONS \grade. ;❑Not Observable: 402.5 I '❑Not Observable Ail, ❑Not Applicable 1 ; ; ; `_ ,,.,,.,:;" ; :❑Not Applicable [FR2] ;❑Not Applicable ; „„`,\T i ; f3 2i. ;;Automatic or gravity dampers are ; r..., '' a;.:y; \, \ ❑Complies ,Re Requirement will be met. 03 `Snow-and ice-melting system controls:❑Complies :Exception:Requirement is not applicable. \ �. \ q PERMIT SET 11.19.2021 installed. ❑ ; I .,< <: \...�\ . t712J Does Not3installed on all outdoor air a: \ \�.\.;::., ❑ ;,�.:\ :., Does Not , ;:Intakes and exhausts. :„ ;;_;' .. <s .a \,, _� X REVISED PERMIT SET \ 303.1.3 LI factors of fenestration pr \ 05.13.2022 R � ❑Complies ;Requirement will be met. :,}n: ❑Not Observable '❑Not Observable ': ; ^:\ FR4 are determined .\ \:? [ I e ned in accordance \„ \;.,; ❑Not Applicable I ;:... ❑Does Not :; `°<i \ ...:: ;with the NFRC test procedure or � ` \ .� ❑Not Applicable S PERMIT SET 06.24.2022 >.,.• � � #2 REVISED ;taken from the default table. \'_ '. ❑Not Observable ; Additional Comments p Additional Comments/Assumptions: :; : ;, ; /Assum tions: ❑Not Applicable 402.1.1, ISkyl{ghtLl-factor. ; U-_ ; U- ;❑Complies ;See the Envelope Assemblies 40'2. 1 1 j ;❑Does Not table for values. 402.3.6, ; 402,5 ; �❑Not Observable [FR5]1 ! ; ;❑Not Applicable [ I : ; , 402.4.1.1 !Air barrier and thermal barrier \\\ . : \\ ;v,\, \ \\\\\,\ ;❑Complies ;Requirement will be met. [ ] Installed per manufacturer's \_ ❑Does Not =instructions. \' "; []Not Observable ; \ `\ _&, ❑Not Applicable Pp 402.4.3 Fenestration that is not site built "`'jO9, ; ",R,'" ' ''',, e °= ❑Complies ;Requirement will be met. [FR20]1 its listed and labeled as meeting `\\ 'aid ; :.\ o \ ❑Does Not IAAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC \\ ❑Not Observable ; p "\ \ �' ❑NOtApplicable 400 that do not exceed code \ y limits. `c: ... SIC-rated recessed lighting fixtures ' ? `, ( J 9/ \\,, \_}\;\\\\\\\\, ❑Complies Exception:Requirement is R�� sealed at housing/interior interior finish \\ \ ; ❑Does Not :not applicable. land labeled to indicate s2.0 cfm \ " \ ,: leakage at 75 Pa. ` "`^ ❑Not Observable , PROJECT NAME \\\\� ,❑NotApplicab{e 4033,1 ;Supply and return ducts in attics \\ k \ ' ❑Complies ;Exception:Ducts located [FR12]1 !insulated>=R-8 where duct is \\\ " ❑Does Not completely inside the I>=3 inches in diameter and>= h: � = � ;building envelope. 1955 ALBERTSON R-6 where<3 inches.Supply and " ,: , `\\y: ❑Not Observable LANE return ducts in other portions of `:' ��` :' "`:'❑Not Applicable ,the building insulated>=R-6 for <s r _ SOUTHOLD NY 11971 ,diameter>=3 inches and R-4.2 °• y\\.,... ,":, f :for<3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter ❑Complies ;Exception:Requirement is [FR13]1 boxes are sealed with M� i..\ ` ; DRAW! I \,• ❑Does Not not applicable. NG NAME ;joints/seams compliant with •:.;:,,, , ,,, ;? , \,;;, ;International Mechanical Code or y:: \ ::, :•: . ❑Not Observable , \ .; \ ❑Not Applicable International Residential Code,as `: ' <: ,� RESCHECK & 'applicable. '\ ` :." \"\ ::... Building cavities are not used as a \`, `;;`\ \\; ❑Complies Requirement will be met. i t FIt1aJ� <aducts or plenums. \" ;; ;`\ Does Not ENERGY CODE COMPLIANCE ❑Not Observable i' ❑Not Applicable 03.4,. 'HVAC piping conveying fluids ; R-_ ;\R-_ ;❑Complies ;Exception:Requirement Is FlTi7 cpabove 105 QF or chilled fluids I ;❑Does Not ;not applicable, SEAL+SIGNATURE DATE 06.24.2022 L ;;below 55 QF are insulated to zR- I ; ; PROJECT NUMBER 21.50 13 ; ❑Not Observable . ." I ;❑Not Applicable ED A 403.4.1 !Protection Of Insulation on HVAC \ \?, ,>.. ❑Complies ;,Requirement will be met. �� i� FR24 1 I i in \`\ '"`\ ❑Does Not ` 9 [ l ,pp g. -: ��;,: : ,,•.,' \\�, ,. p DRAWING NUMBER \\ p \\`�\, ❑Not Observable ' � Q ❑Not Applicable �.� EN-100.00 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact{Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) "9�', •3,2478 �(� Project Title: 1955 Albertson Lane Alteration and Addition Report date: 06/24/22 Project Title: 1955 Albertson Lane Alteration and Addition Report date: 06/24/22 Project Title: 1955 Albertson Lane Alteration and Addition Report date: 06/24/22 OF N" PAGE NUMBER Data filename: Page 4 of 10 Data filename: Page 5 of10 Data filename: Page 6 of 10 © DXA Studio 2022 TOWN OF SOUTHOLD D.O.B. BSCAN DXA studio 894 6th Avenue \. \.. \ Architecture PLLC Floor \ \ _.. \ \ e \ \ \\o. . \ \ \\ \ 'ons eFeid ateifiecis ve fi d. .lFi td iter9fie8 .. \, V \ r( e \ \\. New York N \ \ Y 10001 .. ..� .. ...�. .. i Comments/As tid�lx` ,>. .... ... _.... .•. _ . . l Plans Verified Fle�d:l7bll�fied .. . ... .... . . >.�\• \„�nsu��lan�ns an dam les. Carne 1 i3 ,..#„ \ Final ln� ec'tidrt f'+rav�s�ans.,,. �.�. �... _. ,..�.,,. \ Cann IesF ComrnelrtsiRa�u?n tions \\ \ ,, \;.... IP \. P. PI \ i I e inn i s ect an1P a on1 �Tie7 Cwrltlnerit Ya foe Va u \ .... VallaB Values s! sum tions .. \ , P \ ...\�. \ > .. ..... ...�..�\ \\\\ .\ .� ..... .... . . . ..... . .�,.... \\ �.:.> �': ani .�.. � ... . <. ..> ,...�. \ ......�. .�\\\. \ \.� \\ �t�t � \v��..\ � 11k7.. �\ . . ...\ \ . \\ www.dxastudio.com`. : . � Rie .i17 .\\";,.: �\o�:";;:,.• , �\�o\; _.�� ` T 212 874 0567 , •,•30 .1 All installed insulation is labeled \;„. ,: ❑Complies Requirement will be met. 402.1.1, Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies „ y pi�,1.,r,..;All mechanical ventilation ,< \ ❑Complies ;Exception:Requirement is R-v I es ❑ 402.2.1 ; ❑ table for values. ,,,•„ >,,.or the insta led a u , Does Not ❑ Wood Wood Does Not „: ,\,,\,. ❑ F#25) \ 9 fans not part of tested an ❑Does Not not ap licable. rovided. rs .•.\ 402.2.2, A5: : .;• PpSteel Steel \.;:?' HVAC e ui ment meet ef\ \.Not Observab e '❑ ❑ Not Observable \, � q P � \ \. d 402.2.6 Not Observable .\ .\ and airflow limits erT O\'\..o. S ; ; ; \ P., ❑Not A licable x ❑Not A licable a'❑Not Ap licable 402.1.1, Floor insulation R-value. ; R- ; R ;❑Complies ;See the Envelope Assemblies ; ; ; ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, r . . ; Hot water boilers su I i \ \� :;° ::: '<❑Com lies ;Exce tion:Re uirement Is 402.2.6 j❑ Wood ;❑ Wood ;❑Does Not ,table fo values PP Y . ,,, P P q[IN111 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. Fib , through one-or two-pipe _°' ;\ ❑Does Not not applicable. ARRANGEMENTS AND DESIGNS REPRESENTED OR .❑ Steel ❑ Steel ❑Not Observable °303.2 manufacturer's instructions. ❑ Y;;� s stems have outdoor seREFEDoes Not '. �1 ��e: �?�.�•;, ,Not Observable RRED TO ARE THE PROPERTY OF DXA STUDIO ed eve ::: control to lower boiler wa ,. ,❑Not A licable [FI2] �Blown insulation mark �:: ��",c"=� ,,.�, ;:... ��\ � <::�::_ „�•. \..�. �., ;_i . ❑ ❑NotA licable WHETHER THE P\ . : �. . N t ry I2 •, •�\„� ,�•..•� . ; �� o obse ab a pp � ROJECT FOR WHICH THEY A30o ft. temperature based on ou .;., ,... RE PREPARED IS \.\\.. \.°: a` \ . �` PP ; tem erature. a\,• a ed per a= ❑Com lies Re Requirement will be met. P \ > EXECUTED OR NOT. THEY ARE CREATED EVOLVED 303.2 Floor insulation install p q P ::::.: :_ ..r. , r \ \ permeable ❑ I es E e tion.R it nt \,:'S . \ (12.2 3> Vented attics with air Com i xc e u eine ss t?3.e.i Heated water circulatwn s stems >.,\,\,.r ::`:.... <._;;`\\ ❑Com lies Exce tion: Re uirement is 40z.z.8 manufacturer's instructions and \ ❑Does Not P P q Y a.:? \ P P q DEVELOPED AND PRODUCED SOLELY FOR USE ON AND IN 1 \ not applicable. i~1�8 �\:. have a circulation pump. . . .; \,.,,,y.. . i \.•.,��;, ;�`�:,;..•.. � F#z2l ,�,..,�insulation include baffle adjacent '•`_ :.•..; •• i�\\,;:;;- �"�\\\\�,. ❑Does Not ). P P a. _.... _. ❑D Not =nota applicable. IN2 in substantial contact with the \� •\•_. ,,\\\\, pP [ 1 ,\ . a. , v = \\. \ ..., a..��. .. .\. �... . , Observable �\...... Not Ob ry \\.. \.., ... .❑ \.. .. .. t v is that � . .. . , to soffi and ea even ::.., ; ..:>•>.,�;; ';:,:'::'.:: :::.; oes o �. �::>. _ CONNECTION WITH THIS PROJECT AND MAY NOT BE underside of the subfloor,or floor y = system return pipe is a dedicated •:?:: ;,_,•:,, \ .:..:.,. ... a .. z \.. _: \ Not Observable \: o,:;, `. .,.<,; ::� .:.:\..... .: ❑ ; e �: \ ❑Not Observable , <..�� :.. ❑N tApplicable xt n v r in I ti n. � .:<..• . .\�:•_�:.. � a...= r t r i r I w ;>z.... +..:a��>.:..., �.��_ . vi insulation is in :.` o e e ds o e su a o \\ . ,, , e u n p pe o a ca d ater supply • DISCLOSED OR GIVEN TO OR USED BY ANY PERSON FIRM framing cavity w, q .\... M.:; . ' ❑NotA licable ! \ `. \\.: .: Pp : Not Applicable I , . PP the to side of „•:.. . :. .:: .::.:.: \ :., .. contact with p \o a .• pipe.Gravity and thermos .., ❑ \, \, OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER, .,. \ ,. 1 syphon circulation systems are \\ 402.2.4 !Attic access hatch and door R R ❑Com lies ;Re Requirement will be met. YP Y sheathing,or continuous -\: :<. \\:. :?.\ ..� P q a :, \;, \�, \ ` . i ; :r .: '1 \.,. EXCEPT P FI3 insulation aR-value of the ❑ :.. \.not present.Controls for _,,; :,; UPON WRITTEN PERMISSION AND DIRECTION OF insulation is installed on the r ,<; [ 1 Does Not ; ._: !ad'acent assembly, . , underside of floor framing and \ DXA TUDIO. circulating hot waters stem ,❑Not Observable \ 9 Y S \\ \\, pumps start the pump with signal extends from the bottom to the \,.. •• z .. .:' '❑Not Applicable for hot water demand within the ) rtop of all perimeter floor framing ': :, '`• ; occu anc .Controls ?.;.• ` \\ <,..;;. •:<s members. ` 3 402,4.1.2 ;Blower door test 50 Pa.<=5 \,, ^' ;;\ R \ . OWNER i @ ACH 50=— ; ACH 50=— ❑Complies ;Requirement will be met. P Y \ \:` , �\ \... i i automatically turn off the pump .g \..• ❑Does Not \.... .,,•.: , 402.1.1, Wall insulation R-value.If this is a: R- I R- ;❑Complies ;See the Envelope Assemblies [F117] ach in Climate Zones 1-2,and ] \\ <=3 ach in Climate Zones 3-8. : ;:, o when water is in circulation loop ;,, a ;.,(:` ,;•,;\\\; ,;_ 402.2.5, ,mass wall with at least'12 of the Wood Wood ❑Does Not table for values. , \ \ , ❑ ❑ I ❑Not Observable ', C,\\ is at set-point temperature and \;' \:. ;,” :•..;:.• \' LUCY BARNES 402.2.6 wall insulation on the wall Mass Mass ' no demand for hot water exists. \ '_ : NN ❑ ;❑ ❑Not Observable ; ; ; " [1N3]1 exterior,the exterior insulation ❑Not Applicable ..\\. E ; Steel 1❑ Steel i❑Not Applicable t1,, Electric heat traces stems \? °,' : []Complies !Exception,R i m nt i requirement applies(FR10). ❑ APP 403.3.3 Ducts are pressure tested to —cfm/100 ; —cfm/100 ❑Complies ,Exception:Requirement iso \ 3 Y \,;,,., \\\ ,. pequ re e s I [F127]1 determine air leakage with ; ft2 ftz ;❑Does Not not applicable. F, acomply with IEEE 515.1 or UL \ \ �\? \; ❑Does Not not applicable. i 1 ; • ' 1515.Controls automaticall \ ” a\, either:Rough-in test:Total '\ Y \ ,� . '❑Not Observable ° ° adjust the energy input to the `' ;.; 1❑Not Observable , Ileakage measured with a ; 1 gY p \\ ;_ ._•; `;.;, 3.2 Wall insulation is installed per ❑Com lies 'Requirement will be met. y\,a:: ., 30 p , ••; P q ❑Not Applicable .\\heat tracin to maintain the \\: ❑Not Applicable , , : . a \\. ;;. , a,,•,,• .• \ !pressure differential of 0.1 inch9 ,.... [IN4]1 :manufacturer's Instructions. ��< " a ,• ;: ;;,• „\;;,; \o i`; ❑Does Not ; w r the m including \, ;; desired water temperature in the \.. <.: ..a....,,,.. .:.; ....::.:..:• I .g.across a syste ; ❑Not Observable the manufacturer's air handler ;� ,y piping. ,�,_ � � �._` .\��•�� ' .:�• a�\\.'�,��o:i�:��c\\:= �\\\� , I , , , , ..: ..\a��•,p , 1 \:;:FSO;\ ;.• �:.:; .>. \.. : ❑Not A cable !enclosure if installed at time of 1 ; 3 °s'= r:: \ \\\ PP ; t test: I (12 \\ Demand recirculation water <.. °” ❑Complies Exception:Requirement is test. Postcons ructionTota 130 , systems have controls that „` `:�y; ! " s _• ❑Does Not I not applicable. Additional Comments/Assumptions: leakage measured with a manage operation of the pump ` __ \ ; pressure differential of 0.l inch ; ; ; \`" ❑ P 9 P P P \ :. ' I and limit the temperature of the Not Observable ' a..: \` " ❑Not Applicable w.g.across the entire system ; ; !water entering the cold water `• '• including the manufacturer's air piping to<=104-F. `"' \ 1 P P 9 ° handier enclosure. 0:3wF, Drain water heat recovery units °: o<; •, :;',. 3,i A❑Complies 'Exception:Requirement is 403.3.4 I Duct tightness test result of<=4 ; —cfm/100 ; —cfm/100 ;❑Complies :Exception:Requirement is #'31]? Itested in accordance with CSA ;,: ❑Does Not :not applicable. [171411 lcfm/100 ft2 across the system or 1 ftz : ftz ;❑Does Not :not applicable. � �g ;,.',\, _;y 55.1.Potable water-side `,"'p <=3 cfm/100 ft2 without air ,\._` " `_?. `° a,c=\\<;, ;,�❑Not Observable ' ❑Not Observable ' \ ;;\ pressure loss of drain water heat ,,,�� ,, ; handler @ 25 Pa.For rough-in pa, c []Not Applicable ' ! g 1 : ; �recovery units<3 psi for •� ff\��\��.�°��;\`�.\G,5>:.:; :•� PP , tests,verification may need to ❑Not Applicable individual units connected to one \a :• \u` ' : !occur during Framing Inspection. : : or two showers.Potable water- .: :\side pressure loss of drain water 403.3.2.1 ,Air handier leakage designated `.\�c> ❑Complies ;Exception:Requirement is \ P ;•,,. ._. \.. a\.\. \•,: \.,_ ::.. heat recove units<2 si for FI24 b manufacturer at<=2 °of I' rY P [ ] Y / �• ❑Does Not not applicable. ,��••;, \�.. \.. , •\..•�` individual nits connected t � u o design airflow. •�,, -:\•o•=. \ \ Not Observable .` ❑ 0 ,three or more showers. ❑Not Applicable \ o \a y❑Com lies ` :Requirement will be met 404.1 90/o or more of permanent ��:•�\y,�� ,$ ,;.�\;';,•;••_ ��;: p ,Re u' , �`'t;.<: ,; `amp>a:.w'.. ..... •,s 1 =\a\\ .�\•\.;. ;s.;x\:.:., �� , , 4(#3. . Programmable thermostats ,: ;,`„ :. ;,;• \ ❑Complies ;Exception:Requirement is [Fi6] fixtures have high efficacy lamps. \ \,\ ❑ , a. \” \ .\ :,;:: I Does Not installed for control of primary ,.; ;;:> _ ,❑Does Not !not applicable. \y\ ,. .; ; I{ ❑Not Observable heating and coolingsystems and \.... \<,\\:. I ; \\.\\.. \. s \ \. .. \\\ ❑Not Observable \"`\o ....:._10, :;. \. . \,.. initial! set b manufacturer to ( \... ., \ _..:\ ;:: \ \ ❑ Applicable ; code specifications. \ ;, pp!cable \ Not able \\ P have Requirement is ❑NotA I' ; 4A,:#,.1., 3Fuel gas lighting systems " \ ❑Com lies :Exception:Re u' t„a' <, „ I2,,i no continuous ilot li ht. "'`° 403.x,.2 Heat pump thermostat installed "'_°\ ❑Complies Exception:Requirement is I p 9 ❑Does Not of applicable. on heat pumps. 1 not applicable. `" ' [ tJ: P P ❑Does Not PP \ A .:.:> \\ ;< \�\\\\. ;:` . ❑Not Observable , \\<.:\\ _ \ ! °' ❑Not A licable ,\ []Not Observable PP ;\e ; =\:a ❑NotA Applicable Compliance posted. .❑Com lies Re u'r t \� PP 01.3' C p p _;� � P q s emen will be met. \. []Complies oes of 403.5 LA,,A Circulating service hot water ,_,,, _ < Requirement is ., \.;,, \.. ••\�.<. .;�.... �\.. 5\\.> .�:�x , s stems have automatic or \ \ ;notapplicable. Y \>.\` \.\\\?• \\\\ Does Not \a .:.\ •. \ a\.,"Not Observable , ..•.:': = accessible manual controls. . :: ; : .. \ .. <_ ....�:..,..•. .< :a\..� <.... ❑Not Applicable ,..\\� .... . ..\�. Not Observable ....\s, .'�i::= 0\\. •\ .... \\ ❑ \\. PP ,. .?°` _.• \;\, \\�❑Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) 3, Low Impact(Tier 3) 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1955 Albertson Lane Alteration and Addition Report date: 06/24/22 Project Title: 1955 Albertson Lane Alteration and Addition Report date: 06/24/22 Project Title: 1955 Albertson Lane Alteration and Addition Report date: 06/24/22 Data filename: Page 7 of 10 Data filename: Page 8 of 10 Data filename: Page 9 of 10 y action \. _\��\�;�� \FIar►s'�erified ��d�Verifiec!�:�...:_;. �. # 'Final insl3Oction Provislans.. "` :Vale Value Campil r 2< Carnerleats/ ssexrei ltidris u \ :.. Re .iC► : . _ . .v. . 2018 IECC Energy 303.3• 3 Manufacturer manuals for =° o:-T',,,'::<.�❑Complies ;Requirement will b-,met. Flt :mechanical and water heating ❑Does Not ! systems have been provided. Efficiency Certificate .j .;\y \ a \ :�. �..... ";�. \\,.` 'a❑Not Observable i a ❑Not Applicable Additional Comments/Assumptions: 1777 REVISIONS Above-Grade Wall 20.00 PERMIT SET 11.19.2021 Below-Grade Wall 0.00 REVISED PERMIT SET 05.13.2022 Floor 1.9.00 #2 REVISED PERMIT SET 06.24.2022 Ceiling/Roof 48.00 Ductwork(unconditioned spaces): Window 0.30 0.27 Door 0.31 0.21 Skylight 0.44 0.26 Heating System: Cooling System: Water Heater: F7777 7- Name: Date, Comments PROJECT NAME 1955 ALBERTSON LANE SOUTHOLD, NY 11971 DRAWING NAME RESCHECK & ENERGY CODE COMPLIANCE SEAL+SIGNATURE DATE 06.24.2022 PROJECT NUMBER 21.50 SDA DRAWING NUMBER Q�pAUC 4g�o%tS� 1 High Impact(Tier 1) Medium Impact(Tier 2) 3'1 Low Impact(Tier 3) 7 Rn Project Title: 1955 Albertson Lane Alteration and Addition Report date: 06/24/22 Data filename: Page 10 of 10 (P �� EN-101.00 41 32416 ,>ld �Ofi Nt`' PAGE NUMBER © DXA studio 2022 TOWN OF SOUTHOLD D.O.B. BSCAN PROPOSED PEAK LEVEL _ ARCHITECTURAL ASPHALT ROOFING W/15x FELT OVER (2) g}^LVL RIDGE B DXA stud i o CDX PlVW00D W/ICE&WEATHERSHIELD® 2501/211 PRIMETRS&VALLEYS 894 6th Avenue EXTERIOR SHEATHING 5th Floor AflCHITECTURAL ASPHALT ROOFING W/15#FELT OVER�" EXISTING RIDGE BEAM Architecture PLLC PERIMETERS&VALLEYS WEATHER SHIELD® New York,NY 10001 2%8 RAFTER,16'O.C. EXISTING EXTERIOR SHEATHING www.dxastudio.com T 212 874 0567 ORIGINAL PEAK CLOSED CELL FOAM INSULATION.R-48 EXISTING 2X10 RAFTER CLOSED CELL FOAM INSULATION R-48 201-41/211 (2) 9}^LVL RIDGE BEA CLOSE CELL FOAM INSULATION,R-48 ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, STA NDING SEAM METAL ROOF OVER ARRANGEMENTS AND DESIGNS REPRESENTED OR TAR PAPER ON i'CDX PLYWOOD REFERRED TO ARE THE PROPERTY OF DXA STUDIO REMOVE EXISTING CE"'NG""DJOIST ADDITION PEAK 1z BAZER FASCIAE°ARD• WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS CENTER VENTED BEAD VINYL SOFFIT EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, SECOND LEVEL NEW 2X6 RAFTERTIEBATEVERVTHIRDEXISTINGRAFER I II DOUBLE TOPHEAOER ABO DEVELOPED AND PRODUCED SOLELY FOR USE ON AND IN AT TOP 16 01/2 (ALL WINDOW°UN UNITS 2X8 RAFTER,16'O.C. CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM 9'-01/2" OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF (2)2 n 8 HEADERS ABOVE ALL WINDOW UNITS / / DXA STUDIO. OWNER STANDING EEA. 11,30 BATTBEDROOM #3 LUCY BARNES SECOND LEVEL AR PAPER ON g CDX p`ROOF OVER R-20 INSULATION BETWEEN FFLLOORSON 91-01/211 2 X 12101ST.S6O C. REFERENCE STARTS AT 0'-0" DOUBLET P PLATE R-20 INSULATION - 2)2 z10 HEADE SABOVE ALL WINDOW UNITS R-19 BATT INSULATION FIRST LEVEL &3'ROXUL 7 0TrrT' 011 EXISTING 2 X 12101ST, 10 16"OC 1111111 11'1111 1 I OFFICE GALLERY SPACE EXISTING CRAWL i = U REFERENCE STARTS AT 0'-0" I I FIRST LEVEL R-201NSUUTION SPBCLOSED CELL FOAM II O I I � - O'-011 N�V�%8 ttO0R JrMcT - - EXISTING 2 X12 JOIST, EXISTING 2X12JOIST, II 1 1 16'O.C. 16"0 C. 1 1 NEW EXISTING CRAWL E IS'-ING FOUN DAI ION WALL i i _ C AWL SPACE SPACE LL: 1 1 — ALIGN q SPACE EXISTING CRAWL EXISTING FO TI G ` - L---J — EX! IN 3 FQATIfVG- q NEW f00�fIN NEW FOOI�IN EXISTING 0 TI G, II II II V.I.F. — I CRAWLS ACE,V.I.F.EXISTING OPENING NTO I --RIFE T 5 3 DETAIL-KITCHEN VAULT FRAMING 1/2" = 1'-0" E OP 10 STING F I NWA C A L S PACE,3'X ' E ISIIII G,V.I F. ARCHITECTURAL ASPHALT ROOFING W/15#FELT OVER If (2) 9}"LVLRIDGEBCA CDX PLYWOOD W/ICE&WEATHER SHIELD PERIMETERS&VALLEYS NEW EXTERIOR SHEATHING NEW 2X10 RAFTER 2 DETAIL-MASTER BEDROOM FRAMING 1/2" = 1'-0" 6"x 6" POST SECOND LEVEL NEW 2X6 RAFTER TIES AT EVERY THIRD NEW RAFTER SUPPORT FOR LANDING AT TOP PLATE 9'_01/211 (2)2 x 8 HEADERS ABOVE _ - —————————— OPENINGS FOR SCREEN T \\ 6"x 6" POST i i i I i REVISIONS SUPPORT FOR DECK JOISTS zo L J 5'-0,, L--- UNCONDITIONED N r_I__ r-__� PERMIT SET 11.19.2021 SCREE" SCREENED PORCH p ❑ REVISED PERMIT SET 05.13.2022 Ei, I I I 1 I k;; #2 REVISED PERMIT SET 06.24.2022 6"x6" POST I --4---------+ - --I----------- ;:....: I ❑ I I I ''1 .r;. ` �}� :: ' �.�:c!(1:.' fin'": '�' ?�", "` •�' ' I .r r SUPPORT FOR LANDING IL _jI I 1 ' L _j ,i III ;.f III 1 III '� III FIRST LEVEL 4 ''' EXISTING STEPS CONNECTING THE CRAWL SPACES I 111 1n 1 �F 111 III III ©1-011 NEW 2 X 12 JOIST,16"0C. F- -1-� 1 1 --� III P 111 111 2'X2'X1'CONCRETE I I -1 El I I ❑ 4"x 4" POST 1 1 1 iii iii FOOTING,TYP. 1 J I I I I I : .5 SUPPORT FOR RIDGE BEAM 111 111 111 i--1--J LL I a• 1 1 1 1 I I I I I 1 -'i�--I r J.•€. . �., (- 171-7 1 d I 1 0 I 4-On n I L-ITI-J L J.. L_III_J E EQ 4- NE F OTIN 111 i--I-- r i--� �---- nl E E R N W�-0OTa N J I I ---REP R 0 /'S�60-- b I I I❑ I ❑ y 111 (3) 11$" LVL GIRDER EXISTING OPENI G INTO 111 2" I SOIQOTIIB PIER WITfT - PSTIL I I 1 I iii CRAWL SPACE,V I.F. PROJECT NAME L_I__J L�__J L___J � 1 I I 111 III I 1955 ALBERTSON LANE 1 O 31911 III SOUTH 1 F_ ��;�; :t :: ..n:g } , OLD, NY 11971 I Q I I I I 3• I r I F- I ---1 r---7 >:;, I I I I I I L_111_J L J L_ :'° � DRAWING NAME °_ 1'-10" 1 ___ I I❑ I ❑ I EXISTING CRAWL ACCESS STAIR 11 4 DETAIL-SCREENED PORCH FRAMING 1/2 - 1-0 I —r T , I 1 1 111 NEW OPENING INTO L___J L+__J L___J CRAWL SPACE,3'X3' O = FRAMING PLAN + DETAILS ». (4) #4 REBAR EACH WAY I III , 3" FROM BOTTOM � , --7 '-o" F_ 5'-10" ;.: Vii, U P ' 1 �❑- I -------- 1 _� I >vV 2' X 2' X1' CONCRETE FOOTING L___J L___J '> SEAL+SIGNATURE DATE 06.24.2022 vev�,� c r_�w I : . NEW FOUNDATION FOOTING FORTHE OFFICE ,g°E'9' PROJECT NUMBER 21.50 t� �RED��C DRAWING NUMBER NEW FOUNDATION WALL FOR THE OFFICE O d c °d a NEW E N S-100.00.00 UNDER OFFICE d 32478 PAGE NUMBERfi �d p © DXA studio 2022 2-0 1 BASEMENT FOOTING LOCATION PLAN 1/2" = 1'-0" TOWN OF SOUTHOLD D.O.B. BSCAN 5 PLAN-CONCRETE FOOTING DETAILS 1" = 1'-0" N EXISTING FOOTING DXA studio 894 611 Avenue Architecture PLLC 5th Floor (4) #4 REBAR EACH WAY New York,NY 10001 3" FROM BOTTOM www.dxastudio.com T 212 874 0567 2' X 2' X1' CONCRETE FOOTING e ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS PROPOSED PEAK LEVEL _ ARCHITECTURAL ASPHALT ROOFING W/I5N FELT OVER�" (2) 9}"LVLRIDGEBEA Q EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, 251-01/211 PERIMETERS D& N ° ° . DEVELOPED AND PRODUCED SOLELY FOR USE ON AND IN P`RIN`TERS&VALLEYS EXTERIOR SHEATHING ° a s CONNECTION WITH THIS PROJECT AND MAY NOT BE • ° a DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM 2X8 RAFTER,16"O.C. OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER, O • ° EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF ORIGINAL PEAK CLOSED FOAM INSULATION, d DXA STUDIO. 20'-41/211 (2) 9?"LVL RIDGE BEA 2'-0"/111 OWNER CLOSE CELL FOAM INSULATION,R-48 LUCY BARNES STANDING SEAM METAL ROOF OVER TAR PAPER ON j"CDX PLYWOOD _ 4 PLAN-CONCRETE FOOTING DETAILS 1'I = 1'-0" ADDITION PEAK Sx BAZEKFASCI , CENTER VEMBEAD VIED BEAD VINYL SOFFIT 16'-01/211 DOUBLE TOP PLATE I (21 2 x 8 HEADERS ABOVE 2X8 RA R,16" C. ALL WINDOW UNITS BATHR90M #3 i i i I I m R-201NSUTION 12-o R30 BATT NSULA ONSECOND LEVEL BETWEEN FLOOR DOUBLE TOP PLATE :.I 91-01/211 2 X 12 JOIST,i6'OC. NEW 2 X 8 JOIST,16'O.C. _ (2)2 x 8 HEADERS ABOVE ALL WINDOWUNITS 2X 12 JOIST.16"O.0 �I N (2)9 1/2"LVL DROPPED HEADER BATHROOM #1 2X8 WD JOIST, 16 O.C.TYP. FOR LANDING ( — I REFERENCE STARTS AT 0'-0" FIRST LEVEL R-201NSU ATION R-19BATT INSULATION &3"ROXUL 0' 011 EXISTING 2X 1250157, - 16'OC 4 4 (3)11 LVL DROPPED GIRDERAl � � 5 SECTION THROUGH THE LANDING 1/4" EXISTING CRAWL > 10 SPACE 0 NEW co R 0 / 1d0-- - XI TI G �00f4tG-- NE W FOOTIN E F OTING EXISTING OQTIPIG -- i I I I I I I I I I I I I I I I I I I I I I 1 I I 1 I I I I I I 1 I I I I 6"x 6"POST BELOW THE LANDING REVISIONS 3 DETAIL-MASTER BEDROOM FRAMING 1/2" = 1'-0" TMP' PERMIT SET 11.19.2021 REVISED PERMIT SET 05.13.2022 2X8 WD JOIST, 16 O.C.TYP. FOR LANDING #2 REVISED PERMIT SET 06.24.2022 i 6"x 6"COLUMNS ON THE DECK 9" i TYP. 6"x 6"POST, / \ EXISTING BOW TMP" WINDOW ROOF NEW 2X10 RAFTERS @ 16"O.C., EXISTING 2X10 RAFTERS @ 16"O.C., I 2X8 RAFTERS @ 16"O.C. 1 N CONTRACTOR TO CONFIRM SPACING CONTRACTOR TO CONFIRM SPACING I 6'-0" 5'-10" ❑ 6'-0" 5' I } Li i q \\\ 1 \\I I l o - I I \\ I I S 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 ;k: \\\ ❑ ,� \\\ ��' PROJECT NAME \\I I ❑ 2X12 HEADER FOR DOOR Al/.10 !prEN TO ABO AULTED CELING EXI TING/AREA OF NO WORK NEW12X6 FTEI)\TIES I I ( I ,' I S" 4"POT I� 6EAM I I 2 191" IVL RI I GE B I \\ ,� 2X12 HEAQER FOR BOOR AYS �� 1955 ALB ERTSON LANE I I \I OPEh TO 6E O I AT EVERY IRO ��\ N T BEL W OI 2 Q � \ 1 i TO BRACE EW RAFTERS P I,, I I SOUTHOLD, NY 11971 I I I I I I I NEW 2X6 R TIE AT I I � � I I I � I __ I� EVE YTHI D FTERTO - DRAWING NAME I I EXISTING GE B10ARD I I � � R4 ( I 4"�4"POST I I I I � \, < BRA 1E EXI I RAF ERS I SU,PP RT FOR IDGE BEAMI Ex'IrEN $Toc�AWL�PACE1TYP. l SECTIONS No II 1 1 1 \ \ I ST(2) 9z� LRIB M SUPPORT FOR RIDGE BEAM •x°(2> 2„Lvt RIDGF BEAD POST SUPPORT IDGE BEAMI C I I � I I I ” I 4x4" POT iOR RIDGE BEAM I \\ \\ b SEAL+SIGNATURE DATE 06.24.2022 � El GPROJECT NUMBER 21.50(2) 91 LVBEAM 10mDAq DRAWING NUMBER aIle j I I of I I J � � . I I I I I ► I I I .� ' � of \\ I I I I I I I I oc $ � I1 II II II II I I 6"x "WObd\PO\ �11I_ II 1I I I I II I TYP. I L_ , I I I I I I I I I I I I I N I 10100 I I RAFTE�SOQ 16•D.6. �` S_ 4• 12'_4" 11'_311 �� 0 o M o I I o i I I I I I "�'1, �za •,�O _ F 4�� PAGE NUMBER o o_ o N o in �� v) I I I I I I I I ©DXA studio 2022 I I I I I I I I I I L — — I— ❑ J TOWN OF SOUTHOLD D.O.B. BSCAN Y� 2 1ST FLOOR PLAN-FRAMING 7-1/`�= 1'-0" N g 1 2ND FLOOR PLAN-FRAMING 1/4" = 1'-0" `n DXA studio 8946th Avenue Architecture PLLC 5th Floor New York,NY 10001 www.dxastudio.com T 212 874 0567 2ND FLOOR WALL ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, DEVELOPED AND PRODUCED SOLELY FOR USE ON AND IN CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM 1ST FLOOR WALL OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF DXA STUDIO. WOOD JOIST OWNER STRAPPING TO BE ATTACHED TO WALL STUDS @ 48" WOOD JOIST P844 POSTANCHC LUCY BARNES OC AND ALL WINDOW/DOOR OPENING JACK STUDS CONC.SLAB(AS RE GIRDER/HEADER GIRDER/HEADER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION 11_Fr�0", m 411 - LSTA36 1-1/4"x36" 16ga. INSTALL 4'0" O.0 AND JACK WOOD JOIST DECK PIER PER PI 8" STRAP STUDS ON ALL OPENINGS LOCATION USP NUMBER DESCRIPTION APPLICATION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE INSTALL 4'0" O.0 AND JACK JOIST TO RT10 TYDOWN CONNECT TO F 811 - LSTA48 1-1/4"X48" 16ga. SUPPORTED WITH THE PROPER STEEL CONNECTOR. IFABLE, q STUDS ON ALL OPENINGS GIRDER/HEADER ANCHOR EA.JOIST SET FIR JOISTS APPROX. 1/2" HIGHER THAN LVL HEADER TO M 8„ DIA. 16” STRAP ALLOW FOR SHRINKAGE& REDUCE BUMP OUTS. CONIC. 7 JACK STUD 3/8" = 1'-0" 6 SPLICED JOISTS OVER HEADER/GIRDER 1/2"= 1'-0" . 5 JOIST CONNECTION 1/2" = 1'-011 Fi7 STOOP DETAIL 1/2" = 1'-0" STUD WALL FRAMING OFFICE R-38 CLOSED FOAM SPRAY 2 X 8 WOOD JOIST.16 O.C. i. PRESSURE TREATED SILL PLATE :ti,.• •; {< ANCHOR BOLT II KING STUD (2)13/4 X117/8 LVL'3 DOUBLE JACK STUDS AT WATERPROOFING MEMBRANE BOTH JAMBS.4"BEARING ON JACK STUDS. I CRAWL 8"CMU BLOCK CRIPPLE STUD -��-� —�_� — _ E SPACE 0 HEADER °o 2�'CONC.MUD SLAB 1WR EXPANSION JOINT JACK STUDS 3 HEADER DETAIL 1/2111-0 —TI�.TT�I— T WOOD JOIST l— — FOUNDATION DRAIN - - BLOCKING - - - n-�T' LOCATION USP NUMBER DESCRIPTION APPLICATION WOOD GIRDER -- ALL OPENINGS LSTA12 1-1/4"x12" 20GA.STRAP APPLY TO EACH JACK STUD DOUBLE TOP PLATE 2 FOUNDATION WALL DETAIL 1/2"= 1'-0" REVISIONS PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPACED PERMIT SET 11.19.2021 ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD AND OVER BEARING WALLS AND HEADERS. 3/8" PLYWOOD SPACER REVISED PERMIT SET 05.13.2022 " = 1'-0" 9 TYPICAL JACK&CRIPPLE STUD CONNECTIO 1" = 1'-0" 8 BLOCKING 1/2WOOD HEADER/WOOD BEAM REFER TO FLOOR PLAN TYPICAL HEADER OR AS PER PLANS (2)2X6 JACK STUDS 2X6 KING STUDS R.R AT 16"O.C.AS PER PLANS TYP.BOTHSIDES MTS24C RAFTER TIE BY SIMPSON OR EQ.TYP AT WIN. HDR. DBL TOP PLATE AT SECOND FLOOR OR AT SINGLE STORY UPPER SHEAR WALL Aokw BOLTS DDDR/�i�OF�,�N� PROJECT NAME - CORNER BRACKET 4'-0"MIN. DOUBLE 2X6 TOP PLATE TP. 1955 ALB E RTSO N LANE 11/4"X 24"20 GAGE HEADER STRAPS SOUTHOLD, NY 11971 �-- ENDWALL ANCHOR TYP AT 2ND FLOOR EXT.WALLS I I DRAWING NAME I I SIDEWALL THREADED ROD i i STRUCTURAL DETAILS USE 8d COMMON NAILS @"O.C. AT FIELD AND"@ EDGES-REFER DOUBLE TOP PLATE i TO PLANS FOR DESIGNATED AREAS I I FLOOR USP NUMBER DESCRIPTION APPLICATION ANCHOR i 2X6 WALL FRAME @ 16"O.C. 1ST ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS I 2X6 BLOCKING TYP,AT SEAM AT SEAL+SIGNATURE DATE 05.13.2022 CORNER BRACKET i ALL BLDG.CORNERS PROJECT NUMBER 21.50 TO FOUNDATION W/ANCHOR BOLTS BOLTS I --- 1 1/4"X 24"20 GAGE JACK STUD DRAWING NUMBER ------------- -- 2ND ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS STRAPS TYP AT 2 SIDES OF OPENING 'C �j✓/ ON BOTH BOT. PLATE OF 2ND FLOOR QAUL�gQ�fi LOWER SHEAR WALL AND TOP PLATES OF 1ST FL. CONNECT THROUGH THE FLOORS TO EACH OTHER 2X6 WOOD STUDS AT 16"O.C.TYP. � W/THREADED ROD SHEARWALL TO SHEARWALL HOLD-DOWN DETAIL S-102 .00 RIM JOISTS N;A 1/2"CDX EXTERIOR GRADE PLYWOOD �r �24Y��,,a „ _ , " n_ 1-011 SHEATHING TYP. �(�F Nom`" PAGE NUMBER 10 ENDWALL CONNECTION 1/2 - 1-0 11 SHEARWALL TO SHEARWALL HOLD-DOWN 1 - 1-0 4 Z ©DXA studio 2022 11/4"X 24"20 GAGE HEADER STRAPS TOWN OF SOUTHOLD D.O.B. BSCAN TYP.AT EACH STUD. 1 TYPICAL WALL FRAMING DETAILS 1/2" = 1'-0" I I DXA studio 8946th Avenue ,r Architecture PLLC 5th Floor LL: I New York,NY 10001 j www.dxastudio.com T 212 874 0567 0 6-0" I �r U0 4do: A1.7 8'_5 4..V.I.F. I U P ,i ": ( ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, A1.1 ARRANGEMENTS AND DESIGNS REPRESENTED OR 00 U REFERRED TO ARE THE PROPERTY OF DXA STUDIO 10 WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS 3-7 � �, I EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, ❑ PO\YDER --- DEVELOPED AND PRODUCED SOLELY FOR USE ON AND IN Al ROOM AND CONNECTION WITH THIS PROJECT AND MAY NOT BE W/D I `= DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM a GALLEY d I 13'-3"V.I.F. OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER, � I EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF `" DXA STUDIO. ® 0 EXISTING POCKET DOOR OA1.6 v j_ OWNER A1.10 A1.9 _ ,_ — i° I I 5 6 n M;N LIVING ROOM °? LUCY BARNES =L T 1= �'— I `� A13 —I——— IE0 I 6'-6 4.. m 4.. IN DEN I I I 3'-O" p 12QKITCHEN _ # HR OMi 12'-2 4"V.I.F. 171-2111 i - - 4 _ I A1.5 O O i X\ 2'-0"� - N i I !0 0 I A1.8 OFFICE'- �? -- 2'-7" :111-211 I IA ` EXISTING CELLAR HATCH L - - - - j I III, J $-4 2 O M � I EXISTING ACCESS TO EXISTING PORCH NEW WALL FRAMING THE BASEMENT AND LANDING REFER TO 1/S102 EXTENTOFWORK EXISTING-UNCHANGED I I I 2 IST FLOOR-PROPOSED WORK PLAN 3/16" = 1'-0" UP II III � I I I I DINING ROOM 777I- o O l I KITCHEN 0 O I LAUNDRY f �I = LIVING ROOM DEN REVISIONS PERMIT SET 11.19.2021 REVISED PERMIT SET 05.13.2022 i L_—& L� — r F_ I #2 REVISED PERMIT SET 06.24.2022 OFFICE/WALK IN CLOSET BATHROOM II I I IL — — — - - - - - - - II . I I I I I EXISTING CELLAR HATCH L EXISTING PORCH EXISTING ACCESS TO AND LANDING THE BASEMENT PROJECT NAME 1955 ALBERTSON LANE 1 IST FLOOR-EXISTING/DEMO PLAN 3/16" = 1'-0" �N SOUTHOLD, NY 11971 DRAWING NAME PLANS - GENERAL NOTES PLANS KEYNOTES - TYPE OF ALTERATION IN EACH ROOM PLANS - LEGEND 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL ❑1 OFFICE HAS NEW EXTERIOR WALLS, NEW LIGHTS. ® BATHROOM #2 HAS NEW PLUMBING SYSTEM, NEW LIGHTS, NEW _________- EXISTING WALL AND WINDOW GROUND FLOOR PLAN DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TO INTERIOR WALLS, NEW INTERIOR DOORS, AND NEVI' EXTERIOR TO BE REMOVED REMOVALS AND PROPOSED CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENT [2 GALLERY HAS NEW INTERIOR WALLS, NEW STAIRS AND WINDOW. ... " :::. . . EXISTING WALL TO REMAIN DESCRIBED BY THE DRAWINGS. NEW LIGHTS. �9 BEDROOM #2 HAS NEW LIGHTS, NEW INTERIOR WALLS, AND NEW WALL SEAL+SIGNATURE DATE 06.24.2022 2. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND ❑3 POWDER ROOM AND W/D HAS NEW PLUMBING SYSTEM, NEW NEW WINDOWS. A PROJECT NUMBER 21.50 WASTE MATERIALS ON A DAILY BASIS. THE GENERAL CON- RC DRAWING NUMBER TRACTOR SHALL EXERCISE STRICT CONTROL OVER JOB INTERIOR WALLS, NEW EXTERIOR DOOR AND NEW LIGHTS. i, NEW LIGHTING FIXTURE �,�'� P�tq y�� off' � F SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST, ® KITCHEN HAS NEW ROOF STRUCTURE NEW w Q ©c OR DEBRIS. EXTERIORWINDOWS,NEW EXTERIOR DOORS, NEW LIGHTS, NEW � � � 3. CONSTRUCTION SHALL COMPLY WITH ALL REQUIREMENTS SET CABINETS, AND NEW SCREENED PORCH. q FORTH BY ALL APPLICABLE BUILDING CODES, REGULATIONS v','► Q'� A-100.00 AND ORDINANCES, AS WELL AS OTHER GOVERNING AGENCIES ❑5 BATHROOM #1 HAS NEW PLUMBING SYSTEM, NEW LIGHTS, NEW 9111$� 82 -16 PAGE NUMBER NyO INCLUDING ADEQUATE ACCESSIBILITY AND USAGE BY THE INTERIOR WALLS, AND NEW EXTERIOR WINDOW 4F © DXA studio 2022 DISABLED © BATHROOM #3 HAS NEW ROOF STRUCTURE, NEW LIGHTS, NEW TOWN OFSOUTHOLD D.O.B. BSCAN INTERIOR WALLS, AND NEW LIGHTS. ❑7 BEDROOM #3 HAS NEW ROOF STRUCTURE, NEW LIGHTS, NEW INTERIOR AND EXTERIOR WALLS, NEW STAIRS, AND NEW LIGHTS. — — All" DXA studio 894 6th Avenue (/► Architecture PLLC 5th Floor New York,NY 10001 www.dxastudio.com T 212 874 0567 � EXISTING BOW � ( WINDOW ROOF ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, r / ARRANGEMENTS AND DESIGNS REPRESENTED OR RAISED SID WALL ;,. o io \'�r' - - - - N 14 REFERRED TO ARE THE PROPERTY OF DXA STUDIO M �/ \N WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS DN -��- , -, _ - d ;k J - � -------- -___--j 2-0 11(V EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, DEVELOPED AND PRODUCED SOLELY FOR USE ON AND IN O/1Q� 0 1'-9" BATHROOM #2 i14 CONNECTION WITH THIS PROJECT AND MAY NOT BE — — — DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM J 0 S _ ® A . - - - - - - - — - - OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER, A22 RAISED RIDGE rJ A2.5 1 EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF OPEN TO ----------- -_ _ ------1 -- la-44----- DXA STUD 10. BELOW JAVV u 3'0"> � OWNER TS BEDROOM #3 = Az.3------------ - Az.aRIDGE @ 7'-0" q q >- -- rn O A2.7 ( N LUCY BARNES A2.1 ' m / \ BATHROOM #3 __ — — — — _ _ I EXISTING BEDROOM #1 ------- ------———- -- 191 -- r---- - - -- ,. I `_`• 12'-2 V.I.F. 13'-7 1/2"V.I.F. 11'-3"V.I.F. 1 i i I rn L___J EXISTING PFDROOM #2 I I I �►��'C '; I NEW WALL FRAMING REFER TOI/S102 EXTENTOMORK EXISTING-UNCHANGED I I I i 2 2ND FLOOR-PROPOSED WORK PLAN 3/16" = 11-011 t N �_T BATHROOM #27L son I BEDROOM #3 ATTIC/STORAGE J — — — --I F � L DN REVISIONS Ll PERMIT SET 11.19.2021 y REVISED PERMIT SET 05.13.2022 #2 REVISED PERMIT SET 06.24.2022 —— - - - - BEDROOM #2 BEDROOM #1 EXISTING ATTIC-NO CHANGE e { d' a r.. 9. PROJECT NAME 195 ^ 5 A LBERTSON LANE 1 2ND FLOOR-EXISTING/DEMO PLAN 3/16 – 1-0 3 ATTIC-UNCONDITIONEDSPCAE-NOCHANGE 3/1611- 11-011N SOUTHOLD, NY 11971 DRAWING NAME PLANS - GENERAL NOTES PLANS KEYNOTES - TYPE OF ALTERATION IN EACH ROOM PLANS - LEGEND 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL F1 OFFICE HAS NEW EXTERIOR WALLS, NEW LIGHTS. ® BATHROOM #2 HAS NEW PLUMBING SYSTEM, NEVV LIGHTS, NEW ---------- EXISTING WALL AND WINDOW 2ND FLOOR PLAN DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TO INTERIOR WALLS, NEW INTERIOR DOORS, AND NEW EXTERIOR ---------- TO BE REMOVED REMOVALS AND PROPOSED CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENT [2 GALLERY HAS NEW INTERIOR WALLS, NEW STAIRS AND WINDOW. EXISTING WALL TO REMAIN DESCRIBED BY THE DRAWINGS. NEW LIGHTS. F-912. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND BEDROOM #2 HAS NEW LIGHTS, NEW INTERIOR WALLS, AND NEW WALL SEAL+SIGNATURE DATE 06.24.2022 WASTE MATERIALS ON A DAILY BASIS. THE GENERAL CON- F31 POWDER ROOM AND W/D HAS NEW PLUMBING SYSTEM NEW NEW WINDOWS. PROJECT NUMBER 21.50 TRACTOR SHALL EXERCISE STRICT CONTROL OVER JOB INTERIOR WALLS, NEW EXTERIOR DOOR AND NEW LIGHTS. NEW LIGHTING FIXTURE DRAWING NUMBER � � ,q��'r`.� SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST, ® � paut KITCHEN HAS NEW ROOF STRUCTURE, NEW � OR DEBRIS. EXTERIORWINDOWS,NEW EXTERIOR DOORS, NEW LIGHTS, NEW 3. CONSTRUCTION SHALL COMPLY WITH ALL REQUIREMENTS SET CABINETS, AND NEW SCREENED PORCH. son FORTH BY ALL APPLICABLE BUILDING CODES, REGULATIONS wEsc' A-101.00 AND ORDINANCES, AS WELL AS OTHER GOVERNING AGENCIES ❑5 BATHROOM #1 HAS NEW PLUMBING SYSTEM, NEW LIGHTS, NEW9�.� 82476 yp INCLUDING ADEQUATE ACCESSIBILITY AND USAGE BY THE INTERIOR WALLS, AND NEW EXTERIOR WINDOW �� N PAGE NUMBER DISABLED © DXA studio 2022 © BATHROOM #3 HAS NEW ROOF STRUCTURE, NEW LIGHTS, NEW - TOWN OFSOUTHOLD D.O.B. BSCAN INTERIOR WALLS, AND NEW LIGHTS. ❑7 BEDROOM #3 HAS NEW ROOF STRUCTURE, NEW LIGHTS, NEW INTERIOR AND EXTERIOR WALLS, NEW STAIRS, AND NEW LIGHTS. DXA studio 894 61h Avenue Architecture PLLC 5th Floor New York,NY 10001 www.dxastudio.com T 212 874 0567 ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, DEVELOPED AND PRODUCED SOLELY FOR USE ON AND IN ,J CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM r OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER, WHITE PAINT ON SHINGLES x EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF EXISTING SIDE 1 #4 DXA STUDIO. ENTRY PORCH I '� OWNER LUCY BARNES �\ WHITE PAINT &N S HIN GLES "p, 4' 141 4"TYP. # 2-1 4 -10 • EXISTING CRAWL SPACE ACCESS 2 PROPOSED EAST ELEVATOIN 3/16" = 1'-0" T= 7 I I I I 1F - - - - - - - - - I I 141 2 EXISTING SIDE �� REVISIONS ENTRY PORCH I PERMIT SET 11.19.2021 I Ih� II REVISED PERMIT SET 05.13.2022 #2 REVISED PERMIT SET 06.24.2022 11,41 41 141 11VIIIIIIIIIIIHIIIIIIIIIIiIII Iflilk 111111111111111111111111111 II II II II II II IIS II II II IIS II �' � 4' II II II I II II II II I rl 11 PROJECT NAME 1955 ALBERTSON LANE 1 FEXISTING EAST ELEVATION 3/16"= 1'-0" SOUTHOLD, NY 11971 DRAWING NAME ELEVATIONS - GENERAL NOTES —ELEVATIONS - LEGEND 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL ------ EAST ELEVATION __________ EXISTING ELEMENTS TO REMOVED DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TO EXISTING AND PROPOSED CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENT DESCRIBED BY THE DRAWINGS. SEAL+SIGNATURE DATE 06.24.2022 2. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A DAILY BASIS. THE GENERAL CON- PROJECT NUMBER 21.50 TRACTOR SHALL EXERCISE STRICT CONTROL OVER JOB .�rGD Arc DRAWING NUMBER SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST, OR DEBRIS. m 3. PROPOSED ELEVATIONS SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH BY ALL APPLICABLE BUILDING ��' A-201.00 CODES, REGULATIONS AND ORDINANCES, AS WELL AS OTHERX2' "Q 476 y4 GOVERNING AGENCIES INCLUDING ADEQUATE ACCESSIBILITY OF N� PAGE NUMBER AND USAGE BY THE DISABLED 0 DXA studio 2022 4. ELEVATIONS ARE FOR INFORMATION ONLY, NOT TO BE USED TOWN OF SOUTHOLD D.O.B. BSCAN AS CONSTRUCTION DOCUMENT DM studio 894 6th Avenue ®rs Architecture PLLC 5th Floor New York,NY 10001 www.dxastudio.com T 212 874 0567 ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, #19 DEVELOPED AND PRODUCED SOLELY FOR USE ON AND IN #10-1 #10-2 CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM EGRESS OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER, WINDOW EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF #10-1 DXA STUDIO. OWNER LUCY BARNES __L_ � I 4t12-1 #12-2 #12-1 1 LO SILL WHITE PAINT ON SHINGLES 1 1cv HEIGHT WHITE PAINT ON SHINGLESL� L i L L #121 #12-2 #12-1 #10-1 #10-2 #12-1 #12- 2 PROPOSED WEST ELEVATOIN 3/16" = 1'-0" 'r7 I I I I - - - - - - - - - LI i L 111 II II III I I I- _4 II- - -II IIS II II�� II LLL41 Lam=JJ I 1 �i I REVISIONS II�� III PERMIT SET 11.19.2021 I— J REVISED PERMIT SET 05.13.2022 III II II III � � � � -II I - -al I 1i IIS -I L� -�11 III II II III II� � �II LU Lj PROJECT NAME a 1 EXISTING WEST ELEVATION 3/16"= 1'-0" 1955 ALBERTSON LANE SOUTHO LD, NY 11971 ELEVATIONS - GENERAL NOTES ELEVATIONS - LEGEND DRAWING NAME 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL ----------- EXISTING ELEMENTS TO REMOVED WEST ELEVATION DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TO _ _ _ EXISTING AND PROPOSED CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENT DESCRIBED BY THE DRAWINGS. 2. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND SEAL+SIGNATURE DATE 05.13.2022 WASTE MATERIALS ON A DAILY BASIS. THE GENERAL CON- PROJECT NUMBER 21.50 TRACTOR SHALL EXERCISE STRICT CONTROL OVER JOBAU ra•�<4PDA �'Sr DRAWING NUMBER SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST, 4 •� OR DEBRIS. cc °m 3. PROPOSED ELEVATIONS SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH BY ALL APPLICABLE BUILDING �j, �� A-202 .00 CODES, REGULATIONS AND ORDINANCES, AS WELL AS OTHER -9' 32476 yq GOVERNING AGENCIES INCLUDING ADEQUATE ACCESSIBILITY F0 N PAGE NUMBER AND USAGE BY THE DISABLED © DXA studio 2022 4. ELEVATIONS ARE FOR INFORMATION ONLY, NOT TO BE USED TOWN OFSOUTHOLD D.O.B. BSCAN AS CONSTRUCTION DOCUMENT DXA studio 8946th Avenue Architecture PLLC 5th Floor New York,NY 10001 www.dxastudio.com T 212 874 0567 ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, DEVELOPED AND PRODUCED SOLELY FOR USE ON AND IN CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF DXA STUDIO. OWNER LUCY BARNES III III IIIA III WHITE PAINT ON SHINGLES IH � , o aN N - - — Iii III REVISIONS PERMIT SET 11.19.2021 m REVISED PERMIT SET 05.13.2022 #2 REVISED PERMIT SET 06.24.2022 141 41 WHITE PAINT ON SHINGLE 4° UL A LLJ U&I L---------J L� L 1 N L L PROJECT NAME 1955 ALBERTSON LANE 3 PROPOSED SOUTH ELEVATOIN 7 3/16" = 1'-0" 2 PROPOSED SOUTH ELEVATOIN-THRU PORCH 3/16' 11-011 1 EXISTING SOUTH ELEVATION 7 3/16"= 1'-0" SOUTH 0 LD, NY 11971 DRAWING NAME ELEVATIONS - GENERAL NOTES ELEVATIONS - LEGEND 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL ---------- EXISTING ELEMENTS TO REMOVED SOUTH ELEVATION DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE TO EXISTING AND PROPOSED CONFIRM THE WORK IS BUILDABLE WITH THE DESIGN INTENT DESCRIBED BY THE DRAWINGS. SEAL+SIGNATURE DATE 06.24.2022 2. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND E�ASC PROJECT NUMBER 21.50 WASTE MATERIALS ON A DAILY BASIS. THE GENERAL CON- �� TRACTOR SHALL EXERCISE STRICT CONTROL OVER JOB ¢ pp,IJL�q /S',. DRAWING NUMBER SITE CLEANING TO PREVENT ANY BUILD-UP OF DIRT, DUST, OR DEBRIS. PROPOSED NS SHALL MPLY WITH ALL 3 REQUIREMENTS SET OFORTH BY ALOL APPLICABLE BUILDING �aate A-203.00 9,�. y4 CODES, REGULATIONS AND ORDINANCES, AS WELL AS OTHER SOF N PAGE NUMBER GOVERNING AGENCIES INCLUDING ADEQUATE ACCESSIBILITY AND USAGE BY THE DISABLED ©DXA studio 2022 4. ELEVATIONS ARE FOR INFORMATION ONLY, NOT TO BE USED TOWN OFSOUTHOLD D.O.B. BSCAN AS CONSTRUCTION DOCUMENT DM studio 894 6th Avenue Architecture PLLC 5th Floor New York,NY 10001 www.dxastudio.com T 212 874 0567 ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, DEVELOPED AND PRODUCED SOLELY FOR USE ON AND IN CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF DXA STUDIO. OWNER NAILING SCHEDULE DESIGN LOAD CALCULATIONS LUCY BARNES JOINT DESCRIPTION NAIL QUALITY NAILSPACING MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(lb DECKS 40 ROOF FRAMING ATTICS WITHOUT STORAGE 10 RAFTER TO TOP PLATE TOE NAILED 8' WALL 3-8d PER RAFTER ATTICS WITH STORAGE 40 CEILING JOIST TO TOP PLATE FACE NAILED 8' WALL 3-8d PER JOIST ROOMS OTHER THAN SLEEPING ROOMS 40 CEILING JOIST TO PARALLEP RAFTER FACE NAILED 2-8d EACH LAP SLEEPING ROOMS 30 CEILING JOIST LAPS OVER PARTITION FACE NAILED 2-8d EACH LAP COLLAR TIE TO RAFTER FACE NAILED 2-8d PER TIE BLOCKING TO RAFTER TOE NAILED 2-8d EACH END RIM BOARD TO RAFTER END NAILED 2-16d EACH END WALL FRAMING TOP PLATE TO TOP PLATE FACE NAILED 2-16d PER FOOD TOP PLATE AT INTERSECTIONS FACE NAILED 4-16d JOINTS- EACH SIDE STUD TO STUD FACE NAILED 2-16d 24" O.C. HEADER TO HEADER FACE NAILED 16d 16" O.C. TOP OR BOTTOM PLATE TO STUD END NAILED 2-16d PER 2X4 STUD 3-16d PER 2X6 STUD 4-16d PER 2X8 STUD BOTTOM PLATE TO FLOOR JOIST DOOR NUMBER DOOR TYPE DOOR SIZE (W x D) WINDOW TYPE SIZE (W x H) TYPE SHGC U FACTOR BANDJOIST, END JOIST,OR BLOCKING FACE NAILED 2-16d PER FOOT A1.1 DOUBLE 4'2"x 7'0" #1 2'6"x 5'5" DOUBLE HUNG 0.27 0.3 A1.2 SINGLE 216"x 616" #4 2'10"x 5'9" DOUBLE HUNG 0.27 0.3 FLOOR FRAMING A1.3 POCKET 513"x 616" #10-1 2'2" x 5'1" DOUBLE HUNG 0.27 0.3 JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER JOIST A1.4 SINGLE 218"x 710" #10-2 3'4"x 5'1" DOUBLE HUNG 0.27 0.3 BRIDGING TO JOIST TOE NAILED 2-8d EACH END A1.5 SINGLE 216"x 710" #11 3'1"x 6'10" GLAZED DOOR 0.21 0.31 BLOCKING TO JOIST TOE NAILED 2-8d EACH END A1.6 SINGLE 216"x 710" #12-1 2'2" x 5'1" DOUBLE HUNG 0.27 0.3 BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-16d EACH BLOCK A1.7 SINGLE 310"x 710" #12-2 3'0" x 5'1" DOUBLE HUNG 0.27 0.3 LEDGER STRIP TO BEAM FACE NAILED 3-16d EACH JOIST A1.8 SINGLE 310"x 7'0" #13 3'6"x 5'5" DOUBLE HUNG 0.27 0.3 JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST A1.9 SLIDING 6'9"x 11'7" #16 2'0"x 3'0" DOUBLE HUNG 0.28 0.24 BAND JOIST TO JOIST END NAILED 3-16d PER JOIST A1.10 DOUBLE 6'6"x 8'6" #18 2'9"x 4'9" DOUBLE HUNG 0.27 0.3 BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 A PER FOOT A2.1 SINGLE 3'0" x 710" #19 1'3"x 3' 10" SKYLIGHT 0.26 0.44 A2.2 SINGLE 216"x 710" ROOF SHEATHING A2.3 SINGLE 216"x 616" STRUCTURAL PANELS 8d 16" O.C. A2.4 SINGLE 216" x 616" A2.5 SINGLE 210"x 616" WALL SHEATHING A2.6 SINGLE 216"x 616" STRUCTURAL PANELS 1/2" 116A GALV. 3" EDGE,6" FIELD A2.7 SINGLE 216" x 615" GYP BOARD 5d coolers 7" EDGE, 10" FIELD A2.8 SINGLE 2'6" x 616" REVISIONS 4" EDGE ZONE - 16" O.C. PERMIT SET 11.19.2021 REVISED PERMIT SET 05.13.2022 2 NAILING SCHEDULE NA 1 WINDOW AND DOOR SCHEDULE NA #2 REVISED PERMIT SET 06.24.2022 PROJECT NAME 1955 ALBERTSON LANE SOUTHOLD, NY 11971 DRAWING NAME SCHEDULES WINDOWS, DOORS AND NAILING SEAL+SIGNATURE DATE 06.24.2022 PROJECT NUMBER 21.50 DRAWING NUMBER � m A-300.00 82476 OF N �4 PAGE NUMBER © DXA studio 2022 TOWN OF SOUTHOLD D.O.B. BSCAN DM studio 8946th Avenue . Architecture PLLC 5th Floor New York,NY 10001 www.dxastudio.com T 212 874 0567 ROOF VENT BALANCING VALVE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR AND CHECK VALVE ROOF REFERRED TO ARE THE PROPERTY OF DXA STUDIO WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS _ EL. EXECUTED OR NOT. THEY ARE CREATED, EVOLVED, DEVELOPED AND PRODUCED SOLELY FOR USE ON AND IN CONNECTION WITH THIS PROJECT AND MAY NOT BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM -- — — — — OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF DXA STUDIO. OWNER LUCY BARNES BATHROOM #2 ' - BATHROOM #3 WC SHOWER BT LAV LAV BT WC ' SHOWER • i41 y„ y2,� y2„ y2„ y2" y2„ y2" y2„ 2 _-- -- -- - � - - - - - - -- �- ----- - - - - - - - - 2ND FLOOR » EL. NEW i" CW & HW LINES TO 2ND FLOOR KITCHEN NEW y2" HOT WATER RETURN L� LINE TO NEW RISERS NOTES: 1 ALL UNUSED PLUMBING PIPING Y2BATHROOM #1 POWDER RM AND W D � � TO BE REMOVED AND CAPPED AT DW SINK SINK WC SHOWER SINK WM WC SOURCE 41 40 4 40 40 40 40 41 2) ALL EXISTING PIPE SIZES AND ' LOCATIONS TO BE VERIFIED IN y2" y2" , y2 y2 y2 y2 y2 FIELD. � - - - - - - - - - 1ST FLOOR EL. REVISIONS » PERMIT SET 11.19.2021 CC REVISED PERMIT SET 05.13.2022 AC NEW " CW & HW LINES TO �C 1ST FLOOR C CC C CC C �C PROJECT NAME C :C 1955 ALBERTSON LANE SOUTHOLD, NY 11971 TO EXISTING SEPTIC SYSTEM DRAWING NAME RISER DIAGRAM SEAL+SIGNATURE DATE 05.13.2022 PROJECT NUMBER 21.50 p� ��iSr�� DRAWING NUMBER N� 3247 P-100.00 e ,.,�Q �(0)fi N PAGE NUMBER ©DXA studio 2022 TOWN OF SOUTHOLD D.O.B. BSCAN '' . FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) :i PERMIT NO. . 34030 Z Date JULY 2, 2008 Permission is hereby granted to: JOHN & THALIA DINIZIO 722 BROWN ST GREENPORT,NY 11944 \ I for VVV -<j2-,e- qQ �� ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1955 ALBERTSON LA GREENPORT County Tax Map No. 473889 Section 052 Block 0005 Lot No. 056 pursuant to application dated MAY 30, 2008 and approved by the Building Inspector to expire on JANUARY 2, 2010 . Fee $ 200 . 00 Au rize Si nature ORIGINAL Rev. 5/8/02 OF SOUjyolo Q 7 # '� ��'y00UNT'I,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION / "g� � 4__ REMARKS: lt4_ L n DATE l��✓ u 9 INSPECTOR fjf soti, couffmN, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION �OU DATION IST ] ROUGH lPL13G. FOUNDATION 2ND INSULATION ] FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION REMARKS: DATE - 3 .Di INSPECTOR- .,/L SOUry o� Ol O�y00UN�`I,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOU AT10 [ ] INSULATION [ RAM / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: �� . DATE INSPECTOR i� pF SOUTyoI � o COUt,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ],,"ROH PLBG. [ ] FOUNDATION 2ND [ ROINSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACES CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARK -- C DATE INSPECTOR ) FIELD IN 'ECTION REPORT DATE COMMENTS `� FOUNDATION(IST) �� G FOUNDATION (2ND) i z l 5 � y ROUG)k FRAMING& PLS UMBBING c 000, INSULAtION PER N. Y. STATE ENERGY CODE v FINAL i i i ADDITIONAL COMMENTS ' C 0 � lm �rn � y z x t7 b I � i TOWN OF SOUTHOLD I` BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT 1? :�y 3 0 • - Do you have or need the following,before applying? TOWN HALL - ��z Board'ofHealth SOUTHOLD,NY 11971 ` -- eH 4 sets of Building Plans TEL: (631) 765-1802 ,T-•,�_; Planning Board approval FAX: (631) 765-9502 -�---' .�� Survey SoutholdTown.NorthFork.net PERMIT NO. =� C f(��Q i'� Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,2 Storm-WaterAssessment Form Contact: Approved '20 b Mail to: Disapproved a/c Phone: �1 7 7 �_ Expiration ,.20 Building I spec or APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a.This application MUST be completely filled.in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to 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, or 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 for'necessary inspections. ature o plicant or name,if a corporation) 15 /4 �,� L,�. G c�P,�A�ci,✓. (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �:S��j (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. ° Other Trade's License No. 1. Location of land on which proposed work will be done: I,?1.� /416 CFs LnJ.' G-1-ee-jXoT- House Number Street Hamlet County Tax Map No. 1000 Section �. Block Is— Lot Subdivision Filed Map No. Lot / 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated CostL/5— 5�yc-)y Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear � Depth 7 Height 1-/'� Number of Stories Dimensions of same structure with alterations or editions: Front 5 Rear . Depth 77a" Heights Number of Stories 8. Dimensions of entire new construction: Front PC► Rear 'rol& Depth -,�jd Height Q,q1t Number of Stories 9. Size of lot: Front S w? Rear Depth 10. Date of Purchased;j'i E'_ t_Name of Former Owner ec mcil 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law,'ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14.Names of Owner of premises_1ohJ nr,)1 z.'J Address lgl,5-,4[tio r-4-.s.�.jL--Phone No. &3/-y)7 363 y Name of Architect 1f Po-Y Address Pa8XG3u SLS.�hone No �1 ao:R sy Name of Contractor Address `Phone No. • .i 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO- * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. LAUREN M.STANDISH Sworn to before me this Notary Public,State of New York d iso.01ST6164008 day of 2Cd��' Commission Expire�1� Notary Public i re of Applicant SUFFpI,� Southold Town Building Department 54375 Main Road Permit#: 34030 Southold,New York 11971 Co Permit Date: 7/2/2008 c � g (631)765-1802 Expiration Date: 1/2/2010 P Parcel ID: 52.5-56 BUILDING PERMIT RENEWAL LETTER Dated: 6/24/2011 Applicant: JOHN&THALIA DINIZIO Location: 1955 ALBERTSON LA GREENPORT,N.Y. 11944 Work Description: ADDITION/ALTERATION ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR A FEE OF $100.00 IS REQUIRED TO RENEW TRIS BUILDING PERMIT. Owner: JOHN&THALIA DINIZIO Address: 722 BROWN'ST GREENPORT,NY 11944 GREEN The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. r�uFFa(A, Southold Town Building Department 54375 Main Road Permit#: 34030 ' Southold,New York 11971 Permit Date: 7/2/2008 rh o 4V (631)765-1802 y�!►Dl �a ;� Expiration Date: 1/2/2010 Parcel ID: 52.-5-56 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 8/26/2011 Applicant: JOHN & THALIA DINIZIO Location: 1955 ALBERTSON LA GREENPORT,N.Y. 11944 Work Description: ADDITION/ALTERATION ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR A FEE OF $100.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: JOHN & THALIA DINIZIO Address: 1955 ALBERTSON LANE GREENPORT, N.Y. 11944 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department ��q��511FFOl1,c�ri � P.O.Box 1179 Permit#: 34030 54375 Main Road C* Southold,New York 11971 Permit Date: 7/2/2008 (631 )765-1802 Expiration Date: 1/2/2010 Parcel ID: 52.-5-56 Dated: 6/17/2013 Applicant: JOHN& THALIA DINIZIO Location: 1955 ALBERTSON LA GREENPORT Work Description: ADDITION/ALTERATION ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR Owner: JOHN&THALIA DINIZIO Address: 1955 ALBERTSON LANE GREENPORT,NY 11944 Your BUILDING PERMIT #34030 has been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by.the Building Inspector." Therefore, you have ten days from the receipt of this letter to submit a check made out to the Town of Southold in the amount of$150.00 to renew the building permit, or legal action will be taken against you. Should you have any questions,.call the building department between the hours of 8:00 a.m. and 4:00 p.m. Respectfully Yours, Michael Verity: Chief Building Inspector Southold Building Department o REScheck Software Version 4.1.4 % ff Compliance Certificate Project Title: Proposed Addition to Dinizio Residence Report Date:06/26/08 Data filename:\\Hercules\jobs\MISC_JOBS\Misc Jobs 2007\070040 Dinizio-Addition\ResCheck addition 2.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 16% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: Albertson Lane John Dinizio Jeffrey Butler Southold,NY Albertson Butler Engineering Permit Date:8/1/07 Southold,NY P.O.Box 634 Shoreham,NY 631-208-8850 Compliance:10.4%Better Than Code Maximum UA:134 Your UA:120 aai+�'� ;'''? .a-W-r• a �•a Ceiling 1:Cathedral Ceiling(no attic) 120 30.0 0.0 4 Ceiling 2:Flat Ceiling or Scissor Truss 380 30.0 0.0 13 Wall 1:Wood Frame,16"o.c. 675 15.0 0.0 44 Window 1:Vinyl Frame,Double Pane with Low-E 86 0.340 29 Door 1:Glass 21 0.340 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 494 19.0 0.0 23 Boiler 1:Other(Except Gas-Fired Steam)85 AFUE The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifi tions are in compliance with this Code. .� . Name-Title J Sign � 'P N 6 WV Project Notes: Proposed first and second floor addition Cr_ 07349 v� . PEW Project Title: Proposed Addition to Dinizio Residence Report date:06/26/08 Data filename:\\Hercules\jobs\MISC_JOBS\Misc Jobs 2007\070040 Dinizio-Addition\ResCheck addition 2.rck Page 1 of 4 f � r jrREScheck Software Version 4.1.4 o� Y Inspection Checklist Date:06/26/08 Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.340 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Boiler 1:Other(Except Gas-Fired Steam):85 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-4. ❑ Supply ducts in unconditioned spaces are insulated to at least R-8. Project Title: Proposed Addition to Dinizio Residence Report date:06/26/08 Data filename:\\Hercules\jobs\MISC_JOBS\Misc Jobs 2007\070040 Dinizio-Addition\ResCheck addition 2.rck Page 2 of 4 Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: C1 All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Ej The HVAC system provides a means for balancing air and water systems. Temperature Controls: 0 Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: 0 Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces are installed with tight fitting non-combustible fireplace doors. 0 Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: 0 Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: 0 All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Proposed Addition to Dinizio Residence Report date:06/26/08 Data filename:\\Hercules\jobs\MISC_JOBS\Misc Jobs 2007\070040 Dinizio-Addition\ResCheck addition 2.rck Page 3 of 4 Table 9:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Proposed Addition to Dinizio Residence Report date:06/26/08 Data filename:\\Hercules\jobs\MISC_JOBS\Misc Jobs 2007\070040 Dinizio-Addition\ResCheck addition 2.rck Page 4 of 4 f f /� 1 REScheck Software Version 4.1.4 .; Compliance Certificate Project Title: Proposed Addition to Dinizio Residence Report Date:06/26/08 Data filename:1\Hercules\jobs\MISC_JOBS\Misc Jobs 2007\070040 Dinizio-Addition\ResCheck addition 2.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 16% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: Albertson Lane John Dinizio Jeffrey Butler Southold,NY Albertson Butler Engineering Permit Date:8/1/07 Southold,NY P.O.Box 634 Shoreham,NY 631-208-8850 ---- 77' - Compliance:10.4%Better Than Code Maximum UA:134 Your UA:120 .'daki y Ceiling 1:Cathedral Ceiling(no attic) 120 30.0 0.0 4 Ceiling 2:Flat Ceiling or Scissor Truss 380 30.0 0.0 13 Wall 1:Wood Frame,16"o.c. 675 15.0 0.0 44 Window 1:Vinyl Frame,Double Pane with Low-E 86 0.340 29 Door 1:Glass 21 0.340 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 494 19.0 0.0 23 Boiler 1:Other(Except Gas-Fired Steam)85 AFUE The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. �� 6 Name-Title Date Project Notes: of N �dp, Proposed first and second floor addition co � � r 0' 49`3 � $$I�� Project Title: Proposed Addition to Dinizio Residence Report date:06/26/08 Data filename:\\Hercules\jobs\MISC_JOBS\Misc Jobs 2007\070040 Dinizio-Addition\ResCheck addition 2.rck Page 1 of 4 REScheck Software Version 4.1.4 Inspection Checklist Date:06/26/08 Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.340 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Boiler 1:Other(Except Gas-Fired Steam):85 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-4. ❑ Supply ducts in unconditioned spaces are insulated to at least R-8. Project Title:Proposed Addition to Dinizio Residence Report date:06/26/08 Data filename:\\Hercules\jobs\MISC_JOBS\Misc Jobs 2007\070040 Dinizio-Addition\ResCheck addition 2.rck Page 2 of 4 ' Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). LI The HVAC system provides a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces are installed with tight fitting non-combustible fireplace doors. 0 Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: 0 Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. El Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Lj Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: El All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: O HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Proposed Addition to Dinizio Residence Report date:06/26/08 Data filename:\\Hercules\jobs\MISC_JOBS\Misc Jobs 2007\070040 Dinizio-Addition\ResCheck addition 2.rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title:Proposed Addition to Dinizio Residence Report date:06/26/08 Data filename:\\Hercules\jobs\MISC_JOBS\Misc Jobs 2007\070040 Dinizio-Addition\ResCheck addition 2.rck Page 4 of 4 9 �o 3 -� REScheck Software Version 4.2.1 4: Compliance Certificate I� a Project Title: Proposed Addition to Dinizio Residence Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 16% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: Albertson Lane John Dinizio Jeffrey Butler Southold,NY Albertson Butler Engineering Permit Date:8/1/07 Southold,NY P.O.Box 634 Shoreham,NY 631-208-8850 Compliance:11.0%Better Than Code Maximum UA:154 Your UA:137 Ceiling 2:Flat Ceiling or Scissor Truss 494 30.0 0.0 17 Wall 1:Wood Frame,16"o.c. 822 15.0 0.0 53 Window 1:Vinyl Frame,Double Pane with Low-E 110 0.340 37 Door 1:Glass 21 0.340 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 494 19.0 0.0 23 Boiler 1:Other(Except Gas-Fired Steam)85 AFUE The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specific ions are in compliance with this Code. Name-Title i e Date Project Notes: N E IN Proposed first floor addition f. V E E ., VE C-), JUN z JUN 2 5 1009 BLDG.DEPT. TOWN OF SOUTHOLD Project Title: Proposed Addition to Dinizio Residence Report date:06/18/09 Data filename:\\Hercules\jobs\MISC_JOBS\Misc Jobs 2007\070040 Dinizio-Addition\ResCheck addition 2.rck Page 1 of 4 r �'" REScheck Software Version 4.2.1 Inspection Checklist Ceilings: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.340 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Boiler 1:Other(Except Gas-Fired Steam):85 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a'0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated 14-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-4. ❑ Supply ducts in unconditioned spaces are insulated to at least R-8. ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Project Title: Proposed Addition to Dinizio Residence Report date:06/18/09 Data filename:\\Hercules\jobs\MISC_JOBS\Misc Jobs 2007\070040 Dinizio-Addition\ResCheck addition 2.rck Page 2 of 4 Exceptions: Continuously welded,and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: L] Separate electric meters exist for each dwelling unit. Fireplaces: ❑ Fireplaces are installed with tight fitting non-combustible fireplace doors. El Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: Li Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. 0 Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Proposed Addition to Dinizio Residence Report date:06/18/09 Data filename:\\Hercules\jobs\MISC_JOBS\Misc Jobs 2007\070040 Dinizio-Addition\ResCheck addition 2.rck Page 3 of 4 v Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5. 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Proposed Addition to Dinizio Residence Report date:06/18/09 Data filename:\\Hercules\jobs\MISC_JOBS\Misc Jobs 2007\070040 Dinizio-Addition\ResCheck addition 2.rck Page 4 of 4 S B2.9d'B,N LANE tna dhaao-1 eheretleea MRllod N,18 � .� raj y8 td-141m l�ewame►rerraxatate . � t� ) CaetEc oftlJBawgnup lY.dDeslnp . h `�l • —6mr and ad dug helot be fds�d ' to Eeow9dtrtwacpr. , Fo. OuuemwlMlamdhteeal et®n nm tha onhmtheoeteonearwtamthatil /I eameenY,9oremtnemnl epengand Ic.x9ng lmlitNton listed heiaon ena- -- ♦ ry q - to IM esw9naea d the kndme 1n"lo ,[ Union Goerenteas am not ve derMN PAl1 CEL L f V p to aWtion.t rufluab n or eur�e d I Jr) vAlzcF� N.es• M��Vr=LANA { �+ TWO rSuR✓6YE0 FoR (.6.6 05 aca:Es IWARIE CA 5S1,DY. I V Ate' :5 l,ANJAGUE � O _ TOWN OF SOUTIdoLD, N, Y. b, t �• .t A Ij ` i - ;' aa�aran�eBd to rhe rifle 0Morse3rtase jas.�surveye� dont. .B; /07A � 2odwrTck VwtiT,d AC. � I Lit�nser3' Land ,Sry�•v��ya�a , d�aer>}6brt,, N.Y. r DESIGN CRITERIA *THESE PLANS ARE INCOMPLETE WITHOUT DETAIL SLEETS (ADDENDUM TO DRAWING SET)* SEE DETAIL SWEET FOR WIND SUBJECT TO DAMAGE FROM WINTER ICE SHIELDUc�E/ HIGH uWIND Nt-I TYPE OF CONNECTION GROUND SPEED EXPOSURE SEISMIC FROST DESIGN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA' SNOW DESIGN LINE �i=R coD>=, LOAD (MPH) CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION CTIO M� OPENING PROTECTION BY MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE ■ 33,2 pef EDGE ZONE . 25.6 pef „ FIRST FLOOR ■ 1826 SQ.FT. WOOD STRUCTURAL PANELS 45 par 120 13 C SEVERE 36° TO HEAVY MODERATE Il YES FIRM MAPS 40 Per 20 per INTERIOR ZONE ■ 26.6 per INTERIOR ZONE ■ 18.9 per SFD 2'10 SECOND FLOOR • 1250 SQ.FT TYPE V PERSUANT TO 1609.1.4, 8EE FASTENING SCHEDULE ON DETAIL SNIT�N THIS SET F— U O ' N PROFOSED RENO/ADDITION EXISTING DWELLING Lj 4 O MATCH EXISTING - - - - - - - —_-- __--_ OVERHANGS AND TRIM _ MATCH EXISTING ROOFINGEEE _ �7 w A MATCH EXISTING SIDING FTTI Nix LEE I ILLJI F�l s 0 x O r — n UJ r. .:nrir,cr rime I . LEFT SIDE ELEVATION7,NTS m } X Xzu- BACKGROUND OMITTED FROM VIEW p�01"ECTION BY ..!��..f1i- C�jj,I-!�.� 4 ;-tZIiULE ON O Lu 3: C� f IN THIS EET + (L 0 -- -- to 0 MATCH MATCH EXISTING DWELLING PROPOSED RENO/ADDITION EXISTING EXISTING i�i moll! W 50 ,,.r 1a.ets 1 PROYID TEPS __— LJJ — -- — _— — NOJ't. AND RAIL F1 , CODE, -- — — —— — — —— — _ TYPICAL ALL ATFORMS ® - — — — — JEFFREY T, BUTLER, P.E. REAR ELEVATION u- o o W _ o i PROVIDE,STEPS �-- Z Z )- 6 AND RAIL PER CODE, n Wn _j Z )7 2 TYPICAL ALL PLATFORMS A O Q a .� d) C Lu lO cA z _ N iL o 0 (� N o IL o z RIGHT SIDE ELEVATION � D �' c -- - 1py��IOG DEpr OFSooryo1D SEE DETAIL SHEET FOR HIGH WIND CONNECTION REQUIREMENTS OPENING PROTECTION BY t WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET EXISTING COVERED PORCH EXISTING COVERED PORCH eN Z O Ex 11 FOYER a z a o EXISTING DEN z EXISTING BEDROOM z N Lu } 1 IQ — — — — — — Q y CE"'16TING DOOR TO BE REMOVED MAINTAIN S6"MIN OPENING p A EXISTING LIVING ROOM EXISTING BEDROOM EXISTING BEDROOM ISI • m PROPOSED UPPER FOYE l I r r m �� I I:- SHEET FOR i �Q EXISTING POOR % I CONNECTION t ~ TO BE REMOVED I I J ^ X MAINTAIN 96"MIN OPENING W i - - - - - _ --li ( X Z LL �E:CTIO14 SY O . _- MULE ON O 111 IN THIS SET O ui US O EXISTING COMP ROOM EXISTING DINING ROOM EXISTING LAUNDRY ROOM ---------- L , ------ 1 I EXISTING BATH I I i FILL IN FLOOR SYSTEM tI ENGINEER,. ABOVE, INEER: BOVEATCH CEILING------ ()F NE� �\ Q I A171--- 0, 1 f--- --i I �. � Lr I I IA F--- ---- EXISTINGJEFFREY T. BUTLER, P.E. � II IF--------� BATH --__-__-__ EXISTING KITCHEN TBR TBR ' g I I I I I I 3'10" i i IT 4" 11 I I I I LL Q �- 1I l i I I ' ' Q Ul ----------- -----------------------• ---------------------------------j I Z O ------- ---------------------------------- O U z a I I I o QZ m EXISTING REAR DECK. TBR ; Q R d) Z � -^ O fl Lr) Q o jU L4 � z � O o � EXISTING FIRST FLOOR AND DEMO FL1r N EXISTING, SECOND FLOOR PLAN a ° o ILL N - O O EXISTING LIVING AREA = 16-16 SQ. FT. EXISTING LIV'NG AREA = -I56 SQ, FT. (� F- Q � U � � 2 � ro SEE DETAIL SHEET FOR HIGH WiND CONNECTION REQUIREMENTS 4" VTR OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET N THIS SET RR310.1.1 Minimum opening area. All emergency escape and rescue openings *hall have a minimum net clear opening of 5.1 square feet (0.530 SECOND FLOOR m2). EXCEPTION: Grade floor openings shall have a minimum net clear opening of 5 square Feet (0.465 m2). RR310.1.2 Minimum opening height. The minimum net clear opening height shall be 24 inches (610 mm). PROPOSED BATH RR310.1.3 Minimum op®Hing width. The mintmum net char opening width 311 --------------------- ------ - 311 shall be 20 inches (508 mm). ---•----------- i---- --------11i-- ',�" I 11 :211 2 ,311 RR310.1.4 Operational constraints, Emergency escape and rescue 12 1 LAV ' 1 1 PROPOSED KITCHEN U1.G. openings shall be operational from the Inside of the room without the use I O INK of keys or tools. TD SHOWER MAIN FLOOR a 211I 11 211 3" -- -- L fo- 311 311 411 -- FAI i G.O. ' 1 C.O. G.O. 411 TO AN APPROVED SANITARY SEPTIC SYSTEM ui CASTIRON s F1..UMIBING FRISER DIAGRAM NTS) HOUSE TTRAP m NOTE: CONSULT ENGINEER EXISTING BRiCK FOU ATiON FOR ANY UNDERPINNING WORK TO BE DONE PRIOR TO LU LU EXISTING CELLAR EXCAVATING ~ q g EXiSTiNGc -' EXISTiNG DINING ROOM o COMPUTER ROOM o m PROVIDE ANCHOR BOLTS AT EACH CORNER 0 ® f' Z 0 SIMPSON PHD5 (TYPICAL)- SEE DETAIL SHEETS PROVIDE 5/8" ANCHOR MOLTS 32" O.G. MAX. X Z z �i– rL WITHIN I' OF EACH SPLICI=. IN BILL PLATE N xx ANCHOR AND BOND SEE DETAIL SHEET FOR.114STALLATION Q W Q ~ NEW TO EXISTING WITH *4 BARS, 12" O.C. Z m � . SHEET FOIM UJ VERTICAL (TYP.) 7 LL • i --e------------, o c – i:ilc�l I c:a Q o , CUT IN 3'0" WIDE 1 .. � Q ACCESS To NEW ° PROPOSED N Como, gH 9� - O 1 i fV c '\Q I �l Jam... , .•...L- " ' °a CELLAR AREA PANTRY N o 1 0 ..L.ULE ON — O I I I I - I a 1 O I I O n o g1 0„ T 2" 2'0" 51 2" O I I O iA p l I - J J.� A `" °° n N PROPOSED N 8 N c17 NO I I d) I ' O l"! BATH Q I `,� i!— .•� I I I I c I VVV •(� clk.WG VI O5'PORCH P ST,TYP I I a I I v l-�- 3-2X6 GIRDER , LU 1 1 . DROP FOUNDATION TO ALIGN I •1 � o i FINISHED FLOOR HEIGHTS ABOVE ' 2X6 A= RI, --- ---- 2X6 WALL PROVIDE DOUBLE 2x6 AC Q SILL , 4 ,P.J. .I6"O. C " I 1 0 ' _ --- TO V S s X , �I V I / ' 0 1 O ul W W * 0 i1 a Q I ENGINEER. , Q. 2x6 RIDGE I � � i NE 00 / r ,• r( 4:a,.'v�`i 3 00 oo w N EXCAVATED CELLAR 5 aQ 4" P.C. SLAB o * p /Sao Q.R..Is"OZ. 2clo 16'0.C. Ill 2X17 C.J. O.G. _ cc ,a {-----__ 313" PROPOSED 3-2X6 GIRDER n (1,1, ,.I;'jl ° I ` n KITCHEN .� W a ' 1 6'4" MATCH 1 XISTING 1 ` "'34P CIA ISLAND po, 1 7 ; p •----------------- vA . i •I7"O.G. 1 c ° p er 4 p .• o<� i JEFFREY T. BUTLER, P.E. I 4 I 1 d I I ' I 111 °a I O c 1 ti 191411 iV 80 THiCK X '1'O"(+/-) HIGH °O P.C. WALL ON 16" X 8" POURED CONCRETE FOOTING, TYP. o ' --a e p -4-v--o 1 M 1 a ' --------------------N °`7 i °o BILCO DOOR 1 3-13/4" X 9 1/2" LVL HDR, O 1 °--- ---------- ---------------- I tV SIZE C, VERIFY SI E _ ° a p p , Z 1U 0 O -a Q, I --- --1------------ FWG 100611 O V z A 1 ------2X8 AGZ.Z-t�EDGER--- 20'0" z z _ z z 4'611 i TV 5'6" M i 4'6" /5/4" X 6" DECKING Q Q z Q w ��-2x18 ACQGiRDER,'- 2-2x10 ACQ GIRL E��. 1 12" DIA x MIN 48" DEEP 1 — -—- -----�� TO UNDISTURBED SOL r--------- OF C) �-- .� Q ' LINE OF DECK PLATFORM Q STEPS TO GRADE P.G. PIER WITH 6x6 AC POST TO DECK GIRDER, PROVIDE RAIL PER CODE ANCHOR PER DETAIL N O 20 0„ SHEET,TYP. 10,011 109011 Q 0 201011 n� � -� 1J- � Z FOUNDATION PLAN- R«ST FLOOR FLAN ROOF PLAN _ PROPOSED ADDITION ■ 494 SQ. FT, SMOKE DETECTOR ® INTERCONNECT PER CODE I ® CARBON MONOXIDE DETECTOR ONE PER FLOOR PAGE * 3 of � SEE DETAIL SHEET FOR HiGH WIND CONNECTION REQUIREMENTS OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 16011.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET 2x12 RIDGE 2x10 RAFTERS §RR406 §RR314 HANDRAILS §RR315 1/2" CDX SHEATHING FOUNDATION WATERPROOFING AND DAMPPROOFING STAIRWAYS 15N FELT §RR406.1 Concrete and masonry foundation dampproofmg.Except where §RR314.1 Width.Stairways shall not be less than 36 inches(914 mm)in §RR315.1 Handrails.Handrails having minimum and maximum heights of 34 ASPHALT ROOF SHINGLES required to be waterproofed by§RR406.2,foundation walls that retain clear width at all points above the permitted handrail height and below the inches and 38 inches(864 mm and 965 mm),respectively,measured vertically CONT RIDGE VENT earth and enclose habitable or usable spaces located below grade shall be required headroom height. Handrails shall not project more than 4.5 inches from the nosing of the treads,shall be provided on at least one side of dampproofed from the top of the footing to the finished grade. Masonry (114 mm)on either side of the stairway and the minimum clear width of the stairways. All required handrails shall be continuous the full length of ROOF VENTILATION 1:300 OF THE INSULATED walls shall have not less than 3/8 inch(9.5 mm)portiand cement parging stairway at and below the handrail height,including treads and landings, the stairs with two or more risers from a point directly above the top CEILING AREA UNIFORMLY DISTRIBUTED applied to the exterior of the wall. The parging shall be dampproofed with shall not be less than 31.5 inches(787 mm)where a handrail is installed riser of a fight to a point directly above the lowest riser of the flight. EA VE PROTECTION TO EXTEND FROM THE £DCBE OF a bituminous coating,3 pounds per square yard(1.63 kg/m2)of acrylic on one side and 27 inches(698 mm)where handrails are provided on both Ends shall be returned or shall terminate in newel posts or safety modified cement,1/8-inch(3.2 mm)coat of surface-bonding mortar complying sides. terminals. Handrails adjacent to a wall shall have a apace of not less TH£ ROOF, 36° UP THE SLOPE BUT NOT LESS THAN 12° BEYOND with ASTM C 887 or any material permitted for waterproofing in§RR406.2. than 1.5 inches(38 mm)between the wall and the handrail. THE INTERIOR FACE OF THE EXTERIOR WALL Concrete walls shall be dampproofed by applying any one of the above listed Exception:The width of spiral stairways shall be in accordance with §RR315Handrail grip size.All required handrails shall be of one of BAFFLE AS REQUIRED FOR ROOF VENTILATION dampproofing materials or any one of the waterproofing materials listed in §RR314.5. §RR406.2 to the exterior of the wall. the following ing types or provide equivalent graspability. 12 2 z §RR314.2 Treads and risers.The maximum riser height shall be 8-1/4 inches 1 ATCHMATCH O §RR406.2 Concrete and masonry foundation waterproofing.In areas where a (209 n)and the minimum tread depth shall be 9 inches(229 mm). The riser Type I. Handrails with a circular cross section shall have an outside nu EXISTING EXISTING high water table or other severe soil-water conditions are known to exist, height shall be measured vertically between leading edges of the adjacent diameter of at least 1-1/4 inches(32 mm)and not greater than 2 inches exterior foundation walls that retain earth and enclose habitable or usable treads.The tread depth shall be measured horizontally between the vertical (51 mm). If the handrail is not circular it shall have a perimeter PROPOSED spaces located below grade shall be waterproofed with a membrane extending planes of the foremost projection of adjacent treads and at a right angle to dimension of at least 4 inches(102 mm)and not greater than 6-1/4 inches from the top of the footing to the finished grade. The membrane shall the tread's leading edge. The walking surface of treads and landings of a (160 min)with a maximum cross section dimension of 2-1/4 incbes(57 mm). ATTIC consist of 2-ply hot-mopped felts,55 pound(25 kg)roll roofing,6-mil stairway shall be sloped no steeper than one unit vertical in 48 units (0.15 mm)polyvinyl chloride,6-mil(0.15 mm)polyethylene or 40-mil(1 mm) horizontal(2-percent slope). The greatest riser height within any flight Type H. Handrails with a perimeter greater than 6-1/4 inches(160 mm) NOTE: PROVIDE SIMPSON LSSU28 polymer-modified asphalt. The joints in the membrane shall be lapped and of stairs shall not exceed the smallest by more than 3/8 inch(9.5 mm). shall provide a graspable finger recess area on both sides of the JOIST HANGERS AT EACH RAFTER/ sealed with an adhesive compatible with the waterproofing membrane. The greatest tread depth within any flight of stairs shall not exceed the profile. The finger recess shall begin within a distance of 3/4 inch CEILING JOIST CONNECTION, smallest by more than 3/8 inch(9.5 mm). (19 mm)measured vertically from the tallest portion of the profile and EXCEPTION:Organic solvent based products such as hydrocarbons, achieve a depth of at least 5/16 inch(8 mm)within 7/8 inch below the chlorinated hydrocarbons,ketons and esters shall not be used for ICF §RR314.2.1 Profile.The radius of curvature at the leading edge of the widest portion of the profile. This required depth shall continue for at R-30 INSULATION walls with expanded polystyrene form material. Plastic roofing cements, tread shall he no greater than 9/16 inch(14.3 mm).A nosing not less than least 3/8 inch(10 mm)to a level that is not less than 1-3/4 inches acrylic coatings,latex coatings,mortars and pargings are permitted to 3/4 inch(19.1 mm)but not more than 1-1/4 inches(32 mm)shall be (45 mm)below the tallest portion of the profile. The minimum width of be used to seal ICF walls.Cold setting asphalt or hot asphalt shall provided on stairways with solid risers. The greatest nosing projection the handrail above the recess shall be 1-1/4 inches(32 mm)to a maximum 1/2" GWB conform to type C of ASTM D 449. Hot asphalt shall be applied ata shall not exceed the smallest nosing projection by more than 3/8 inch of 2-3/4 inches(70 mm). Edges shall have a minimum radius of 0.01 inch temperature of less than 200 degrees. (9.5 mm)between two stories,including the nosing at the level of floors (0.25 mm). and landings. Beveling of nosing shall not exceed 1/2 inch(12.7 mm), lh o §RR406.3 Dampproofmg for wood foundations.Wood foundations enclosing Risers shall be vertical or sloped from the underside of the leading edge L habitable or usable spaces located below grade shall be dampproofed in of the tread above at an angle not more than 30 degrees from the §RR316 ~ accordance with§RR406.3.1 through§RR406.3.4. vertical. Open risers are permitted,provided that the opening between GUARDS treads does not permit the passage of a 4-inch-diameter(102 mm)sphere. PROPOSED §RR316.1 Guards required.Porches,balconies or raised floor surfaces � §RR406.3.1 Panel joint sealed Plywood panel joints in the foundation located more than 30 inches(762 mm)above the floor or grade below shall walls shall be sealed full length with a caulking compound capable of EXCEPTIONS: have guards not less than 36 inches(914 mm)in height. Open sides of 42" DTG S ~ producing a moisture-proof seal under the conditions of temperature and stairs with a total rise of more than 30 inches(762 mm)above the floor or 2x4 STUDS 4 moisture content at which it will be applied and used. 1.A nosing is not required where the tread depth is a minimum of 11 grade below shall have guards not less than 34 inches(864 mm) R-15 114SULATION inches(279 mm). in heightmeasured vertically from the nosing of the treads. 1/16" 055 SHEATHING §RR406.3.2 Below grademoisture barrier.A 6-mit-thick(0.15 mm) TYVEK SHEATHINGS polyethylene film shall be applied over the below-grade portion of 2.The opening between adjacent treads is not limited on stairs with §RR316.2 Guard opening limitations.Required guards on open exterior foundation walls prior to backfilling. Joints in the a total rise of 30 inches(762 mm)or less. sides ofstairways,raised floor areas,balconies and porches shall have VI1dYL SIDING 3/4" TIG ADVANtEC SUBFLOOR polyethylene film shall be lapped 6 inches(152 mm)and sealed with intermediate rails or ornamental closures that do not allow adhesive. The top edge of the polyethylene film shall be bonded to the §RR314.3 Headroom.The minimum headroom in all parts of the stairway of asphere 4 inches(102 mm)or more in diameter. sheathing to form a seal. Film areas at grade level shall be protected shall not be less than 6 feet,8 inches(2032 mm)measured vertically from passage S R-30 INSULATION from mechanical damage and exposure by a pressure preservatively treated the sloped plane adjoining the tread nosing or from the,floor surface of the EXCEP'T'ION:The triangular openings formed by the riser,tread lumber or plywood strip attached to the wall several inches above finish landing or platform. and bottom rail of a guard at the open side of a stairway are ' grade level and extending approximately 9 inches(229 mm)below grade, permitted to be of such a size that a sphere 6 inches(152 mm)cannot pass s I' The joint between the strip and the wall shall be caulked full length §RR314.4 Winders.Winders are permitted,provided that the width of the le P.. v prior to fastening the strip to the wall. Other coverings appropriate to tread at a point not more than 12 inches(305 mm)from the side where the through. PITCH GRADE PITCH GRADE the architectural treatment may also be used. The polyethylene frim treads are narrower is not less than 10 inches(254 mm)and the minimum AWAY FROM AWAY FROM ., UJ Ct) ITCH)1 P shall extend down to the bottom of the wood footing plate but shall not width of any tread is not less than 6 inches(152 min).The continuous FOUNDATION r EXCAVATED CELLARFOUNDATIONFOUNDATION 0 overlap or extend into the gravel or crushed stone footing. handrail required by§RR315.1 shall be located on the aids OOF PITCH 0 where the NOTE: IN TERMS OF UPLIFT CALCULATIONS, A THREE STORY BUILDING (Rd, a, n tread is narrower. THIS i5 �' , `� t §RR406.3.3 Porous fill.the space between the excavation and the GREATER THAN �•' foundation wall shall be backfilled with the same material used for §RR314.5 Spiral stairs.Spiral stairways are permitted for interior use `° •' footings,up to a height of 1 foot(305 mm)above the footing for well- as a component of the means of egress from a habitable room,a basement or '1 2-2x6 ACQ BILL drained sites,or one-half the total backfill height for poorly drained an attic,provided the minimum tread width shall be 2(inches(660 mm)with Backfill shall not be placed against the N sites. The porous fill shall be covered with strips of 30-pound(13.6 each tread having a 7-1/2-inch(190 mm)minimum tread depth at 12 inches wall until the wall has sufficient strength 5/8" ANCHOR BOLTS m 36" O.C. i�- kg)asphalt paper or 6-mil(0.15 mm)polyethylene to permit water seepage (305 mm)from the narrow edge. All treads shall be identical,and the rise t while avoiding infiltration of fine soils. shall be no more than 9-1/2 inches(241 mm). A minimum headroom of 6 feet and has been anchored to the floor above, "' 4n evLA3 SILL SEAL p t permitted to or has been sufficiently braced to prevent damage --f ° 8" CO E. FOU D r b inches(1982 mm)shall be provided. A spiral stavia n,� d - d , d d . d d . d d , v, §RR406.3.4 Backfill.The remainder of the excavated area shall be be the only means of egress from a story of a building. by the backfill (Section R404,I.1) ° 8" CONC. FOUNDATION .4 8"x16" G:01JC, FTG. backfilled with the same type of soil as was removed during the X §RR314.6 Circular stairways.Circular stairways shall have a tread depth ^ z excavation. D.4MPROC'0 BELOW GRADE at a point not more than 12 inches(305 mm)from the si:e'where the treads are narrower of not less than 11 inches(279 mm)and fie minimum depth of SEE DETA'i SHEET FOR any tread shall not be less than 6 inches(152 mm). Tread depth at any ANCHOR BOLT SPACING M f<Q Q O walking line,measured a consistent distance from side of the stairway, O a , shall be uniform as specified in§RR314.2. O W §RR314.7 Illumination.All stairs shall be provided with illumination in accordance with§RR303.4. UJ 0 0 N CIA §RR314.8 Under stair protection.Enclosed accessible space under stairs shall have walls,under stair surface and any soffits protected on the ('tl enclosed side with 1/2-inch(12.7 mm)gypsum board. U'1_ §RR314.9 Bulkhead enclosure stairways.Stairways serving bulkhead '1J-1-- enclosures not part of the required building egress and providing access J.1-L I from the outside grade level to The basement shall be exempt from the requirements of§RR312,§RR314 and§RR315 when the maximum height ~ from the basement finished floor level to grade adjacent to the stairway is covered by a bulkhead enclosure with hinged doors. ENGINEER:. I TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE F CONCRETE - L STRENGTH OW MINIMUM 1PEC FIED COMPRESIVE STRENGTH (F'G) WEATHERINNG POTENTIAL JEFFREY T. BUTLER, P.E. TYPE OR LOCATIONS OF CONCRETE STRUCTURES NEC�LIC�IBLE MODERATE SEVERE o BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT 2,500 2,5C0 .. m EXPOSED TO THE WEATHER BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT 2,500 2,500 2,5- ` GARAGE FLOOR SLABS N o BASEMENT WALLS, FOUNDATION WALLB, EXTERIOR WALLS AND p OTHER VERTiCLE CONCRETE WORK EXPOSED t0 WEATHER 2500 3,000° 3,0•�'J Z Z3 O PORCHES, CARPORT SLA58 AND STEPS EXP08ED TO THE 0 z O a U � WEATHER, AND GARAGE FLOOR SLABS 2,500 3,000" 3 r;'O- z . FOR 61: 1 POUND PER SQUARE INCH ■ 6,895 KPA. Q A. AT 28 PSI. W B. SEE TABLE 8301.20) FOR WEATHERING POTENTIAL, C. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING GOTRtu NS UCTION SHALL BE AIR-ENTRAINED CONCRETE iN ACCORDANCE WiTH FOOTNOTED. D. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) O SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN -1 PERCENT, N O E, SEE SECTION R402.2 FOR MiNIMUM CEMENT CONTENT, Z o RR310.1.1 Minimum opening area. All emergency escape and rescue openings shall have a minimum net clear opening of 5,1 square feet (0,530 O " m2), EXCEPTION: Grade floor openings shall have a minimum net clear Lu opening of 5 square feet (0.465 m2), RR310,1.2 Minimum opening height, the minimum net clear opening height shall be 24 inches ((PIC mm). RR31013 Minimum opening width, The minimum net clear opening width shall be 20 inches (506 mm). RR310.1,4 Operational constraints. Emergency escape and rescue openings shall be operational from the inside of the room without the use of keys or tools. FACE OF FOOTING 2x4 CONTINUOUS LATERAL BRACE AT 6 O.C. Iii J. tRuas:?R CEILING JOIST 2-10d NAILS GABLL'END TRUSS ILI Z)1 Xlj 1- nntu // N �- 1 1 -�- 3 I V 1 I 10-Sd _=, NAILS IL { H/3 BUT NEED 00 EXCEED 4 NMAX . H !3d COOLER NAILS At 10" O.G. 2"x4" BLOCK NAILED EACH BRAE WITH 4 d NAILS H/2 BUT NEED NOT EXCEED 15 FT. MAX. - ' - — GYPSUM BOARD .. //% %/ 5d COOLER NAILS At l" O.C. o 20 GAUGE STRAP 10-8d NAILS a FOUNDATION CI_EARANCFE FROM SCOFFS FIGURE R403,11,1 ENDWaLL STUDS ENDWALL--�} JOIST CA I E IE*I1" WAL IBRACINC a CUJFCM FIGURE 3.6a) A Q m BLOCKINGY w BLOCKING EXTERIOR OR BEARING WALL SECTION A—a m el TOP PLATES FLOOR IBRC 1 ND Iy5 I r STUD I / ~ NOTCH GREATER THAN (WFCM FIGURE 3-rob) �• 50% OF THE PLATE WIDTH O 16d NAIL AT 24" O.G. GYPSUM BOARD l ; BORED HOLE MAX- DIAMETER 60% 16 GAGE (0.054") AND 1.5" WIDE {� OF STUD DEPTH METAL TIE ACROSS AND TO EACH 5/8" MIN. TO EDGE- SIDE OF THE NOTCH WITH 8-16d NAILS EACH SIDE LL WOOD STRUCTURAL PANEL n N- 5/8" MIN. TO EDGE INSTALLED IN ACCORDANCIE "-- t- NOTCH MUST NOT EXCEED TOP PLATES 8d NAIL AT 6 O.G. p- 1 WITH NAILING SCHEDULE r N 8d NAIL AT 4 O.C. (ALL PANEL EDGES) (TABLE 3.1, WCFM HIGH WIND EDITION) � � � r 40`K OF STUD DEPTH " 8d NAIL AT 12 O.G. ON ALL. FRAMING MEMBERS NOT AT PIPE PANEL EDGES• = ' ' =_�• j � � � �Q 12" MAX. m (a) OUTSIDE CORNER DETAIL M X BORED HOLES SHALL NOT NAILS BASED ON � BE LOCATED IN THE SAME SHEAR WALL REQUIREMENTS , Z CROSS SECTION OF CUT OR NOTCH TOI'-' RI...,1.�T FRAMING TO ACCOMMODATE PIPING TALL PANEL EDGES) bol NAIL AT 6" O.C. GYPSUM BOARD I � � � —\IN STUD I -- NO CEILINGJ DIAPHRAGM CENTER 2x BLOCKING /,A u- NOTCHING: AND 50RIED HOI-� LIMITATIONS IONS REQUIRED ON SHEATHING JOINT FOR I /� 'I ' A �+ 15/32 WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANEL FOR INTERIOR '�ION5��INI..� Wf LL6 ON GABLE FACE AND ON WALL BELOW INSTALLED IN,ACe S1�ANGE �_ BASED ON SHEARWALL REQUIREMENTS 16d NAIL AT 24" D.G. WITH NAILING SC1��kE ,- ENGINEER:` (WFCM ISV5 65C HIGH WIND EDITION, 3,3.b� (TABLE 3,1, WGF1~I . IGIuiWIND EDITION) �;� „1 'v 7 f- //�� //�� II I p Sd NAIL At 6" O.CI, 011 ALL RAFTERS AND CEILING t,.�{�eJ.. NDUJ�4LL, 5ALL-OOH FRAMING FRAMING MEMBERS AT PANEL JOISTS OR APPROVED EDGES AND 12 0,4. ON ALL REFERRED METHOD � I� I,;`'` :��, ,,: C I ROOF TRUSS FRAMING MEMBERS•NOT AT 1 PANEL EDGES (b) INSIDE CORNER DETAILK'�\TOF PLATE- TOP PLATE SECOND STORY EE DRILLING AND , NOTCHING PROV16ICNS EXTERIOR CORNER FRAMING ;:-, JOIST IS PERMITTED TO /`' BE cut OR NOTCHED � JEFFREYT. BUTLER, P,E. WALL STUD- TOP PLATES FLOOR JOIST- BETWEEN THESE LIMITS SEE DRILLING AND SEE DRILLING AND BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISICNS ; WFCM SECTION 3.3.1.111 WFCM SECTION 3.4.1.1.1 , I/3 SPAN I/3 SPA JOIST ENDS TO BE WALL •— i STUD 0 L E— BLOCKED AGAINST 11 WALL W4A„LL 411 I. -r ROTATION IN ACCORDANCE ROOF FRAMING DOUBLE TOP PLATE 4 WITH WFCM 3.3.1.34END RESTRAINT / _ H FOR BLOCKING AND 3.3.1.4 BRIDGIMG 111 u BORED HOLE MAX TOP PLATE BAND JOIST AND BRIDGING \ ' ' I A DIAMETER 40% OR BLOCKING SEE WFCM SECTION 3.3 +'+� a OF STUD DEPTH R PPLE 87UD8 21" CLEARANCE 1 30 BEARING �� TUD TO RAFTER CONNECTION VJ 5/8" MIN. TO EDGE' 24" CLEARANCE WALL OR FLOOR t0 FLOOR CONNECTION HEADER DEPENDING ON CONDITION, SEE IN FRONT OF 5/8" MIN. t0 EDGE LAP JOIST 3 IN, MIN. DETAILS ON SHEET 1 OF I THIS SET O1�ENING BOTTOM PLATE HEADER TO STUDS LAVATORIES SHOWER NOTCH MUST NOT EXCEED BAND JOIST WATER CLOSET 25ga OF SCUD DEPTH OR BLOCKING HEADER STUDS FULL LENGTH WALL NOTCHES SHALL NOT BE JOIST i WALL STUDS 15' OR BIDET 151 LOCATED IN MIDDLE ONE-THIRD SILL PLATE WALL ujn • • NOTE: �L OF STUD LENGTH IF HOLE 1S BETWEEN 40% AND 60�. CRAWL SPACE _ UPLIFT CONNECTION IS REQUIRED SUBFLOOR � � r OF STUD DEPTH, THEN STUD MUST BE OR BASEMENT '"-'t-__-r-__''__ TUB v • FOUNDATION _ _ AT EACH END OF HEADER AND � " BORED HOLES SHALL NOT—/ DOUBLE AND NO MORE THAN TWO ' ',` TT ' ' ' AT BOTTOM OF HEADER STUDS IN 1 BE LOCATED IN THE SAME i �Nb;UPLI�t ADDITION TO CONNECTORS AT SUCCESSIVE STUDS ARE DOUiLED GC�I�NEC# , , WALL STUDS AND At TOP AND a GROSS SECTION OF: CUT OR AND SO BORED RPPUIR44> ; ; BOTTOM OF CRIPPLES 21" CLEARANCE 21" CLEARANCE NOTCH IN STUD I I 1 1 1 1 I I F TUD TO PLATE I..: PLATFORM FRAMING INTERMEDIATE TUB f�_ NOTCHING AND 50RED HOLE LIMITATIONS BEARING WALL /FOUNDATION .. ' :� k HEADER t0 STUDS= USE LSTA 18 W/14 10d NAILS v �p WALLS * WALLS �+ p /� WALL, /� I f * FRAMING STUD TO PLATE/FOUNDATION: PAGE :FOR EXTERIOR WALLS AND 5EARING u1ALLS TVI- ICI L W!�- LL, FJ OOR AND ROOF T RARING (OPENINGS LESS THAN 6 FEET): USE DSP W/8 IOd NAILS IN STUD AND 4 10d NAILS IN PLATE Al (OPENINGS GREATER THAN 6 FEET): ADD PHD5 AT KING STUDS (2 TOTAL), INSTALL PER DETAIL SHEET 1 WATER CLOSETS , -r.S r1,) 1T (WFC:M 19915 65C HIGH WIND EDITION, 3.3,b) TYPICAL FRAMING AND UPLIFT FIGURE R301.2 o �O CONNECTIONS FOR OPENINGS MINIMUM FIXTURE CLEARANCES (TABLE 3.10 WFCM HiGH WIND EDITION) 120 MILE PER HOUR ZONE - NAILING SCHEDULE ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS GENERAL NOTES: (110 MPH 3-SECOND GUST ■ eO MPH FASTEST-MILE WiND SPEED PER TABLE R3-1,2,1.31) o The design of this structure is based upon the prescriptive approach using the 1.All work shall be performed in accordance with all state, 0 STRUCTURAL SHEATHING MAXIMUM NAIL SPACING (TABLE 3.1, WFCM HIGH WIND EDITION) Wood Frame Construction Manual,High Wind Edition (WFCM)published by The American Forest municipal,local zoning and bullding codes and ordinances SHEATHING LOCATION STUD SPACING and Paper Association. (2001) having jurisdiction and best standards of construction (SEE NOTE U (INCHES, O,G.) OR PANEL SIDING FOR 8d COMMON NAILS o NUME3ER OF NAILS NAIL SPACING Non-structural elements are based upon The New York State Residential Code-2007 Edition practice. (SEE NOTE 3) (INCHES, O.C,) JOINT DESCRIPTION For the Climatic and Geographical Design Criteria,see Table R301.2(1)on cover sheet. The American Institute of/vchitects Conditions shall apply E All non-engineered lumber to be Douglas Fir#2 or better to all work performed on this project. 4' PERIMETER EDGE ZONE16 6 0 ROOF FRAMING Wind Limitations-Section R301.2.1 2.The Contractor shall verify all conditions at the site. Any F 6 4-Sd Design Criteria-Section R301.2.1.1 (See Table R301.2.1.2 for Wind-Borne Debris Protection discrepancies must be brought to the attention of the Engineer RAFTER to TOP PLATE "TOE-NAILED) PER RAFTER Fastening Schedule For Wood Structural Panels) prior to commencement of construction. The Contractor shall be INTERIOR ZONE E 6 Dead Load-Sectlon R301.4 responsible for corrections not reported once he has started work 16 CEILING JOIST t0 TOP PLATE (TOE-NAILED) 4-Sd PER JOIST F 12 IEEE NOTE 2) Live Load-Section R301.5 except for hidden job conditions. 9-1601 EACH LAP Light and Ventilation-Section R303 3.Contractor shall guarantee to the Owner that all materials and E 4 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) Minimum Room Areas-Section R304 equipment incorporated in the work will be new,and that all work GABLE ENDWALL RAKE AND RAKE TRUSS 9-1601 EACH LAP Ceiling Height-Section R305 will be of good quality,free from faults and defects for a period F 4 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) Sanitation-Sectlon R306 of one year from the date cf the final Certificate of Occupancy. COLLAR TIE TO RAFTER (FACE-NAILED) 6-Sd PER TIE Toilet Bath and Shower Spaces-Section R307 4.The Engineer shall not he responsible for the construction means, E ■ NAIL SPACING AT PANEL EDGES (IN.) Glazing-Sectlon R308 methods,techniques,sequences or procedures,or for the safety F ■ NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN,) BLOCKING TO RAFTER (TOE-NAILED) 2-5d EACH END Garages and Carports-Section R309 precautions and programs in connection with the work,and he Emergency Escape and Rescue Openings-Section R310 shall not be responsible for the contractors failure to carry out I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH 'o 2-1601 EACH END Exits-Sectlon R311 the work In accordance with the construction documents. The o. RIM BOARD TO RAFTER (END-NAiLE�) Stalrwa s-Sectlon R311.5 610E OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE USED. WALL FRAMING y Engineer shall not be responsible for the acts or omissions by ' o Handrails-Section R311.5.6 the contractor. No changos shall be made In the documents '. Simpson Strong-Tte NOTE 1) PER FOOT Guards-Section R312 and/or the building as designed without the expressed written 2. TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING o. '� 2-16d (SEETOP PLATE TO TOP PLATE (FACE-NAILED) Smoke Alarms-Section R313 consent of the Engineer. MEMBERS WITH 630,49. FOR FRAMING MEMBERS WITH 0,42-<GZ0,49, THE NAIL SPACINGS SHALL BE 'o MT830C OR C516 1� TOP PLATES AT INTERSE=CTIONS (PAGE-NAILED) 4-16d JOINTS - EACH SIDE Foam Plastio-Section R314 5.The contractor and all subcontractors shall maintain continuous REDUCED TO 6 INCHES O.C. 0o COILED STRAP Flame Spread and Smoke-Section R315 Insurance coverage Including statutory policies(Worker AT EACH ROOF RAFTER 2-16d 24" O.C. Insulation-Section R316 Compensation,etc.)and general liability in an mount not 3. TABULATED 6 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS FRAMING STUD TO SCUD (FACE-NAILED) DwellingUnit Separation-Section R317 USE 8-1601 NAILS AT lfod 16" O.G. ALONG EDGES p less that$5 million and automobile liability and damage MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0,42tGt0.49, THE NAIL SPACINGS SHALL BE HEADER t0 HEADER (FACE-NAILED) Moisture Vapor Retarders-Section R318 coverage not less than$2 million. The Engineer shall be REDUCED TO 4 INCHES O.G. EACH END Protection Against Decay-Section R319 a named insured on any and all policies. z TOP OR BOTTOM PLATES TO STUD (END-NAILED) 2-16d PER 2x4 STUD o Protection Against Termites-Section R320 6, Provide copper termite shields over fibrous Site Address-Section R321 4, TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING STUD TO R001= RAFTER 3-16d PER 2x6 STUD insulation at all perimeter sills. MEMBERS WITH G30.49. FOR FRAMING MEMBERS WITH 0.42tGt0.49, THE NAIL SPACINGS SHALL BE I� I Accessibility-Section R322 7.All wood in contact wiu concrete or masonry to be Wolmanized a 4-16d PER 2x8 STUD Flood Resistant Construction-Section R323 or pressure creosoted. REDUCED TO 3 INCHES O.C. CONNECTION BOTTOM PLATE TO FLOOR JOIST, 133ANDJOIST, ENDJOIST OR BLOCKING (FACE-NAILED) 2-Ibd (SEE NOTE 1,2) PER FOOT Foundations-Chapter 4 8.a single station smoke detector alarm device shall be installed In each bedroom,on all floors and shall be all interconnected per code. Simpson Strong-tie FLOOR FRAMING Design based upon presumptive load bearing values of sandy gravel and/or gravel at 3000 pounds 9.All bathrooms without operable windows to be mechanically ventilated CS16 14"COILED STRAP per square foot. Contractor to consult Engineer If different soil materials are found upon excavation, as per New York State Code. 16" JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) or test hole,for alternative footing and foundation wall design. 10. Heating to be designed to provide 70 degrees F.with outdoor AT O.C. USE D, W NAILS 4-801 PER JOIST g g p g At EACH STUD, WRAP designed air-temperature of 0 degrees F.and 15 MPH wind. 2-801 EACH END Foundation Notes: 11.All electrical work to be in accordance to the rules and UNDER SILL PLATE BRIDGING t0 JOIST (TO:E-NAILED) 5/8"Anchor Bolts(SSTB 28)See chart on this sheet for spacing regulations of the N.Y.B.F.U.and a N.Y.B.F.U.certificate is MIN OVERLAP IS 12" BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END 8"poured concrete foundation wall,8'0"high,3000#test to be presented to the Owner at the completion of the job. • ' NOTE: Minimum depth-Section 403.1.4,48R minimum coverage to top of footing 12.Plumbing Installation to comply with State and Local codes 0 w BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-1601 EACH BLOCK 16"x" poured concrete wall footings,3000#test STRAPS MAY BE Q and the sewage disposal system to meet Health Department standards. e 3-1601 EACH JOIST 2-1 '/."x 11 7/8"Microlam Girder(or 3%"x 11 7/8"Power Beam) 13.Do not scale drawings. Use figure dimensions only. ' ' • ' PLACED O ER m LEDGER STRIP TO BEAM (FACE-NAiLt�) 4"poured concrete floor slab with 6x6x#10 mesh and vapor barrier 14.All work to conform to the rules and regulations of the New York 00 0 UNDER OR OVER o 3-801 PER JOIST Damp proofing at exterior foundation below grade-Section R406 Energy Conservation Construction Code. All glazed area to be double • ' SHEATHING o JOiST ON LEDGER TO BEAM (TOE-NAILED) 30"x 30"x 12"deep poured concrete column footings,3000#test glazed and all exterior doors to have insulated cores. 3-1601 PER JOIST Deck and porch footings as noted,3000#test,48 minimum buried depth 15.The Insulation protection as indicated on these plans exceeds • 0 C' BAND JOIST TO JOIST (EEND-NAILED) Foundation wall to extend a minimum of 8"above finished grade the Code's minimum standards. , , BAND JOIST t0 SILL OR TOP PLATE (TOE-NAILED) 2-16d (SEE NOTE 1) PER FOOT All footings to be carried down to undisturbed soil 16.These drawings and specifications are instruments of service and ' • ' 0 No footing shall be set higher than a 30 degree angle from any other footingshall remain the property of the Engineer whether the project for • ' ROOF SHEATHING Pour no concrete on frozen ground or In freezing weather rK which they are made is executed or not. They may not be used • ' , 801 SEE TABLE 3HEET Provide 3%_'steel[ally columns on any other project except by written authorization of the Engineer. .8 THIS S • , ' STRUCTURAL PANELS Backfill shall not be placed against the wall until the wall has sufficient strength and has been 17.The engineer has not been retained for site supervision,on-site anchored to the floor above,or has been sufficiently braced to prevent damage Inspections and certifications as required or requested by the owner, ' ' • ' DIAGONAL BOARD SHEATHING by the backfill(Section R404.1.7) , ' • • ' contractor or local building department. � o 11fx6" OR 111x8" 2-6d PER SUPPORT Floors-WFCM Prescriptive Method UPLIFT-CONTINUOUS PATH CONNECTORS 1"x10" OR WIDER 3-801 PER SUPPORT Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION 0 • ' Draftstopping-Section R502.12 USE SIMPSON STRONG-TIE CONNECTORS 00 CEILING SHEATHING Fireblocking-Section R502.13 FOLLOW PRODUCT SELECTION GUIDE AND 0 , • - 5d COOLERS -1" EDGE / 10" FIELDINSTALLATION MANUAL FOR HIGH WIND RESISTANT • • ' , ; Cr1 GYPSUM WALLBOARD Floor Construction: CONSTRUCTION CATALOG C-HW02V ATHING Y4"OSB plywood subfloor,fasten per Table 3.1 WFCM o 0 • ' Simpson Strong-Tie Floor joists:See Foundation and Floor Plans,spacing as noted ANCHOR BOLTS IN FOUNDATION USE: 0 WALL SHE ' CS16 14" COILED STRAP - W�- �r STRUCTURAL PANELS ad 6EE TABLE 3.9 THIS SHEEP Fasten per Table 3.1 WFCM SSTB28 WITH BEARING nLATE,SEE FOUNDATION ' �� _- _ C4 2-2x6 ACQ sill with copper termite shield and sill seal NOTES FOR SPACIP.,G , I 16 E C. USED NAILS f AT EACH STUD ` FfREBOARD PANELS Finish floors per agreement 0 „ � 1/16" 601 3" EDGE / 6" FIELD SILL PLATE TO RIM JOIST USE: 0 MIN OVERLAP IS 21 4= Wall Construction-WFCM Prescriptive Method LTP4 16"O.C.AT E.,-rERIUR PERIMETER m 3" EDGE / 6" FIELD Table framing and finishing shall be nailed and or screwed in accordance with AND GARAGE/HOUSE COMMON WALL ,i FLOOR TO FLOOR CONNECTiONS � t � 25/32 801 Table 3.1 WFCM USE 4 8d NAILS AT Tynt"H END n, m 1x6 Pine fascia,wrap {� � GYPSUM WALLBOARD 501 COOLERS -1" EDGE / 10" FIELD Overhangs as noted GARAGE STUD TO GARAGE SILL PLATE USE: BILL PLATE TO RIM JOIST ,AND 1U HARDBOARD IL TABLE 3.9 THIS SHE Vinyl vented soffits SSP CONNECTOR AT 16"O.C. X Z Aluminum gutters and leaders USE 4 8d NAILS AT EA(,H END RIM JOIST TO STUD CONNECTION d PARTICLEBOARD PANELS Bd 9 6EE TABLE 3. THIS SH Siding:See Elevations Tyvek housewrap RIM JOIST TO STUD CONNECTION USE: +h"OSB sheathing,see fastening schedule,Table 3.1 WFCM MTS 12, 16-O.C. r�f1 = A) DIAGco ONAL BOARD SHEATHING O T 2x6 Studs @ 16"o.c.with 2x6 shoe and double 2x6 plate USE 4 8d NAILS AT EACH END Simpson Strong-Tie BL GKING ,AT O cA I"x6" OR I" SUPPORT 2-801 PER PP R +/Z Gypsum wall board C816 11/4 COILED 1/2" SPACING� (P � A- � , 3-801 5/8"Type X GWB In garage FLOOR TO FLOOR CONNECTION USE: �� ALLOWS p 24!'l O,G, ALLOWS C4 1„x10 PER SUPPORT OR WIDER Y?MR GWB in wet areas MSTA 36, 16-O.C. STRAP WIN MIN 12 HOLDDOWN 3� FLOOR SHEATHING At least one window In each sleeping room shall comply with the exit requirements of section R310 USE 4 Bd NAILS AT EACH END OVERLAP AT EACH HOLDDOWN INSTALLATION C14 Note drilling and notching limitations In figure R602.6(1)for bearing walls FOR CANTILEVER CONDITION USE MTS12, 16"O.C. STUD INSTALLATION SIDEWALL STRUCTURAL PANELS and figure R602.6(2)for non-bearing walls. USE 4 8d NAILS AT EACH END ad 6" EDGE / 12" FIELD 1Z.. • „ Follow exterior corner framing detail figure R602.10.5 m I OR LESS RAFTER TO STUD CONNECTION USE: A U-. Roof Assemblies-WFCM Prescriptive Method MTS 12, EACH ROOF RAFTER , ENDWALL O U- GREATER THAN i" IOd 6" EDGE / 6" FIELD Asphalt strip shingles shall have a minimum of six(6)fasteners per shingle(section R905.6) USE 8 16d NAILS AT EACH ENDlu , Underlayment application(Section R905.2.7) HOLDDOWN 0 0 0 F- DIAGONAL BOARD SHEATHING For roof slopes of two(2)units vertical in twelve(12)units horizontal(17-percent slope), RAFTER TO RIDGE TO RAFTER CONNECTION USE: (PHOS) CORNER STUD u to four(4)units vertical in twelve 12 units horizontal(33-percent slope),underlayment 0 � I"x6" OR I"x8„ 2-801 PEER SUPPORT p ( ) ( ) ( p p CS20 USE 8-801 NAILS IN EACH END CONNECTED TO _ , shall be two(2)layers applied in the following manner.Apply a 19-Inch(483 mm)strip of AT EACH ROOF RAFTER '1=NCiINEE I"x10" OR WIDER 3-801 (yl PER SUPPORT underlayment felt parallel with and starting at the eaves,fastened sufficiently to hold In place. 0 TRANSFER SHEAR 0 0 ~w~ter `,C'� �Y T. Starting at the save,apply 36-inch-wide(914 mm)sheets of underiayment,overlapping DECK POST TO CONCRETE CONNECTION USE: 2-1601-COMMON -�� " successive sheets 19 inches 483 mm),and fastened sufficient[ to hold in lace. c o r. (" 1. NAILING REQUIREMENTS ARE BASED ON WALL SHE: NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL SHEATHING Is NAILED 3 ON-CENTER AT THE PANEL EDGE ( y p PBS44A FOR EACH POET-USE 14-16d NAILS 0 HOLDDOWN NAILS AT 10" O.C. '"`'' TO OBTAIN HIGHER SHEAR CAt'ACITIEs,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, For roof slopes of four(4)units vertical In twelve(12)units lPHD5) ° I +,i 1't cc SHALL BE USED To MAINTAIN THE LOAD PATH. DECK POST TO GIRDER CONNECTION USE: .n ( I,jl Ice Protection(Section R 905.2.7.1) PC44 FOR EACH POST -2-1601 COMMON ® CORNER STUD � � y 2,WHEN WALL SHEATHING IS CONTINUOUS OYER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO Prod NAIL PER FOOT, Underlayment In High wind(Section R 905.2.7.2) " 0 CONNECTED TO r` r C Flashing(Section R 905.2.8) GIRDER TO DECK J .IST CONNECTION USE: 6� 0 NAILS AT 6 O.G. TRANSFER SHEAR U (TABLE 3.11 WFCM NIGH WIND EDITION) ^ C Chimney's and Firespaces-Chapter 10 MTS12 @ EACH J013T t `' " Energy Efficiency-Chapter 11,see attached report FLOOR TO FLOOR CON1�t �i"1r IONS- WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Mechanical-Chapter 12 PORCH POST TO DECK USE: - (110 MPH 3-SECOND GUST = SO MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1.2.1.31) General Mechanical Systems-Chapter 13 2-A04 -USE 14-1Gd PAILS CANTILEVER CONDITION Heating and Cooling Equipment-Chapter 14 ` STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Exhaust Systems-Chapter 15 PORCH POST TO GIRDER USE:2-AC4 JEFFREY T. SUTLER, P.E. SHEATHING LOCATION STUD SPACING0R PANEL SIDING FOR 801 COMMON NAILS Duct Systems-Chapter 16 USE 14-16d NAILS (SEE NOTE 1) (INCHES, O.C.) Combustion Air-Chapter 17 (SEE NOTE 3) (INCHES, O.G.) Chimneys and Vents-Chapter 18 PORCH ROOF RAFTER TO GIRDER USE: 1 3/4" MINIMUM BP E 6 Plumbing-PartVll Simpson Strong-Tie MTS 12 AT EACH ROOF RAFTER EDGE DISTANCE MOLD DOWN 5RACKETS AT SHEAR WALL CORNERS, 4' EDGE ZONE 16 F 12 IEEE NOTE 2) H-2.5 CLIPS � 16" O,C, E 6 USE 9-8d NAILS AND WINDOW ,AND DOOR OPENINGS N INTERIOR ZONE 16 F 12 AT EACH STUD E ■ NAIL SPACING AT PANEL EDGES (IN,) (FLOOR TO FLOOR 4 FLOOR I O Q F ■ NAIL SPACING AT INTER SUPPORTS IN THE PANEL FIELD (iN.) RSimpson Strong-Tie U210 2x6 4" FOUNDATiON;WFC:M FIGURE 3.8a 4 3,Sb) } 1, FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT AT EACH RAFTER REQUIREMENTS SHALL BE USED, Simpson Strong-Tie 4-lOd x 1 1/2" SHEATHING ATTACHED TO STUD FRAMING Is ° AT EACH POST RIDGE TENSION STRAP 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES NOTE: CS20 USE -� MEMBERS WITH G20,49ATTACH LEDGER TO FRAMING 1N EACH END AT NAILS . FOR FRAMING MEMBERS WITH 0.42SGW.4% THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.G. ' : •_ ;,. 4 MEMBER WITk 2=1/2" X 5" LAG SEE PLAN : EACH ROOF RAFTER 3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMfttED t0 BE SUBSTITUTED I BOLTS AT 16" ON CENTER .. FOR COMMON NAILS. D D D A� 4 UJ •� O 44 0 . Z� `0 ; b 'p Simpson Strong-Tie (TABLE 3.28 WFCM HiGH WIND EDITION-2001) - ' .' - 4 U210 2X6 D D D ++D D D D D D O OTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL 4 SHEAR LOADS ° ° ° ° AT EACH CEILING JOIST v RAFTER z .JILL R B �° d �° i/ d �° d �° d �° d 4-IDd x 1 I/2" MAXIMUM ANCHOR MAXIMUM ANCHOR BOTTOM PLATE TO FOUNDATION FOUNDATION ° 4 Q BOLT SPACING (IN.) BOLT SPACING (IN.) , ,�;; � � - � �° � BOLT CONNECTION RESISTING SUPPORTING (1/2" ANCHOR BOLTS) (5/8" ANCHOR BOLTS) ° D ° ? ° D ° p ° D 4 Simpson Strong-Tie a a RIDGE BEA JOIST HANGER REQUIRED AT LATERAL AND SHEAR LOADS 1-3 STORY 30 45 U210 2X6 Ot�I RAL CEILINGS LSSU AT EACH DECK/PORCH JOIST •` LSSU OR EQUAL 2" MINIMUM ' D ° D ° D 0 .� 4-I06 x 1 1/2" r SIDECOVER ••.::'a;g' RIDGE PAGE : WALL TO �° d �° . 4 t I ' �/ Simpson Strong-Tie PB Simpson44 Strong-Tie NOTE: MAX 12" FF' EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMP50N, SES DETAIL FOUNDATION � 'Q . ° p TYPICAL PORCH/DECK SSTB28 WITH BP AT EACH POST FOOTING TENSION-STRAP ° PORCH COLUMN CONNECTIONS DETAIL CONNECTIONS p n LEDGER CONNECTIONS ANCHOR BOLT DETAIL I DESIGN CRITERIA *THESE PLANS ARE INCOM�FLETE WITHOUT DET IL SHEETS (ACCENI)UM TO C)RAWINC-i SET)* SEE DETAIL SHEET FOR WIND SUBJECT TO DAMAGE FROM WINTER ICE SHIELD HIGH WIND CONNECTION USE/ REQUIREMENTS 0'�ED AS NOTED (,OMP -Y W!TH ALL CODES OF GROUND SEISMIC FROST QP�P - SPEED EXPOSURE DESIGN UNDERLAYMEN7 FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF ; ' Y E & TOWN CODES SNOW DESIGN LINE AER. YORK STATE (MPH) CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION OPENING PROTECTION BY DATE:. B.P.#3 `w' �. — AS REQUIRED AND CONDITIONS OF LOAD MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE ■ 33.2 pef EDGE ZONE ■ 25.6 pef „ FIRST FLOOR - 1826 60,FT, WOOD STRUCTURAL PANELS FEE: B� SOUTHCLD TC'vVN ZB,A 45 pef 120 5 G SEVERE 36° TO HEAVY MODERATE 11 YES FIRM MAFIG 40 psf 20 pef INTERIOR ZONE ■ 26.6 psf INTERIOR ZONE ■ 18.9 psf SPO 21 O SECOND FLOOR = 1250 50,FT TYPE Y PERSUANT TO 1609.1.4, SEE FASTENING SCHEDULE ON NOTIFY BUILDING DEPARTMENT ATDETAIL SHEET IN THIS SET 765-1802 8 AM TO 4 PM FOR THE SCS"SCLC TC�dN PLAN°d'NG BOARD FOLLOWING INSPECTIONS: .� .f SC� HCLD TC'v"JN TRUSTESS 1. FOUNDATION - TWO REQUIRED N Y.S.DcC FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL PROPOSED.RENO/ADDITION EXISTING DWELLING ALL CONSTRUCTION SHALL MEET THE MEET THE REQUIREMENTS OF THE U REQUIREMENTS OF THE CODES OF NEW CODES OF NEW YOr,K STATE. YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. — — — — — OCCUPANCY OR _ - _ __ PLUMBER CERTIFICATION UNLAWFUL — _ —_ ID T BEFORE USE I S U N LA MATCH EXISTING ROOFING ID ON LEAD CONTENT U CERTIFICATE OF WITHOUT CERTIFICATE SOLDER USED IN WATER OF OCCUPANCY - - NNOT ° SUPPLY SYSTEMo CAD __ _ w EXCEED 2/10 OIc1%LEA 'D CERTIFICATION OF V NAILING & CONNECT MATCH EXISTING PLUMBING REQUIRED. OVERHANGS AND TRIM ALL PLUMBING WASTE II &WATER LINES NEED I LL I LU TESTING BEFORE COVERING FLOOD ZONE---V--... TER 46 — — RETAIN COMPLY WITH CHAP a STORM WATER RUNOFF FLOOD DAMAGE PREVENTION MATCH Ex16?!NG SIDING— — — -- PURSUANT TO CHAPTER 236 SOUTHOLD TOWN CODE. — OF THE TOWN CODE. _ - -- FFf UIIDEBRITERS CERT ACAM REQUIRED - -dill . =[ff—LLL=L�-J Lu cv MATCH MATCH EXISTING EXISTING 1�-t u .EFT 610E ELEVATION ��- � �- X Xzu Md O 0 W do tu p EXISTING DWELLING PROPOSED RENO/ADDITION cl v lu 1,1' 11 _ J H 00 PROvID CEPS AND RAIL CODE. ---- r TYPICAL ALL ATFORMS ® - JEFI=REV T. SUTLER, P.E. =F R� '' _A ELEVATION - O O � o w =- z a o r'— �tO V ZO (1 PROVIDE STEPS z } °z r AND RAIL PER CODE, TYPICAL ALL PLATFORMS Q^ O z Q Z lu fv ti) O ° N o W RIGHT SIDE ELEVATION F G E , SEE DETAIL SHEET FOR HIGH WIND CONNECTION REQUIREMENTS OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 1603.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET EXISTING COVERED PORCH EXISTING COVERED PORCH Z. N Z ' O EX 11 FOYER a a EXISTING DEN EXISTING BEDROOM z N La ,r m 0 IL z - - - - - - - - - - CE"Is'TINCS DOOR TO 6E REMOVED ►' MAINTAIN 96'MIN OPENING EXISTING LIVING ROOM EXISTING BEDROOM EXISTING BEDROOM ` m m PROPOSED UPPER FOYER rL r EXISTING DOOR \\ r U TO 8E REMOVED v MAINTAIN 96'MIN OPENING % 1 q x u- . � d EXISTING COMP ROOM UJ n� l�- cq EXISTING DINING ROOM EXISTING LAUNDRY ROOM LL I �--------- 1,' I 1 1 1 EXISTING BATH 1 1 .------- I � FILL IN FLOOR SYSTEM 1 1 R ENGINEER: -------- ABOVE,PATC44 CEILING r>>� } � AS REQUIRED.......... - ' 1--- w---+ I I I I Lll 1 1 EXISTING JEFFREY T. BUTLER, P.E. BATH ------- EXISTING KITCHEN TBR TBR I I 1 1 I I O } 3'10" i i 19'4" 1 I I I 1 1 1 1 I 1 1 I 1 1 1 1 ' 1 • 4 (� 1 1 I I 1 1 . Irj 1 `----------- •---------------------------------------------------------, I O 111 p Q o --------- -------------------------- ---------------------------------- U , I to QZ 1 1 � z EXISTING REAR DECK TBR ; Q (� u 0 ' 1 � o ° I 1 1 1 ^ O =3 . ------------------------- -\� Z 0 CL EXISTING FllR6T FLOOR AND DEMO PLAN EXISTING 5ECOND FLOOR FLANo u- o EXISTING LIVING AREA = 166 SQ. FT. EXISTING LIVING AREA = 156 SQ. FT. Q-. u � Q 'AGE : 2 of (o SEE DETAIL SHEET FOR HIGH WiND CONNECTION 411 VTR REQUIREMENTS OPENING PROTECTION BY WOOD STRUCTURAL PANELS PROPOSED BATT-I P1=RSUANT TO 1609,I.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET 1 1 :21 Lt4v W.c. I . TUB/ SHOWER RR310.1.1 Minimum opening area. All emergency escape and rescue , openings #hall have a minimum net clear opening of 5.1 square feet (0.530 SECOND FLOOR m2), EXCEPTION: Grade floor openings shall have a minimum net clear opening of 5 square feet (0.465 m2). 311 RR310,1.2 Minimum opening height, The minimum net clear opening height shall be 24 inches (610 mm). PROPOSED BATH 311 RR31011.3 Minimum opening width. The minimum net clear opening width --------------------------- --------- 311--- shall be 20 inches (508 mm). 211 11,--------- 3 RR310,1.4 Operational constraints, Emergency escape and rescue PROPOSED KITCHEN ' `V W.C. openings shall be operational from the inside of the room without the use7 `n SINK: of Keys or tools. SHOWER ,W. MAIN FLOOR 211 2Ir2„ 311 311 311 411 •--- FAI 1 C.O. 1 C.O. C.O, II To AN APPROVED '� , SANITARY SEPTIC SYSTEM a}n IOLUMIBING RISER DIAGRAM (NTS) HOUSE RRAP 0 >n NOTE: CONSULT ENGINEER EXISTING BRICK FOU ATION� FOR ANY UNDERPINNING WORK TO BE DONE PRIOR TO EXISTING CELLAR EXCAVATING w w a a EXISTING EXISTING a DINING ROOM COMPUTER ROOMCq PROVIDE ANCHOR BOLTS At EACH CORNER � � O ® O (q SIMPSON PHD5 (TYPICAL) - SEE DETAIL SHEETS m PROVIDE $/8" ANCHOR BOLTS 32" O.G. MAX. Z z Z WITHIN i' OF EACH SPLICE IN SILL PLATE N `n ANCHOR AND BOND SEE DETAIL SHEET FOR INSTALLATION / NEW TO EXISTING ue ` C() WiTH 04 BARS, 12 O.C. %D VERTICAL (TYP.) `R I �I !2'777777 V11 �- _ o o X I I r `-----D---------+ 1 E n CUT IN 30" WIDE I o I c PROP. ' O AccEss To NEW p PROPOSED o e44p PROPOSED I c1 I CELLAR AREA 4 -v TUB/SHOWER = Q . LU �O I `° PANTRY o CLOSET z S'0"GLG.W.T. S'O" 'L.G.NGT, '^ O. O i i 8'O GLG.NGT. U! g,On 312" 2,ox 5'2x a gr�x '2x a O W I u` s, 8 c O n N e N PROPOSED N d 11, � PROPOSED o N 1 o O I a '� N BATH Uj � o W— CL 4 i I ••4 rn 8 0 C .NG a .j.• 6 ® S'O'GLG.W.T. >►1�— S(} a I il i 5"PORCH P 8T,TYP 2'6" (KLL I > I Q- ° 3-2X8 GIRDER ' D, DROP FOUNDATION TO ALIGN i o ------ - - 1 o I FINISHED FLOOR HEIGHTS ABOVE 2k6 ACQ I�-';' - 2X6 WALL ' �nU iV Y }' PROVIDE DOUBLE 2X6 ACQ SILL i 16"O. �° �° Q'�Q W- F4 1 O�I_ITOV W O t i (L 2X8 RIDGE 1 I _Q I---_- 2X6 WALL ENGINEER: t w., � � ' X I U , U cc - c -J-T � ' a to `ao ' 1 -+ O ,•+'A y� �,I�' a EXCAVATED CELLAR 1 1 W °O °° I it ,. N I 0 I D I LL N N I I I I 1 4' P.C. SLAB I m , , , s v 1 1 ,,.' '�.._.,s fl (•-;.•, °� ,'1 I w 1 I I I • Ln I ❑ 10 ' • "O. I /2X10 R.R.•16"0.6. I N , —�_ /12"TA 360 F.J. 01 III! ' D ' I v I -I J X •12.O.G. PROPOSED GIRDER r.:. n i $'3° N 3-2X8 GI SLOPE uP � PROPOSED ' FLAT � SLOPS UP I " KITCHEN 1 = Y ' BEDROOM I r > i 1 6'4" LetN _ MATC 4 EXISTING i CATH GLG. �a' IDo ---------------- 12!" r ' 4121. F , v ° p 4 ° a , N ISLAND $ 1 ® 10 G.J. 16"O.C. I 0 ri^ `,�•.`q13�' �'` 1 I O.G. a p o'p , H AT 10'(3"I A.F.F. •- -- -- -- -- -- - o -- I JEFFREY T. BUTLER, P.E. • I 1 1 M r 119'4' 8' THiCK X 1'0"4/-) HIGH i 1 1914" N , , N P.C. WALL ON 16" X 8" ° F ,Nn POURED CONCRETE N FOOTING,, TVP. = i v ° a ° � � 0 - ------------ a a 1 I 1 O _ r BILCO DOOR ' 3-I 3/4" X 9 1/2" LVL HDR, iv 3-1 3/4" X 9 1/2" LVL HDR. ----------- -------------------------------------- I i U. 0 v I N SIZE C,YERIFY SIE ' ' z O v a . p 4 p . o• v a • p d p , c• v a p d ° . Q. . _ - U 2 ----------- --- ------ ---,------------ � FWG 100611 21052-3 � � ll.l 0 U O 4X8 AGZt-L-EISfsEI�---- -- V d Q x 1 I ' 4'611 • 5'6" 5'611 FMn 4'6" 5/4" X 6" DECKING Q '� z m I ' -2x18 ACQ GiRDER,--�2-2x10 ACO GiR ETy� 12" EIA x MIN 48EEP ,�� - - - - -Fa+-- -_- _____"E1 " P cp O - '-----'------_t •-- '--- - To UNDiSTURBED 16OIL fv N Q LINE OF DECK PLATFORM P.C. PIER WITH 6x6 ACQ STEPS TO GRADE POST TO DECK GIRDER. PROVIDE RAIL PER CODE 2010" ANCHOR PER DETAIL lu 1J Q SHEET, TYP. Z J N 10'0" 10'011 10'0" 10'0" n 0 O L� V4 201Orl 201011 FIRST FLOOR PLN SECOND FLOOR FLAN 0 � a FOUNDATION FLAN. , PROPOSED ADDITION • 494 SQ, FT, PROPOSED ADDITION ■ 494 SQ, FT. ® SMOKE DETECTOR ® SMOKE DETECTOR INTERCONNECT PER CODE INTERCONNECT PER CODE CARBON MONOXIDE DETECTOR CARBON MONOXIDE DETECTOR ONE PER FLOOR ONE PER FLOOR e 3 of �o SEE DETAIL SHEET FOR HIGH WIND CONNECTION REQUIREMENTS OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET 2x12 RIDGE 2x10 RAFTERS 1/2" CDX SHEATHING 15"FELT ASPHALT ROOF SHINGLES 12 2 CONT RDGE VENT MATCH MATCH ROOF VENTILATION 1:300 OF THE INSULATED EXISTING EXISTING §RR406 §RR314 §RR315 CEILING AREA UNIFORMLY DISTRIBUTED PROPOSED FOUNDATION WATERPROOFING AND DAMPPROOFING STAIRWAYS HANDRAIIS EAVE PROTECTION TO EXTEND FROM"HE EDGE OF ATTiC THE ROOF, 36" UP THE SLOPE BUT NOT LESS TRAP: 12" BEYOND §RR406.1 Concrete and masonry foundation dampproofing.Except where §RR314.1 Width.Stairways shall not be less than 36 inches(914 mm)in §RR315.1 Handrails.Handrails having minimum and maximum heights of 34 THE INTERIOR FACE OF THE EXTERIOR WALL required to be waterproofed by§IRR406.2,foundation walls that retain clear width at all points above the permitted handrail height and below the inches and 38 inches(864 mm and 965 mm),respectively,measured vertically BAFFLE AS REQUIRED FOR ROOF VENTILATION R-30 INSULATION earth and enclose habitable or usable spaces located below grade shall be required headroom height. Handrails shall not project more than 45 inches from the nosing of the treads,shall be provided on at least one side of dampproofed from the top of the:footing to the finished grade. Masonry (114 mm)on either side of the stairway and the minimum clear width of the stairways. All required handrails shall be continuous the full length of walls shall have not less than 3/9 inch(9.5 mm)portland cement parging stairway at and below the handrail height,including treads and landings, the stairs with two or more risers from a point directly above the top applied to the exterior of the wall. The parging shall be dampproofed with shall not be less than 31.5 inches(787 mm)where a handrail is installed riser of a flight to a point directly above the lowest riser of the flight. I/2" GWB a bituminous coating,3 pounds per square yard(1.63 kg/m2)of acrylic on one side and 27 inches(698 nun)where handrails are provided on both Ends shall be retuned or shall terminate in newel posts or safety R-30-C INSULATION -� modified cement,1/8-inch(3.2 rnm)coat of surface-bonding mortar complying sides, terminals. Handrails adjacent to a wall shall have a space of not less with ASTM C 887 or any material permitted for waterproofing in§RR406.2. than 15 inches(38 mm)between the wall and the handrail. NOTE: PROVIDE SIMPSON LSSU28 Concrete walls shall he dampproofed by applying any one of the above listed Exception:The width of spiral stairways shall be in accordance with RR315.2 Handrail size.All required handrails shall be of one of JOiST HANGERS At EACH RAFTER/ N dillnpproofing materials or any one of the waterproofing materials listed in $88314.5. § SriPCEILING JOIST CONNECTION. z §RR406.2 to the exterior of the wall. the following types or provide equivalent graspability. §RR314.2 Treads and risers.The maximum riser height shall be 8-1/4 inches rp §RR406.2 Concrete and masonry foundation waterproofing.In areas where a (209 mm)and the minimum tread depth shall be 9 inches(229 mm). The riser Type I. Handrails with a circular cross section shall have an outside hi€;h water table or other severe soil-water conditions are known to exist, height shall be measured vertically between leading edges of the adjacent diameter of at least 1-1/4 inches(32 mm)and not greater than 2 inches to exterior foundation walls that retain earth and enclose habitable or usable treads.The tread depth shall be measured horizontally between the vertical (51 mm). If the handrail is not circular it shall have a perimeter 1/2" GWB spaces located below grade shall be waterproofed with a membrane extending planes of the foremost projection of adjacent treads and at a right angle to dimension of at least 4 inches(102 mm)and not greater than 6-1/4 inches :n-i STUDS PROPOSED from the top of the footing to the finished grade. The membrane shall the tread's leading edge. The walking surface of treads and landings of a (160 mm)with a maximum cross section dimension of 2-1/4 inches(57 mm). R-15 I BUILATION' consist of 2-ply hot-mopped felts,55 pound(25 kg)roll roofing,6-mil stairway shall be sloped no steeper than one unit vertical in 48 units BEDROOM (0.15 mm)polyvinyl chloride,6-mil(0.15 mm)polyethylene or 40-mil(1 mm) horizontal(2-percent slope). The greatest riser height within any flight Type Il. Handrails with a perimeter greater than 6-1/4 inches(160 mm) OSB °'I•IE ATHiNG polymer-modified asphalt. The joints in the membrane shall be lapped and of stairs shall not exceed the smallest by more than 3/8 inch(9.5 mm). shell provide a graspable finger recess area on both sides of the TYVEK 5F!ZATHING sealed with an adhesive compatible with the waterproofing membrane. The greatest tread depth within any flight of stairs shall not exceed the profile. The forger recess shall begin within a distance of 3/4 inch ViNYL SIDING smallest by more than 3/8 inch(9.5 mm). (19 mm)measured vertically from the tallest portion of the profile and EXCEPTION:Organic solvent based products such ash hydrocarbons, achieve a depth of at least 5/16 inch(8 mm)within 7/8 inch below the 8 P Y P chlorinated hydrocarbons,ketons and esters shall not be used for ICF §RR314.2.1 Profile.The radius of curvature at the leading edge of the widest portion of the profile. This required depth shall continue for at 3/4" T4G ADVANTEC SUBFLOOR walls with expanded polystyrene form material. Plastic roofing cements, tread shall be no greater than 9/16 inch(14.3 mm).A nosing not less than least 3/8 inch(10 mm)to a level that is not less than 1-3/4 inches acrylic coatings,latex coatings mortars and pargings are permitted to 3/4 inch(19.1 mm)but not more than 1.1/4 inches(32 mm)shall be (45 mm)below the tallest portion of the profile. The minimum width of R-30 INSULATION be used to seal ICF walls. Cold setting asphalt or hot asphalt shall provided on stairways with solid risers. The greatest nosing projection the handrail above the recess shall be 1-1/4 inches(32 mm)to a maximum Z I/2" GWB conform to type C of ASTM D 449. Hot asphalt shall be applied at a shall not exceed the smallest nosing projection by more than 3/8 inch of 2-3/4 inches(70 mm). Edges shall have a minimum radius of 0.01 inch temperature of less than 200 degrees. (9.5 mm)between two stories,including the nosing at the level of floors (0.25 mm). and landings. Beveling of nosing shall not exceed 1/2 inch(12.7 mm). §RR406.3 Dampproof ng for wood foundations.Wood foundations enclosing Risers shall be vertical or sloped from the underside of the leading edge to habitable or usable spaces located below grade shall be dam §RR316 dampproofed in of the tread above at an angle not more than 30 degrees from the r w accordance with§RR406.3.1 through§RR406.3.4. vertical. Open risers are permitted,provided that the opening between GUARDS treads does not permit the passage of a 4-inch-diameter(102 mm)sphere. §RR406.3.1 Panel joint scaled.Plywood 1 joints in the foundation §RR316.1 Guards required.Porches,balconies or raised floor surfaces PROPOSED J P joints more than 30 inches(762 mm)above the floor or grade below shall U walls shall be sealed full length with s caulking compound capable of EXCEPTIONS: have guards not less than 36 inches(914 mm)in height. Open aides of KITCHEN w producing a moisture-proof seal under the conditions of temperature and Q moisture content at which it will be applied and used. 1.A nosing is not required where the tread depth is a minimum of 11 stairs with a total rise of more than 30 inches(762 mm)above the floor or inches(279 mm) grade below shall have guards not less than 34 inches(864 mm) §RR406.3.2 Below grade moislture barrier.A 6-mil-thick(0.15 mm) in heightmeasured vertically from the nosing of the treads. polyethylene film shall be applied over the below-grade portion of 2.The opening between adjacent treads is not limited on stairs with exterior foundation walls prior to backfilling. Joints in the a total rise of 30 inches(762 mm)or less. §RR316.2 Guard opening limitations.Required guards on open polyethylene film shall be lapped 6 inches(152 mm)and sealed with sides ofstairways,raised floor areas,balconies and porches shall have 3/4" TtG ADVANTEC SUBFLOOR ; adhesive. The top edge of the polyethylene film shall be bonded to the §RR314.3 Headroom.The minimum headroom in all parts of the stairway intermediate rails or ornamental closures that do not allow sheathing to form a seal. Film areas at grade level shall be protected shall not be less than 6 feet,8 inches(2032 mm)measured vertically from passage of asphere 4 inches(102 mm)or more in diameter. from mechanical damage and exposure by a pressure preservatively treated the sloped plane adjoining the tread nosing or from the floor surface of the R-30 INSULATION lumber or plywood strip attached to the wall several inches above finish landing or platform EXCEPTION:The triangular openings formed by the riser,tread , grade level and extending approximately 9 inches(229 mm)below grade. and bottom rail of a guard at the open side of a stairway are The joint between the strip and the wall shall be caulked full length §RR314A Winders.Winders arermitted,provided that the width of the permitted to be of such a size that a sphere 6 inches(152 mm)cannot pass prior to fastening the strip to the wall. Other coverings appropriate to tread at a point not more than 12 inches(305 mm)from the side where the through PITCH GRADE s• D PITCH GRADE dine architectural treatment may also be used. The polyethylene film treads are narrower is not less than 10 inches(254 mm)and the minimum AWAY FROM ]4' AWAY FROM ♦ CA shall extend down to the bottom of the wood footing plate but shall not width of any tread is not less than 6 inches(152 mm). The continuous FOUNDATION EXCAVATED CELLAR FOUNDATION � O overlap or extend into the gravel or crushed stone footing. handrail required by§RR315.1 shall be located on the side where the NOTE: IN TERMS OF UPLIFT CALCULATIONS, ►. tread is narrower. THIS IS A THREE STORY BUILDING (ROOF PITCH §RR406.3.3 Porous fill.The space between the excavation and the GREATER THAN 1 PITCH) . rL t foundation wall shall be backfilled with the same material used for §RR314.5 Spiral stairs.Spiral stairways are permitted for interior use N footings,up to a height of 1 foot(305 mm)above the footing for well- as a component of the means of egress from a habitable room,a basement or drained sites,or one-half the total backfill height for poorly drained an attic,provided the minimum tread width shall be 26 inches(660 mm)with Beckfl II shah I not be placed against the ♦ 2-2x6 ACQsites. The porous fill shall be covered with strips of 30-pound(13.6 each tread having a 7-1/2-inch(190 nun)minimum tread depth at 12 inches wall until the wall has sufficient stre th CZ kg)asphalt paper or 6-mil(0.15 mm)polyethylene to permit water seepage (305 mm)from the narrow edge. All treads shall se identical,and the rise 5/8" ANCHOR BOLTS • 36" O,C, 1 1 1while avo' ' infiltration of fine soils. shall be no more than 9-1/2 inches(241 mm). Anummum headroom of 6 feet, and has been anchored to the floor above, i, 4" SLAB SILL SEAL 1-�i f 8 6 inches(1982 mm)shall be provided. A spiral stair is not permitted to or has been cufficlently braced to prevent damage TERMITE SHIELD y §RR406.3.4 Backfill.The remainder of the excavated area shall be be the only means of egress from a story of a building. bg the backf iII (Section R404,1.1) •e 8" CONC. FOUNDATION �- \D )- q backfilled with the same type of soil as was removed during the B"x16" CONC. FTG. excavation. §RR314.6 Circular stairways.Circular stairways shall have a tread depth DAMPROOF BELOW GRADE � X Z U- at a point not more than 12 inches(305 mm)from the side where the treads Q are narrower of not less than 11 inches(279 mm)and the minimum depth of SEE DETAIL SHEET FOR antread shall not be less than 6 inches(L"2 ram). Tread depth at an * ANCHOR BOLT SPACING = walking line,measured a consistent distance from a side of the stairway, SEC 1 ION A-A L♦ O shall be uniform as speed in§RR314.2. §RR314.7 Illumination.All stairs shall be provided with illumination in accordance with§RR303.4. O §RR314.8 Under stair protection.Enclosed accesrible space under stairs shall have walls,under stair surface and any soffits protected on the Cq enclosed side with 1/2-inch(12.7 mm)gypsum board. m §RR314.9 Bulkhead enclosure stairways.Stairways serving bulkhead enclosures not part of the required building egress and providing access LU from the outside grade level to the basement shall be exempt from the LUJ requirements of§RR312,§RR314 and§RR315 when the maximum height from the basement finished floor level to grade adjacent to the stairway is covered by a bulkhead enclosure with hinged doors. ENGINEER: 'f^��1i I�r �„t • TABLE 8402.2 ~ MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM 6PECIFIED COMPRESIVE STRENGTH (F C) TYPE OR LOCATIONS OF WEATHERISING POTENTIAL JEFFREY T,^BUTLER, P,E, CONCRETE STRUCTURES NEGLIGIBLE MODERATE SEVERE BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT 2,B00 2r�002,1500c .. 0 EXPOSED TO THE WEATHER nn// t- 1�- O Qn BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT 2,500 2,500 2,500` O N GARAGE FLOOR SLABS t BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND Z c O 2,500 3,000° aOO& 3 U in0 OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER Z O Uz o Q PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 2,500 3,000°'a 3500°'a FOR SI: I POUND PER SQUARE INCH ■ 6,895 KPA, Z A. AT 28 PSI, (� N Z Q 4 B, SEE TABLE R301,2(i) FOR WEATHERING POTENTIAL, 111 O K C, CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE iN ACCORDANCE WITH FOOTNOTE D. F- •_ D. CONCRETE SHALL 15E EE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE:) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 1 PERCENT, 15N M E, SEE SECTION 8402,2 FOR MINIMUM CEMENT CONTENT, CA Z J 0 0 JL F:R310.1.1 Minimum opening area. All emergency escape and rescue openings shall have a minimum net clear opening of 5.1 square feet (0,530 fnl<- m2), ll_. EXCE:PTiONs Grade floor openings shall have a minimum net clear opening of 5 square feet (0,465 m2), U 4 o RR310.1.2 Minimum opening height. The minimum net clear opening height shall be 24 inches (610 mm). RR310.1,3 Minimum opening width. The minimum net clear opening width shall be 20 inches (508 mm). RR310.1.4 Operational con6trarnt6. Fmergenoy escape and rescue ; openings shall be operational from the inside of the room without the use of keys or tools, r •�Y�4 FACE OF FOOTING 2x4 CONTINUOUS LATERAL BRACE AT 6' O.C. TABLE 1609.1.4 WIND-BORNE DE1:3RIS PROTECTION FASTENING SCHEDULE ' TRUSS OR CEILING JOIST FOR WOOD STRUCTURAL PANELS 2-10d NAILS GABLE END TRUSS FASTENER SPACING 2 FEET 4 FEET - '6 FEET w PANEL SPAN S PANEL SPAN < PANEL SPAN < PANEL SPAN p FASTENER TYPE < 2 FEET < 4 FEET < 6 FEET _< 8 FEET N 1 . 2 1/2" M6 16" 16° 12° g" LL ILIi. i. wooD scREws Lu U i i I 10-Bd 12 WOOD SCREWS " LL ==] NAILS H/3 BUT NEED NOT Ha. THIS TABLE BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND �� \\�\ EXCEED 40 FT. MAX, 5d COOLER MAILS At 10 O,C, MEAN ROOF HEIGHT OF 33 FEET OR LESS,ol 2"x4"i3LOCK NAILED TO EACH b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. BRACE WITH 4-10d NAILS H/2 'BUT NEED NOT /.� c, NAILS SHALL BE 10d COMMON OR 12d BOX NAILS, EXCEED 15 FT. MAX. GYPSUM BOARD d, WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM 5d CUOLER NAILS AT -I" O.C. WITHDRAWAL CAPACITY OF 490 POUNDS. ��j20 GAUGE SCRAP e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 1/16 INCH (11.1 m) z 10-Sd NAILS AND A MAXIMUM OF 8 FEET (2438 mm), F. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT FOUNDATION CLEARANCE FROM Lf * COM SLOPS HARDWARE PROVIDED. g. TABLE FROM SBCCI - 1999 EDITION. FIGURE R403.1.1.1 ENDWALL STUDS GAIBLE ENDWALL 5RACING (WFCM FIGURE 3.6a) . a 0 EXTERIOR OR BEARING WALL m TOP PLATES ENDWALL JOIST A A • STUD NOTCH GREATER THAN BLOCKING 50% OF THE PLATE WIDTH BLOGKIN 16d NAZI_ AT 24" O.G. GYPSUM BOARD BORED HOLE MAX— DIAMETER 60510 16 GAGE (0.054") AND 1.5" WIDE % OF STUD DEPTH METAL TIE ACROSS AND TO EACH SECTION A-A SIDE OF THE NOTCH WITH 8-16d �- ` 5/8 MIN, t0 EDGE NAILS EACH SIDE n, X LL 5/8" MIN. TO EDGE WOOD STRUCTURAL PANEL �t,/' 1• Q I INSTALLED IN ACCORDANCE ul LU "D t- 5 O FLOOR RACING AT END 1BAY 8d NAIL AT b" O.C. WITH NAILING SCHEDULE w w to NOTCH MUST NOT EXCEED TOP PLATES (ALL PANEL EDGES) (TABLE 3.1, WCFM HIGH WIND EDITION) �— O r r 40% OF STUD DEPTH (WFCM FIGURE 3.610) 73 Sd NAIL AT 12" O,C, ON ALL N V_ 0 FRAMING MEMBERS NOT AT in It w -= PIPE PANEL EDGES O • (a) OUTSIDE CORNER DETAIL }— X 9 0 BORED HOLES SHALL NOT—/ 13 tu BE LOCATED IN THE SAME 8d NAIL AT 4 O.G. CROSS SECTIONOF CUT OR NOTCH IN STUD -I'Oi� 1`'LATE FRAMING TO ACCOMMODATE PIPING Sd NAIL AT 6 O,C. GYPSUM BOARD � o C14 lALL PANEL EDGES) A- tc1 12" MAX, I F- NOTCHING AND BORED MOLE LIMITATIONS --NAILS BASED ON Lu WALL REQUIREMENTS I I I /� D STRUCTURAL PANEL FOR INTERIOR NON3RINC WALLS WOOL) IN ACCORDANCE (WFCM 1995 65C HIGH WIND EDITION 3.4.3.1.1) 16d NAIL AT 24" O.C. WITH NAILING SCHEDULE ENGINEER: EDITION, NO CEILING (TABLE 3,1, WCFM HIGH WIND EDITION) •- 1, �+ •e ''-••; . CENTER 2x BLOCKING f. ,"' REQUIRED RAFTERS AND CEILING ON SHEATHING JOINT Sd NAIL AT 6" O.C. ON ALL DIAPHRAGM FRAMING MEMBERS AT PANEL 'F:.-• •• T:'` ` .'` JOISTS OR APPROVED 15/32 WOOD STRUCTURAL PANELS EDGES AND 12" O,C, ON ALL ROOF TRUSS ON GABLE FACE AND ON WALL BELOW FRAMING MEMBERS NOT At BASED ON SHEARWALL REQUIREMENTS PANEL EDGES t' Q_ TOP PLATE SECOND STORY TOP PLATE- (b) INSIDE CORNER DETAIL V � SEE DRILLING AND I I /� /� /� NOTCHING PROVISIONS GA5LE ENDWALL, 3,4LLOON FR,�-�M INCA EXTERIOR CORNER FRAMING' ..'. JOIST IS PERMITTED TO 1�R�F�RR�D M�Tt'fO1', BE GUT OR NOTCHED PREFERRED I� D D JEFFREY T, BUTLER, P.E. TOP PLATES FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- SEE DRILLING AND SEE DRILLING AND ., BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS 9 WFCM SECTION 3.3.1.1.1 WFCM SECTION 3.4.1.1.1 } 1/3 SPAN /3 P JOIST ENDS TO BE WALL cp L BLOCKED AGAINST WAL STUD O.r ROTATION IN ACCORDANCE ROOF FRAMING DOUBLE TOP PLATE 4.. WALL 4„ 4„ 0 WITH WFCM 3.3,1.3-END RESTRAINT \/ ui z FOR BLOCKING AND 3.3.1.4 BRID(SING - BORED HOLE MAX— TOP PLATE BAND JOIST AND BRIDGING U w U Z O A DIAMETER 409- OR BLOCKING SEE WFCM SECTION 3.3 TUB Z q )- OF STUD DEPTH I LI z r HF'PLE S„TUDS 21" CLEARANCE 30 O 'D BEARING �— 516TUD t0 RAFTER CONNECTION co d) z Q 5/8" MIN, TO EDGE— WALL DER�J HEADER OR FLOOR TO FLOOR CONLI CONNECTION 24" CLEARANCE O -U DEPENDING ON CONDITION, SEE IN FRONT OF .J jL/ O 5/8" MIN, TO EDGE LAP JOIST 3 IN, MIN, A A DET LS ON SHEET 2 OF 2 THIS SET oF'ENINc� O BOTTOM PLATE LAVATORIES Q IV lU O NOTCH MUST NOT EXGIEED BAND JOIST WATER SHOWER z d) 25% OF STUD DEPTH OR BLOCKING -I CLOSET � •Q � • HEADER STUDS FULL LENGTH WALL OR BIDET Q � NOTCHES SHALL NOT 1:3E JOIST , WALL STUDS 15.. 1�„ W,d,LL O LOCATED IN MIDDLE ONE-THIRD SILL PLATE101 LL m OF STUD LENGTH NOTE: N CRAWL SPACE • UPLIFT CONNECTION IS REQUIRED _ AT EACH END OF HEADER AND 9 IF HOLE IS BETWEEN 40�o AND 60�o OR BASEMENT SUBFLOOR _____________________ BORED HOLES SHALL NOT—/ OF STUD DEPTH, THEN STUD MUST BE TUB _q • FOUNDATION i i i---i i--- i-- 8E LOCATED IN THE SAME DOUBLE AND NO MORE THAN TWO AT BOTTOM OF HEADER STUDS IN SUCCESSIVE STUDS ARE DOUBLED i i Nbi UPLI � i i ADDITION TO CONNECTORS AT z CROSS SECTION OF CUT OR C NEC a NOTCH IN STUD AND SO BORED ' ' R UIR� WALL STUDS AMC)AND AT 70P AND �� a P � BOTTOM OF CRIPPLES 21 GLEARANG3= 21" CLEARANCE U A 11 I ! if 1 PLATFORM FRAMING INTERMEDIATE �I TUB NOTCHING AND IBORED ;-TOLE LIMITATIONS BEARING WALL FOR EXTERIOR WALLS AND SEARING WALLS TYPICAL WALL FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT PAGE : ' WATER cLoSETs (WFCM ISS5 55C HIGH WIND EDITION, 3.4.1,1.1) CONNECTIONS FOR OPENINGS FIGURE R301,2 MNIMUM FIXTURE CLEARANCES (TABLE 3.8 WFCM HIGH WiND EDITION) , 120 MILE PER HOUR ZONE - NAILING SCHEDULE The design of this structure Is based upon the prescriptive approach using the GENERAL NOTES: ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Wood Frame Construction Manual,High Wind Edition (WFCM)published by The American Forest 1.All work shall be performr ci in accordance with all state, (120 MPH 3-SECOND GUST ■ 100 MPH FASTEST-MILE WIND SPEED 1PER TABLE R3-1,2,1,31) and Paper Association. (2001) municipal,local zoning and building codes and ordinances ° (TABLE 3.1, WFCM HIGH WIND EDITION) Non-structural elements are based upon The New York State Residential Code-January 2007 having jurisdiction and best s1:arldards of construction STRUCTURAL SHEATHING MAXIMUM NAIL SPACING For the Climatic and Geographical Design Criteria,see Table R301.2(1)on cover sheet. practice. SHEATHING LOCATION STUD SPACING ' OR PANEL SiDING FOR 801 COMMON NAILS All non-engineered lumber to be Douglas Fir#2 or better The American Institute of Arcl iWtects Conditions shall apply (SEE NOTE 1) (INCHES, O.G.) o JOINT DESCRIPTION NUMBER OF NAILST NAIL SPACING Wind Limitations-Section R301.2.1 to all work performed on this project. (SEE NOTE 3) (INCHES, O.C.) Design Criteria-Section R301.2.1.1 (See Table R301.2.1.2 for Wlnd-Borne Debris Protection 2.The Contractor shall verify.ill conditions at the site. Any E 6 (SEE NOTE 3) Fastening Schedule For Wood Structural Panels) discrepancies must be brou0it to the attention of the Engineer 4' PERIMETER EDGE ZONE16 ° ROOF FRAMING P g F 6 (SEE NOTE 3) Dead Load-Section R301.3 prior to commencement of construction. The Contractor shall be 4-Sd PER RAFTER Live Load-Section R301.4 responsible for corrections not reported once he has started work a RAFTER TO COP PLATE (TOE=-NAILED) Light and Ventilation-Section R303 E 4-Sd PER JOIST g except for hidden job cond tions. INTERIOR ZONE 1a CEILING JOIST TO TOP PLATE (TOE-NAILED) Minimum Room Areas-Section R304 3.Contractor shall guarantee to the Owner that all materials'and F 12 (SEE NOTE 2) '. 9-1601 EACH LAP Ceiling Height-Section R305 equipment Incorporated In the work will be new,and that all work ' CEILING JOIST TO PARALLEL- RAFTER (FACE-NAILED) Sanitation-Section R306 will be of good quality,free frorn faults and defects for a period E 4 (SEE NOTE 4) 9-1601 EACH LAP Toilet Bath and Shower Spaces-Section R307 of one year from the date of the final Certificate of Occupancy. GABLE ENDWALL RAKE AND RAKE TRUSS CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) Glazing-Section R308 4.The Engineer shall not to responsible for the construction means, F 4 (SEE NOTE 4) COLLAR TIE t0 RAFTER (FACE-NAILED) 6-ad PER TIE Garages and Carports-Section R309 methods,techniques,sequences or procedures,or for the safety ' E ■ NAIL SPACING AT PANEL E=DGES (IN.) Emergency Escape and Rescue Openings-Section R310 precautions and programs in connection with the work,and he BLOCKING TO RAFTER (TOE:'-NAILED) 2-5d EACH END Exits-Section R311 shall not be responsible for the contractors failure to carry out F ■ NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN,) Landings-Section R312 the work in accordance with the construction documents. The ' RIM BOARD t0 RAFTER (END-NAILED) 2-16,d EACH END Ramps-Section R313 Engineer shall not be respmz:.ale for the acts or omissions by I, FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH ' o Stairways-Section R314 the contractor. No changes.sl-iall be made in the documents SIDE OF THE ROOF PEAK THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED, ° WALL FRAMING Handrails-Section R315 and/or the building as deslir.ad without the expressed written Simpson Strong-Tie 2-16d (SEE NOTE 1) PER FOOT Guards-Section R316 consent of the Engineer. 2. TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING o. �� TOP PLATE TO TOP PLATE (FACE-NAILED) Smoke Alarms-Section R317 5.The contractor and all sr.beontractors shall maintain continuous MEMBERS WITH G30,49, FOR FRAMING MEMBERS WiTH 0,4RGZ0.49, THE NAIL SPACINGS SHALL BE 'o MT630C OR C516 14 4-I6d JOINTS - EACH SIDE Foam Plastic-Section R318 Insurance coverage includii,y statutory policies(Worker REDUCED TO 6 INCHES O.C. o' COILED STRAP TOP PLATES AT INTERSECTIONS (FACE-NAILED) Flame Spread and Smoke-Sectlon R319 Compensation,etc.)and general liability in an mount not E D STUD TO STUD (FACE-NAIL ) 2-16d 24" O.C. Insulation-Section R320 less that$5 million and ad011;„',bile liability and damage 3. TABULATED 6 INCH O.C.O,C, NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING AT EACH ROOF RAFTER Dwelling Unit Separation-Sectlon R321 coverage not less than$2rnillion. The Engineer shall be USE 8-1601 NAILS AT HEADER TO HEADER (FACE-NAILED) Wad 16" D.G. ALONG EDGES Moisture Vapor Retarders-Section R322 a named insured on any arc!all policies. MEMBERS WITH G)0.49, FOR FRAMING MEMBERS WITH 0.42CGr0,49, THE NAIL SPACINGS SHALL BE EACHEND 2-lad PER 2x4 STUD Protection Against Decay-Section R323 6. Provide copper termite shields over fibrous REDUCED TO 4 INCHES O.C. TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-1&d Against Termites-Section R324 insulation at all perimeter /t t �fEIS. o 3-1601 PER 2x6 STUD Site Address-Section R325 7.All wood in contact withconcrete or masonry to be Wolmanized 4. TABULATED 4 INCH O.G. MAiL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING STUD TO ROOF RAFTER a Accessibility-Section R326 or pressure creosoted. MEMBERS WITH G30.49. FOR FRAMING MEMBERS WiTH 0.42tGZ0.49, THE NAIL SPACINGS SHALL BE 4-16d PER 2x8 STUD Flood Resistant Construction-Section R327 8.A single station smoke dElector alarm device shall be Installed REDUCED TO 3 INCHES O,G, In each bedroom,on all fl BOTTOM PLATE t0 FLOOR JOIST, BANDJOIST, ENED DJOiST OR BLOCKING (FACE-NAIL ) 2-16 p 9.All bathrooms without ird (SEE NOTE 1,2) PER FOOT Foundations-Chapter 4 ;end shall be all Interconnected per code. CONNECTION erable windows to be mechanically ventilated Simpson Strong-Tie Design based upon presumptive load bearing values of sandy gravel and/or gravel at 3000 pounds as per New York State Code. CS16 1144"COILED STRAP - FLOOR FRAMING per square foot. Contractor to consult Engineer if different soil materials are found upon excavation, 10.Heating to be designed to provide 70 degrees F.with outdoor „ 4-8d PER JOIST or test hole,for alternative footing and foundation wall design. designed air-temperature c'0 degrees F.and 15 MPH wind. 16 O,G, USE 4-801 NAILS JOIST TO SILL, TOP PLATE OR GiRDER (TOE-NAILED) 11.All electrical work to be in accordance to the rules and AT EACH STUD, WRAP Foundation Notes: regulations of the N.Y.B.F.U,and a N.Y.B.F.U.certificate is UNDER SILL PLATE BRIDGING TO JOIST (TOE-NAILED) 2-801 EACH END 5/8 Anchor Bolts(SSTB 28)See chart on this sheet for spacing to be presented to the Ownar at the completion of the job. ' 2-8d EACH END 8"poured concrete foundation wall,8'0"high,3000#test 12.Plumbing Installation to comply with State and Local codes MIN OVERLAP IS 12' ' BLOCKING TO JOIST (TOE-NAILED) N Minimum depth-Section 403.1.4,48 minimum coverage to top of footing and the sewage disposal system to meet Health Department standards. NOTE: BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-1601 EACH BLOCK 16"x 8"poured concrete wall footings,3000#test 13.Do not scale drawings. Use figure dimensions only. 00 STRAPS MAY BE p 2-13/4"x 117/8"Microlam Girder(or 3'/2'x 117/8"Power Beam) 14.All work to conform to t`^%!es and regulations of the New York , I , 4 PLACED EITHER � >~ LEDGER STRIP TO BEAM (FACE-NAILED) EACH JOIST 4"poured concrete floor slab with 6x6x#10 mesh and vapor barrier Energy Conservation Construction Code. All glazed area to be double o 0 UNDER OR OVER e 3-801 PER JOIST Damp proofing at exterior foundation below grade-Section R406 glazed and all exterior dools'.n have insulated cores. , 0 0 SHEATHING ® ' JOIST ON LEDGER TO BEAM (TOE-NAILED) 30"x 30"x 12"deep poured concrete column footings,3000#test 15.The Insulation protection as indicated on these plans exceeds - o 0 3-16d PER JOIST Deck and porch footings as noted,3000#test,48"minimum burled depth the Code's minimum standards. ' ' o 0 0 cru BAND JOIST TO JOIST (END-NAILED) Foundation wall to extend a minimum of 8"above finished grade 16.These drawings and specifications are instruments of service and ' 0 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-166 (SEE NOTE 1) PER FOOT All footings to be carried down to undisturbed soil shall remain the property of the E=ngineer whether the project for . ' , ' ' 0 No footing shall be set higher than a 30 degree angle from any other footing which they are made is executed or not. They may not be used , m ROOF SHEATHING Pour no concrete on frozen ground or in freezing weather on any other project excepi by written authorization of the Engineer. Provide 3 YT steel lally columns 17.The engineer has not b®en retained for site supervision,on-site • ' , p' STRUCTURAL PANELS 801 (SEE TABLE 3.8) Backfill shall not be placed against the wall until the wall has sufficient strength and has been inspections and certifications as required or requested by the owner, anchored to the floor above,or has been sufficiently braced to prevent damage contractor or local building department. , ' • ' DIAGONAL BOARD SHEATHING by the backfill(Section R404.1.7) 1"x6" OR 1"x8" 2-8d PER SUPPORT ' Floors-WFCM Prescriptive Method UPLIFT-CONTINUOUS PATH CONNECTORS 1"x10" OR WIDER 3-8d PER SUPPORT Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION Draftstopping-Section R502.12 USE SIMPSON STRONG TIL"CONNECTORS 00 CEILING SHEATHING Fireblocking-Section R502.13 FOLLOW PRODUCT SELECTION GUIDE AND 00 INSTALLATION MANUAL FOR RIGH WIND RESISTANT , GYPSUM WALLBOARD 5d COOLERS 1" GE / 10" FIELD Floor Construction: CONSTRUCTION CATALOG C-HW02 ' m ED %"OSB plywood subfloor,fasten per Table 3.1 WFCM 00 ' ' Simpson Strong-Tie J-�� O WALL SHEATHING Floor joists:See Foundation and Floor Plans,spacing as noted ANCHOR BOLTS IN FOUND/,TION USE: 00 , ' C516 144" COILED STRAP - STRUCTURAL PANELS Sd (SEE TABLE 3.9) Fasten per Table 3.1 WFCM SSTB28 WITH BEARING ELATE,SEE FOUNDATION ' 16" O,C, USE 4-801 NAILS r 2-2x6 ACQ sill with copper termite shield and sill seal NOTES FOR SPACING FIREBT USE:PANELS Finish floors per agreement 0 AT EACH STUD SILL PLATE TO RIM JOIST 00 MIN OVERLAP IS 211, >�-• m 1/16" ad 3" EDGE / 0 FIELD Wall Construction-WFCM Prescriptive Method LTP4 16"O.C.AT EXTERIOF PERIMETER o ,i LU Wall framing and finishing shall be nailed and or screwed In accordance with AND GARAGE/HOUSE CC)i:;'.;ON WALL I 1 �- • ad 3" E=DGE / 6" FIELD Table 3.1 WFCM USE 4 8d NAILS AT EACR END � FLUOR TO FLOOR CONN�CTiONS -i cls r X 25/32 1x6 Pine fascia,wrap I I t /� X GYPSUM WALLBOARD 5d COOLERS 1" F�GE / 10" HELD Overhangs as noted GARAGE STUD TO GARA..GE SILL PLATE USE: Si LL PLATE E TO RIM JOIST AND HARDBOARD 8d (SEE TABLE 3AW Vinyl vented soffits SSP CONNECTOR AT 16"'O.C. -t- t CONNECTION.� m X Z LL Aluminum gutters and leaders USE 4 801 NAILS AT EACH!'Dr RIM JOIST I O STUD VONT VECTION '^ Sd (SEE= TABLE 3,8) Siding:See Elevations f PARTICLE=BOARD PANELS Tyvek housewrap RIM JOIST TO STUD Cr0%,1dECTION USE: � Q O DIAGONAL BOARD SHEATHING 2x6 OSB sheathing,see fastening schedule,Table 3.1 WFCM MTS 12,16"O.C. 11) �� 2-801 PER SUPPORT 2x6 Studs @ 16"o.c.with 2x6 shoe and double 2x6 plate USE 4 801 NAILS AT EACH END 13 tuSimpson Strong-Tie W 0 1 x6 OR 1 xS Y Gypsum wall board u n BLOCKING AT a CfJ 5/8"Type X GWB in garage FLOOR TO FLOOR CONNECTION USE: GS16 11� COILED I/2 SPACING I, ` Q r i"x10" OR WIDER 3-801 PER SUPPORT %"MR GWB in wet areas MSTA 36, 16-O.C. STRAP WIN MiN 12" ALLOWS o 24 O.C, ALLOWS /'-' FLOOR SHEATHING At least one window in each sleeping room shall comply with the exit requirements of section R310 USE 4 8d NAILS AT EACH END OVERLAP AT EACH HOLDDOWN HOLDDOWN UJ NON Note drilling and notching limitations in figure R602.6(1)for bearing walls FOR CANTILEVER COND1_10N USE MTS12, 16"O.C. STUD SIDEWAL.L INSTALLATION (�/ 7 IL and figure R602.6(2)for non-bearing walls. USE 4 801 NAILS AT EAC'r.; JD INSTALLATION W_ STRUCTURAL PANELS Follow exterior comer framing detail figure R602.10.5 m I" OR LESS 8d 6" E=DGE / 12" FIELD RAFTER TO STUD CONNECTION USE: L � Roof Assemblies-WFCM Prescriptive Method MTS 12, EACH ROOF M--TER ENDWALL 10 ~, IOd 6" EDGE / 6" FIELD Asphalt strip shingles shall have a minimum of six(6)fasteners per shingle(section R905.6 USE 816d NAILS AT EAGI I END ' GREATER THAN 1 P P ( ) p ) J Underlayment application(Section R905.2.7) , HOLDDOWN ° ° ° H DIAGONAL BOARD SHF-AT141NG For roof slopes of two(2)units vertical in twelve(12)units horizontal(17-percent slope), RAFTER TO RIDGE TO RAFTER CONNECTION USE: (PHOS) ° -CORNER STUD l� 1x611 OR 1x80 2-8d PER SUPPORT up to four(4)units vertical in twelve(12)units horizontal(33-percent slope),underlayment CS20 USE 8-8d NAILS IN EACH END CONNECTED TO shall be two(2)layers applied In the following manner.Apply a 19-Inch(483 mm)strip of AT EACH ROOF RAFTER ° ENGINEER:. 1"x10" OR WIDER underta ment felt parallel with and starting at the eaves,fastened sufficlentl to hold In place. TRANSFER SHEAR ° 3-801 PER SUPPORT Y P g y ° 2-1601 Startingat the save,apply 36-inch-wide 914 mm sheets of underla ment,overlapping DECK POST TO CONCRETE CONNECTION USE: COMMON successive sheets 19 inches(483 mm),and fastened sufficiently to hold In place. PBS44A FOR EACH POS":'-USE 14-16d NAILS ° HOLDDOWN NAILS AT 10 O,C, LL 1. NAILING REQUIREMENTS ARE BASED ON WASHEATHIN(s NAILED 6" ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" ON-CENTER AT THE PANEL EDGE For roof slopes of four(4)units vertical in twelve(12)units TO OBTAIN HIGHER SHEAR GAPACI'rIEB,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES, (P+tDS) SHALL AI USED TO MAINTAIN THE LOAD PATH, DECK POST TO GIRDER CONNECTION USE: ° a y Ice Protection(Section R 905.2.7.1) PC44 FOR EACH POST ® ® CORNER STU1D TED MEMBERS THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-r6d NAIL PER FOOT. Underlayment In High wind(Section R 905.2.7.2) -2-�(cd COMMON i OVER CONNECTED r, �� ° CONNECTED TO r z, WHEN WALL SHEATHING IS CONTINUOUS O Flashing(Section R 905.2.8) NAL AT 6 O,C, GIRDER TO DECK JOIST CONNECTION USE: p ' Chimney's and Firespaces-Chapter 10 MTS12 @ EACH JOIST TRANSFER SHEAR (TABLE 3,9 WFCM HIGH WIND EDITION) Energy Efficiency-Chapter 11,see attached report WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Mechanical-Chapter 12 PORCH POST TO DECK USE: FLOOR TO FLOOR CONNECTIONS- WALL ONNEC t-t-IONS- C>,A... (120 MPH 3-SECOND GUST = 100 MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1,2,1,3D General Mechanical Systems-Chapter 13 2-AC4 -USE 14-1601 NAILS /� Heating and Cooling Equipment-Chapter 14 CANTILEVER CONDITION � �- STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Exhaust Systems-Chapter 15 PORCH POST TO GIRDER USE:2-AC4 JEFFREY T, BUTLER, P.E. SHEATHING LOCATION STUD SPACING Duct Systems-Chapter 16 USE 14-16d NAILS (SEE NOTE I) CINCHES, O.C,) OR PANEL SIDING FOR 8d COMMON NAILS Combustion Air-Chapter 17 (SEE NOTE 3) (INCHES, O.C.) Chimneys and Vents-Chapter 18 PORCH ROOF RAFTER TO GIRDER USE: 1 3/4" MINIMUM $P O E a Plumbing-PartVll MTS 12 AT EACH ROOF RAFTER HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, 4' EDGE ZONE 144 Simpson Strong-Tte EDGE DISTANCE F 12 (SEE NOTE 2) H-2,5 CLIPS 0 16" O,G, L o INTERIOR ZONE 16 E a USE S-ad NAILS AND WINDOU AND DOOR OPENiNGS LlJ N � 1, 112 AT EACH STUD W � F (FLOOR 'D FLOOR 4 FLOOR TO = ju o N E = NAIL SPACING AT PANEL EDGES (IN,) F ■ NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) Simpson Strong-Tie OUND�4TIONWI=CM FIGURE 3,844 3.Sb� J q Z lu 1. FOR WALL SHEATHING WITHIN 4 FEET OF 4.THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT U210 2X6 4„ RIDGE= TENSION SCRAP --I REQUIREMENTS SHALL BE USED, '• AT EACH RAFTER a Simpson 5trong�ie CS20 USE 8-Bd NAILS Q Q Z Q 4-10d x 1 1/2" to d AC4 EACH OS' INEACH ENDAT RAFTER JU O ATE P I- 2. TABULATED 12 INCH O.G, NAIL SPACING ASSUMES SHE-BATHING ATTACHED TO STUD FRAMING w W � MEMBERS WITH 6Zo.49. FOR FRAMING MEMBERS WITH 0,42SGS0.4% THE NAIL SPACINGS SHALL NOTE: Q O ~ 0 a INCHES O.C. '• , ' ATTACH LEDGER TO FRAMING ,'.° _ N O BE REDUCED T MEMBER WITH 2-1/2 X 5 LAG SEE PLAN Z � 3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED t0 SE SUBSTITUTED � BOLTS AT 16" ON CENTER Q FOR COMMON NAILS, 5� 44 a ' RAFTER G O O u Q 'LSimpson Strong-Tie N N ,2A WFCM HIGH WIND EDITION) ' •' U210 2X6 (TABLE 3 p c o c o c o SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL SHEAR LOADS o o a �r, a ° a ° a ° AT EACH CEILING JOIST �a r z -� / ° ° 4-10d x 1 1/2" w FOUNDATION E3RACING WALL PERIMETER MAXIMUM ANCHOR MAXIMUM ANCHOR ,6;-' 4 ,0 a o D ° RIDGE BEA JOIST HANGER REQUIRED U Q ANCHOR BOLT CONN,ECTiON BOLT SPACING (IN,) BOLT SPACING (IN,) �'._ a SUPPORTING EDGE NAIL SPACING (IN,) (1/2" ANCHOR BOLTS) (5/8" ANCHOR BOLTS) C �> �� > D . �� C �� D ° d AT CATHEDRAL CEILINGS o o,, o a o 0 0 0 Lssu OR EQUAL a o 1 STORY 46 12 S=�' a ° ° ° 4 M Simpson Strong-Tie c a SILL PLATE TO FOUNDATION RIDGE (CRAWL SPACE OR BASEMENT) 2 STORIES ALL 23 36 n 4° o ;' U210 2X6 n '` O TENSION-STRAP AT EACH DECK/PORCH JOiST 2 MINIMUM 3 STORIES 15 23 C D o D ° o D 0 °' 4-lOd x 1 I/2" SID£GOYER �i~ Simpson Strong-Tie DETAIL 3 is 244 WALL TO a a n9 PAGE . WALL BOTTOM PLATE TO FOUNDATION I-3 STORIES Simpson Strong-Tie PB 44 FOUNDATION ° D 'o ° ° TYPICAL FORC1"-1/DEC�G 6ST528 WITH BP ' AT EACH POST FOOTING (SLAB-0N-GRADE) 6 36 51 o o (0 Q NOTE: MAX 12" FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMI-SON, SEE DETAIL CONNECTIONS C LEDGER CONNECTIONS ANCHOR 1BOLT DETAIL PORCi-I CGlMN CONNECTIONS