Loading...
HomeMy WebLinkAbout42465-Z Town of Southold 8/16/2018 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39845 Date: 8/16/2018 TMS CERTHMS that the building RESIDENTIAL ALTERATION Location of Property: 80 Rabbit Ln., East Marion SCTM#: 473889 Sec/Block/Lot: 31,18-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/7/2018 pursuant to which Building Permit No. 42465 dated 3/19/2018 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: ALTERATIONS INCLUDING OUTDOOR SHOWER TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Zahler,Kennth&Joann of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF BEALTH APPROVAL ELECTRICAL CERTMCATE NO. 42465 07-30-2018 PLUMBERS CERTINCATION DATED 07-30-2018 N PlumWng 0 (70 d Signature soFEoc,r� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE y� SOUTHOLD, NY o 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#: 42465 Date: 3/19/2018 Permission is hereby granted to: US Bank NA 3217 S Decker Lake Dr Salt Lake City, UT 84119 To: make alterations to an existing dwelling as applied for with flood permit. At premises located at: 80 Rabbit Ln., East Marion SCTM # 473889 Sec/Block/Lot# 31.-18-3 Pursuant to application dated 3/7/2018 and approved by the Building Inspector. To expire on 9/18/2019. Fees: CO -ALTERATION TO DWELLING $50.00 Flood Permit $100.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $468.40 $618.40 uilding In for Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$155..`00 Date. �✓�� `01 0 f New Construction: Old or Pre-existing Building: 1. (check one) Location of Property: �� House No. / Street f Hamlet SDA Owner or Owners of Property: .Pi f2 C Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: _ Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ !JU a�APP 1 c Si nature g pE S0�/Py®l Town Hall Annex Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 aQ roper.richertRtown.soLitho Id.ny.us Southold,NY 11971-0959 Q lyC0UN�19� BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: US Bank NA (Kenneth Zahler) Address: 80 Rabbit Lane city:East Marion st: New York zip: 11939 Building Permit* 42465 Section: 31 Block- 18 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: BJ Electric License No: 2670-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 41 Ceding Fixtures 6 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 2 Wall Fixtures 5 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 12 CO Detectors Sub Panel A/C Blower 4 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 20A Emergency Fixture Time Clocks Disconnect 200A Switches 21 Twist Lock Exit Fixtures il TVSS Other Equipment: 2- Combination Smoke/ CO Detectors, 1- Bath Fan, 1- Paddle Fan, 5- Combination GFCl/ARC Fault Circuit Breakers, 3-ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: July 30, 2018 0-Cert Electrical Compliance Form.xls Town Hall AnnexTelephone(631)765-1802 = 54375 Main Road V65- 2 P.O.Box 1179 G•„ Southold,NY 11971-0959 •;v��.•� Dj JUL 3 2018 BUILDING DEPARTMENT TOWN OF SOUTHOLD 13UILDING DEPT. T01mv Oil go,TjrHODD f ski.. CERTIFICATION Date; 4 Building Permit No. :/j G� b Owner: �- (Please print) -- - D Plumber:.: �� /,. �—(Please print) a I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. i (Plumbers Signatu ) Sworn to before me this 304k day of 201 Notary Publid� __ .County, j CONNIE D. BUNCH Notary Public,State of New York No.01 BUe113 m Quallfied in Suffolk County i Commission Expires April 14,2 6&Q i i i i� i oF soulyo� # TOWN OF SOUTHOLD BUILDING DEPT. courm,��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLERG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR q)q ` SOF so(/ly } # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECT CN [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � 1rh1014V M�0 1 DATE Y INSPECTOR /)Xj� V/ pF SOUIyO h� `o # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] GH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ IC�LC,TRICAL (FINAL) CODE VIOLATION [ AULING REMARKS: DATE S INSPECTOR QdA r Vel �apF 5001yO # TOWN OF SOUTHOLD BUILDING DEPT. co coum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: v � so ll� wl i6c'.00, -!3 V& A-t 6-0),ty i • 1 V ! Y l r C DATE INSPECTOR oe souryo� # TOWN OF SOUTHOLD BUILDING DEPT. °ycou765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE '17D I INSPECTOR OF SOUTyO * f TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [VT FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: oftgvokev) fv) S-www'&Rad wool Po< �a I e S .. DATE INSPECTOR ® �� �a sours °# TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: c DATE l INSPECTOR COMMENTS FOUNDATION ----------- FOUNDATION 1 - �lam. � �` � • ROUGH FRAMING PLUMBING INSULATION PER N.Y. STATE ENERGY CODE ADDITIONALI low f►7 ti • a o' TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL E _ 'A` --Board of Health SOUTHOLD,NY 11971 04- ets of Building Plans TEL: (631) 765-1502 --Planning Board approval FAX: (631) 765-9502 \ iirvey South oldtownny.gov PERMIT NO. J --heck --Septic Form -N.Y.S.D.E.C. Trustees --0.0.Application Mood Permit Examined 20 D Wigle&Separate D ---T-FLISS Identification Form MAR - 7 2018 Morn-Water Assessment Form Z ( Contact: / Approved \ 120 '��ti s't;�t:�E���;ti`_;,�-''�'. ID � /a -lvlarrttt- !�� c%' ' Disapproved a/c---r TOWN Phone. — _ Expiration 20� 6:Z APPLICATION FPERMIT 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. Thereat o, 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. (Sig r� plicant or name,if a corporation) A/, (Mailing address of applicant) State whether applicant • owner, essee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises &15? 4.11,rl (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 n w i h pr pose work will be done: el, L, � � House Number Street Minit County Tax Map No. 1000 Section Block / Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occup cy of proposed construction: a. Existing use and occupancy �'�� 'o14W b. Intended use and occupancy a' ��� 3. Nature of wor heck which applicable): New Building Addition Alte ation Repair Removal Demolition Other Work � �4. Estimated Cost e0we Fee (Tiescription) (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 existii g structures, if any: Front Rear /'� Depth e5<24 Height_? Number of Stories Dimensions of same structure with alterations or additions: Front e5 te�'Ailr'00e—_Rear Depth Height Number of Storie 8. Dimensions of entire new construction: Front 4� �� Depth Height Number of Stories 9. Size of lot: Front Rear � Depth E 10. Date of Purchase 2 p$Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO / 13. Will lot be re-graded? YES NO'v Will excess fill be removed fro remises?YES NO 14.Names of Owner of pre ise69e*//*1--Address";V/�/�_:�A Phone No. - �- Name of Architect Address (7 )<) Phone No - v -� Name of Contractor Address " - Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF 4 g//_�_ � '4being duly sworn, deposes and says that(s)he is the applicant Name of indivr ual signing contract)above named, (S)He is the '47 tv;'l r (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have perfonned the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this Iv-,L day of 'Ww-r VN 20 �$ MNI 1{AMP Notary Public Notary Public;State of New York Signature o Applicant No.02HO6158508 Qualified in S ""k County Commission`6pn.s J.- ary 2,10 jq U S. DEPARTMENT OF HOMELAND SECURITY _ Federal Emergency Management enc Ex 660-�8QQ++aa y AA 9 Y 9 Agency Expiration Datee T�7btlembe730'- �I8 National Flood Insurance Program ELEVATION CERTIFICATE ounDUMDEM Important:Follow the instructions on pages 1-9 �T .,,! < F) fiOLD Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al Budding Owner's Name �� Policy Number e 'Ac. "L A2 Building Street Address(including Apt, Unit,Suite,and/or Bldg No)or P 0 Route and BoxCompany NAIC Number opo Lei." City State ZIP Code r5c, IJe I Kwh A3 Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) A4 Building Use(e g,Residential,Non-ResideI,Addition,Accessory,etc) JI&5l,jes, k A5 Latitude/Longitude Lat. 'q/_0-7'2-3. nts C Long 71 f 2,015' .tsu0 Horizontal Datum ❑ NAD 1927 >'NAD 1983 A6 Attach at least 2 photographs of the budding if the Certificate is being used to obtain flood insurance A7 Budding Diagram Number A8 For a budding with a crawlspace or enclosure(s) / a) Square footage of crawlspace or enclosure(s) 965 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1 0 foot above adjacent grade (� c) Total net area of flood openings in A8 b ® sq in d) Engineered flood openings? ❑Yes IV, vQ No A9 For a building with an attached garage- a) Square footage of attached garage /A sq ft b) Number of permanent flood openings in the attached garage within 1 0 foot above adjacent grade c) Total net area of flood openings in A9 b 4, sq in d) Engineered flood openings? ❑Yes O�No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1 NFIP Community Name&Community Number B2 County Nam B3 State iOw�► O� sa� ,o 3�og, Svc[ , lj; Ak L, Y�ik B4 Map/Panel B5 Suffix B6 FIRM Index B7 FIRM Panel B8 Flood B9 Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date B10 Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9 ❑ FIS Profile ['FIRM ❑Community Determined ❑ Other/Source B11 Indicate elevation datum used for BFE in Item B9 ❑ NGVD 1929 [ NAVD 1988 F-1 Other/Source YX B12 Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ONO Designation Date ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions Form Page 1 of 6 I , + OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt, Unit,Suite,and/or Bldg No)or P 0 Route and Box No Policy Number City State ZIP Code Company NAIC Number X45 f rt�� �1�,,✓ vel%- /I 939 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1 Building elevations are based on ❑ Construction Drawings* ❑Budding Under Construction* PFimshed Construction *A new Elevation Certificate will be required when construction of the budding is complete C2 Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO Complete Items C2 a—h below according to the budding qiagram specified in Item A7 In Puerto Rico only,enter meters Benchmark Utilized VS&5 A_ V 3LSr/9113 &-&P Vertical Datum PA l,/!D Indicate elevation datum (evations d for the elevations in items a)through h)below ❑ NGVD 1929 AVD 1988 F-]Other/Source. Datum used for building a must be the same as that used for the BFE Check the measurement used a) Top of bottom floor(including basement,crawlspace,or enclosure floor) ,3 XJ feet ❑ meters b) Top of the next higher floor ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) Id ❑ feet ❑meters d) Attached garage(top of slab) A ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building -7 (Describe(Describe type of equipment and location in Comments) ❑feet meters f) Lowest adjacent(finished)grade next to budding(LAG) O [g feet ❑ meters g) Highest adjacent(finished)grade next to budding(HAG) feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support Wfeet ❑ meters SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information l certify that the Information on this Certificate represents my best efforts to Interpret the data available l understand that any false statement may be punishable by fine orlmpnsonment under 18 U.S. Code,Section)001 Were latitude and longitude in Section A provided by a licensed land surveyor? )Eyes ❑No /heck here if attachments Ce ifier's Name_ License Number Title Company Name FA .. I �nI �1�n �,� S,,r✓ ter' -�- Address ��• t ,�=T= O, City State ZIP Code 7 Signature Date Telephone --- as a 7--/ -7 2,7, 2-070 0 Copy all pages of this Elevation Certificate and all attachments fo (1)Jornmunity official,(2)insurance agent/company,and(3)budding owner Comments(including type of equipment and location,per C2(e),if applicable) l� - L A ti a� !S � 5��� P✓i� � L✓��iT �/GY17�i L,r7.�1.sf/dG frd� Lin a/ !5 EI�JG7 Yom/' °►4OJ ei J r-444- coo Waal P05�15. Alt, Qre.,, &1e jA Ae,&4 ct-IJO6 P-de- a S ape- Cmd ✓� n h S�/v�I ALL. /i►� Lt�,ft/- Ark ,5 toGa� ii+ c1 tl�r'/�Y X614 v' 1,AJ 1"<5 �i �� r�v✓� Pi1G✓c�fj�°n a- Cf'7P-� yi,- Ctcc i � �t✓G/� ���+8/ Inas �ja�'�ow+ eleVC, FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 OMB No.1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: City State ZIP Code Company NAIC Number SECTI E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIR FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),c plete Items E1—E5.If the Certificate is intende/meters O or LOMR-F request, complete Sections A,B,and C.For Item E1—E4,use natural grade,if available.Check used.In Puerto Rico only, enter meters. E1. Provide elevation information for the foll ing and check the appropriate boxes to he elevation is above or below the highest adjacent grade(HAG)and the west adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑f ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑f ❑above or ❑below the LAG. E2 For Building Diagrams 6-9 with permanent flood opens s provided in Section A ms 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only:If no flood depth number is available,is the top of t bot m floor elevated in accordance with the community's floodplain management ordinance? E] Yes E] No [JUnk own. T local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OIfVNEWS REPRE NTATNE)CERTIFICATION The property owner or owner's authorized representative who mpletes Sections A,B,�ndE for Zone A(without aFEMA-issued or community-issued BFE)or Zone AO must sign here.The stat ments in Sections A,B,aare correct to the best of my knowledge. Property Owner or Owner's Authorized Representative'/1s M me Address City to ZIP Code Signature Date Teleph e Comments ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 OMB No.1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(incl I g Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: City State ZIP Code Company NAIC Number SECTION G—COMMUNITY INFORMATION(OPTIONAL) / The local official who is authorized by I or ordinance to administer the community's floodplain anagement ordinance can complete Sections A,B,C(or E),and G of this El ation Certificate.Complete the applicable item(s)a sign below.Check the measurement used in Items G8—G10.In Puerto Rico onl enter meters. G1. ❑ The information in Section C was to en from other documentation that has b n signed and sealed by a licensed surveyor, engineer,or architect who is authoriz d bylaw to certify elevation informat' n.(Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section for a building located in Zo e A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4-1310)is rovided for corn nity floodplain management purposes. G4. Permit Number G5. Date ermit Is ed G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for. ❑New Const ctio ❑Substantial Improvement G8. Elevation of as-built lowest floor(including baseme of the building: ❑feet ❑ meters Datum Gg. BFE or(in Zone AO)depth of flooding at the b riding site: ❑feet ❑ meters Datum G10. Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of T ment and location,per C2(e),if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No 1660-0008 I ELEVATION CERTIFICATE See Instructions for Item A6 Expiration Date:November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt, Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number. go Ry bbr� L�^� City State / ZIP Code Company NAIC Number A/e,,,w ``vrh I ( ') 3 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and'Rear View"; and, if required, 'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Yl Clear Photo One rzej I � Ph Clear Photo Two FEIvvA rorm Ubb-U-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date. November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite, and/or Bldg No.)or P.O Route and Box No. Policy Number City „ State ZIP Code Company NAIC Number r c,s� �/�n e-, "/- 1 v�i- 3 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with• date taken, "Front View" and 'Rear View" and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. s/�� -- -- _ � C Pf Clear Photo Three r fes.,-'l�•-�� LP Clear Photo Four FEMA Form 086-0-33(7/15) Replaces all previous editions Form Page 6 of 6 F ' Building Photographs Continuation Page For Insurance Company Use: Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number City State ZIP Code Company MAIC Number rt 'i. 1• r r - j .` r� r r •�J ��� ;��U� '' r In„•n fl�rll. S111uS Alai jWj R T. TERRY I P Onr � � • • w - ,x 117n I-oWJN CLERK rr's Suullull,l Ncv-- 1'irrk 1 1 l I�1, Fax IS 101 765—JR�1 (LEG15rRAR OF VITA-STAT1511cs .�� MARRIAGF OFFICER - / / Tdcph(inc (5 16) 76.5. 1 RECORDS MMAGEM ENT OITO.( ICEII r/ FREEDOM OF INFORMAT10N OFFICER i OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations , f of the Code of the Town of Southold: "Floodplain Development. Permit ` !application" (FDP(93) ) , and ';Certificate of Compliance fySr Develc/pment in Special Flood Hazard Area (CIC(93)] . • 6;_:.0. Ger!- - TO% ;4 OF SOUTHOLD �Juith T. Terr Y Southold Town Clerk August 25 , 199;3 APPLICATION W r PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DCV-CLOPMENT PI;RMFT A-PPLICATION This form is to be filled out in duplicate. SECTION 1 GENERAL PROVISIONS (APPLICANT to read and sign). _ 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re=issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives cousent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE B OF MY - O� GE, AND ACCURATE. DATE (APPLICANTS SIGNATURE) r SECITON 2: PROPOSED DGYEI,OP.{/IEM' fT�be completed by APPLICM`Tl NAME ADPRESS TELEPH E APPLICANT BUILDER PROJECT LOCA'f70N: • To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the Vxccl address, lot number or Iegal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attacbed to this application showing the project location would be hclpful- FDP(93) APPLICATION PAGE 2OFd DESCRIPTION OF WORK (Check aU applicable boxes)• A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure f9 Residential (14 Family) ❑ Addition ❑ Residential (More than 4 Family) ,NAlleratioa O Noo-residential (Floodproofing? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demd[itioa P ❑ Manufactured (Mobile) Home (Io Manu- 0 Replacement factured Home Park?- O Yes) ESTIMATED COST OF PROJECTS B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mining ❑ Drilling O Grading O Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifica(ions) O Drainage Improvements (Including Culvert Work) O Roar/, Street or Bridge Construction t ❑ Su//h�division (New or Expansion) / ❑ jK'_"!dual Water or Sewer System G Otber (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3 FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. . Dated The Proposed Development: O Is NOT located in a Special Flood Hazard Arca (Notify the applicant that the appLication review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Ls located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable O The proposed development is located in a noodway FBFM Pancl No Datcd ❑ Scc Sr_cuon 4 for additional instructions SIGNED DATE Scott A. Russell a°suFFQ Ir STORMWAT]EIK SUPERVISOR z MANAGl]ENHENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 y.�- Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT EC T INVOLVE ANY OF ')I']H[lE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ErA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑eD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[/E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑[ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. e If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answere IIIzES o one or more of the above, please submi Two c pies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witfi5ftr Building Permit Application. APPLICANT (Propery Owner,Design Professional,Agent,Contra c r,Oh er) S.C.T.M. '°: 1000 Date: Dista �'] J NAME. g %' AVion lock Lot (Signature) atr>rk I-OR BUILDING D PARTI+ILNT USE ONLY +"*{ Contact Information Cr,1,pho N' bm r) Reviewed B � l Q - - - - - - - - - - - - - - - - Property Address/ Location of Construction Work: — eApproved — — — — — — — — — — — — — — for processing Building Permit. ® tormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — /� ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM * SMCP-TOS MAY 2014 eoo� �/ G)6:6 a Fat BUILDING DEPARTMENT- Electrical Inspector p C 0 TOWN OF SOUTHOLD - Town Hall Annex - 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 1p� Telephone (631) 765-1802 - FAX (631) 765-9502 c roger richert(�town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED-BY:--- - - - - - -Date: - l Company Name: C� L Name: License No.: /P !P AV email: �� - Address: Phone No.: 5?lo 00 5{ 11 k wo+e r JOB SITE INFORMATION: (All Information Required) Name: �2 Address: Cross Street: �- Phone No.: Bldg.Permit#: email: g Tax Map District: 1000 Section: Block: N a Lot: BRIEF DESCRIPTION OF WORK (Please Print C arty) 11 1 vice / �t_ol Circle All That Apply:l �� tea9 Is job ready for ins ection. YES / N E•Rough In Final Do you neqent cate?: YE NO Issued On Temp Information: (All information required) Service Size 1 Ph Ph Size: 266A- A # Meters. Old Meter# New Service - Fire Reconnect- Flood Reconne - Service Reconin�ected�- nderground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? N Additional Information: PAYMENT DUE WITH APPLICATION ,�. Request for Inspection Form.xls Although this unit can provide some warmth it cannot heat. At 47 degrees its heating is marginal. Heating would not work in any event since the exposed exterior pipes would freeze. Building plumbing will be drained every fall. D 12(9 Ui� � r JUL 2 4 2010 01/05/2005 11:20 RTTONITO 8 RING ESQS. 92984998 \. OC S NO.989 902 State AbStYaot 1/3/05 4:010 PAGE 7/7 RightFax r w•w rw... wrzvrc�rt ACJa17Ct7'J!d 147Lb!U110 DISTRICT /000 �".�'CTIOW 31 BZOC;r 18 ZOT 3 PAacwvTY snv4Te jr 80 R nrr ldKd, AiSr.lG NON noa + ax 50!/T�01.lJ, aoUM7'LV SUPAVLZ .4T ff D.- ATY Parr. R0,40)f v 9 �. ti P.Q.8. s MAK J.S 9 r:tt r CARA0r c'O 0 yaDD oc�ls vm � a � • DE WON D O ayE114IC r c w y r JAN r 5 r..r.. 'TDD i.} w • t BULMNEAO Meg, (iC�i>I./211 J�.p".lf�`•rl 11L'l.' SCALE 1"=30' 7 j1fA -ffZR r Avc11 IV AP Zfitrrof esFie� ia�j o Affil ? ALl STATT AZVTRf CT CORP. Qv rarr AfA•,Qt ear T79r cnum' aa�}A'op fWa of sllmp r —�— -- ppmu Tr ume WAAANIEC;kl[SICAIFD HERED"QHALL RUN ONLY w-6 FTS�d TO Iwo P¢BSCu/c,} YRou 7H6 SURLEV 15 ••-- Uw Aw DUTM Lm PFOAM0. AND 01i WS ObiALT TO TK TITLE ?TTL r lom Mee UK CD OOVBR1ffJ1TAL AgUiC`f AND tZRONC IN4RUTtoU LIS D. TKtt A4Slpi[E9 OF }fff V.NDI Q INS71TUTIM cpO ' SURYd'YBD QN MO',y rB 310 8a0� GVARANTCLS ARL NOT TRAMSt1a AW f0 AAOITICHAL I.CT1•RI61 aR SJeSEQUENT aft IMS. S'URY,d'3'�'17 gY UNAUNCR1ZED ALTERMON Qv AMTOPI TO NIS JOIN R. �YCp'lLL/,l f/,9 WRWT Is A HOLAT" 07 Srtcitoo "m CA 7fq z AW s4r"ll p.rl OV? N Y.S.EDVCATIOI4 LAW .y7 SZ.YTAr A X1rwz/4r COASS OF THIS SUAKY VAP NOT aEAPUNC ThC LAND Tf rLEW..Y -P4R•11�.�./VG'Q.!<.(e� %UwX'MR•o IwX0 X&OR 0405NO SEAL S14oLL GB"5 rs,e-j �s-t-,sse NOT aE CON9PEAfD AS A VALID 7QUE CA?Y. h THC OCMis (OR O+UCHCIa.Y, sholmw HCREON FROU fNE M 37f clUREs ib The PROFK Y LJ45 Aft IOR A S0tar:r PURPOSE AND USf AND THEREFORE ARE nor WTENOrb TO OUIDE Tfr[ ERECPON Of N¢XCM P[TNrivC wru8. r/�7.9r/v/� 'rf tj' A6DL9 ANO ANY DM1ICA CON;77tuc71ou. N.Y.-4fclrYSA'Ivor ve"77 SURVEY OF PROPERTY SITUATE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ° e S.C. TAX No. 1000-31 -18-03 -Q� 1-50 0' \py d SCALE 1 "=20' 6g. �1 O a d° JULY 27, 2018 N 2g• G -1�Rod AREA = 4,033 sq. ft. °• ° �iGyO cy dQo (TO BULKHEAD) 0,093 ac. ♦ A � y ° d OQy,�•q 00°1i9 \ 00 k N 6961 50 F�5 T°I °'\�+ ° `'Pym f d ° ocG� \� Goy lop, �m o GSC a� 3ro .p d 4 ,• DI � 9��9 , • �6 ��� O AUG - 7 2018 0 13UmDING DEPT. TOIXT T tin t-7-MO ,D F vQ � ro O y�� �? o �LO'n�.1 ° O�o•F O�,p�t^ PREPARED ACCORDANCE WITH THE MINIUM STANDARDSIFOR TITLE SURVEYS AS ESTABLISHED �O O BY THE L.I.A.L.S. AND APPROVED AND ADOPTED G FOR SUCH USE BY THE NEW YORK STATE LAND ��O JSF, �• J J►� TITLE ASSOCIATION OF N O O { Ilk t o z 9�i� °0�5 ,cam• a;h �`' �, � .;� -�, „ m do o � _ s� � 0J�,1,<A° 0�6� °° pp0 eon ,`�• �^�`o-61 pp Wq� N.Y.S. Lic. No. 50467 °' UNAUTHORIZED ALTERATION OR ADDITION �G y/j000 �� TO THIS SURVEY SECTION 7209 OFSTHEVNEW YORK STATE Nathan Taft Corwin III )Tj o0 �pJ�'p0 �y� ( � EDUCATION LAW. LandSurveyor O O• //�P O �'�-J� YYY COPIES OF THIS SURVEY MAP NOT BEARING • tip" Fo-\� EMBO SSED ED SEAL SHALL D SURVEYOR'S INKED BE CONSIDERED G,O !10• TO BE A VALID TRUE COPY. G� B -JJ V CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. �p00 �O 0 C-) ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, TO TITLE COMPANY,NGOVERNMENTAL AON HIS L THE AND Title Surveys - Subdivisions - Site Plans - Construction Layout O LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. �( THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 Ii — L Job Name;' System Reference. Date t SPECIFICATIONS: ^ Cooking' Btum 1 W 9,000 'I # Heating at 47°F2 Btu/h W 10,900 Rating Conditions perAHRI Standard Indoor oOf Uni_ t MSZ-GL0909 NA-U1 Cooling I Indoor 80°F(27°C)DB/670 F(19°C)WB,Outdoor 95°F(350C)DB/750 F(24°C)WB 2 Heating at 47°F I Indoor 70°F(21°C)DB/60°F(16°C)WB,Outdoor 47°F(8°C)DB/43°F(6°C)WB For data on specific indoor units(all ducted,all non-ducted,and both ducted and non-ducted) combinations,see the MXZ Technical and Service Manual Wireless Remote Controller Applications should be restricted to comfort cooling only,equipment cooling applications are not recommended for low ambient temperature conditions ACCESSORIES: 208/230V, 1-Phase,60 Hz Indoor Unit ❑ Condensate Pump(BlueDlamond X87-711/721;115/230V) A 1.0 ❑ Condensate Pump(Sauermann S130-115/230;115/230v) ❑ Anti-Allergy Enzyme Filter(MAC-408FT-E) ❑ Platinum Catalyst Deodorizing Filter(MAC-308FT-E) = • • • FLA. 0.76 ❑ Drain Pan Level Sensor(DPLS2) . . • Controls W 30 ❑ Wireless Controller(MHK1) • ® • ® ® In.(mm) 5/8(15) ❑ Wired Remote Controller PAR-32MAA(Requires MAC-3331F-E) ❑ Wireless Interface for kumo cloud"m(PAC-USWHS002-WF-1) • • .- ❑ Thermostat Interface(PAC-US444CN-1) DRY 145-170-237-321-399 Cooling WET CFM 109-134-201-286-364 Heating DRY- 145-170-237-321-406 • - • Cooling 19-22-30-37-43 dB(A) Heating 19-22-30-37-43 e - 11-5/8 x 31-7/16 x 9-1/8 ® In(mm) (295 x 798 x 232) • Lbs(kg) 29(12) Munsell 1.OY 9.2/0.2 V ) Liquid(High Pressure) In mm 1/4(6.35) DIE n ( ) I �l j Gas(Low Pressure) 3/8(9.52) JUL 2 4 2018 BU,DING DEPT- Specifications are subject to change without notice 0 2016 Mitsubishi Electric US,Inc. MSZ-GL09NA-U1 Unit.in.(mm) 1/16x1 Oblong hole 7/16x13/16 Oblong hole Installation lafe 3-118 8 7/8 8 7/8 -1/8 31-7/16 30-15/16 I/4 o ao 6-118 6-1/8 2-3/ 13-5/16 13-9/16 9-1/8 3116 Alf 10 all hole d2-9/16 Indoor unrf n �7 Installation plafe 22 M � N Pi in 1-3/4 1-15/16 I I 24-3/8 5 I/8� 1 1518 ^— Drain hose 43/16 ' 2-5/16 F 3/4 _ A i r au t 4 3/ 11 �<_ — — _ i - Insulation 01-3/8O.D ���III III a Ugwd line 011419-11/16(Flared connection 0114) n- Gas line 0318 16-15116 1.2-3/16 I-151 16 (Flared connection o3/8(GL06/09/12NA),o112(GL16NA)) le 1-3/16 Drain hose Insulation 01-1/8 O D Connected part 05/8 O.D l 1 MITSUBISHI E7'a ELECTRIC COOLING & HEATING 1340 Satellite Boulevard Suwanee,GA 30024 ' Toll Free-800-4334822 www mehvac.com C ETA us FORM#MSZ-GL09NA-U1 FOR MXZ-G MULTI-ZONE SYSTEMS-201611 Intertek Specifications are subject to change without notice 0 2016 Mitsubishi Electric US,Inc. Job Name System Reference: Date- I _(��diIIIV111�I�IC�IIIlit1�,��., y Outdoor Unit MXZAC36NA2 ACCESSORIES ❑ 3/8"x 1/2"Port Adapter(MAC-A454JP) ❑ 1/2"x 3/8"Port Adapter(MAC-A455JP) ❑ 1/2"x 5/8"Port Adapter(MAC-A456JP) ❑ 1/4"x 3/8"Port Adapter(PACA93PI) ❑ 3/8"x 5/8"Port Adapter(PAC-SG76RJ) ❑ M-NET Adapter(PAC-IF01 MNT-E) ❑ Base Heater(PAC-645BH-E) (For data on specific indoor units,see the MXZ-C Technical and Service Manual.) Specifications Model Name Unit Type MXZ-4C36NA2 Rated Capacity Btu/h 35,400/34,400 Cooling* (Non-ducted/Ducted) Capacity Range Btu/h 12,600-36,400/12,600-34,800 Rated Total Input W 3,760/3,940 Rated Capacity Btu/h 36,000/34,400 (Non-ducted d/Du Heating 4/Ducted) Capacity Range Btu/h 11,400-43,000/11,400-41,400 Rated Total Input W 3,020/3,100 Heating at 17°F* Rated Capacity Btu/h 22,200/20,300 (Non-ducted/Ducted) Rated Total Input W 3,340/3,450 Power Supply Voltage,Phase,Hertz 208/23OV,1-Phase,60 Hz Electrical Requirements Recommended Fuse/Breaker Size A 25 MCA A 22.1 Voltage Indoor-Outdoor S1-S2 V AC 208/230 Indoor-Outdoor S2-S3 V DC±24 Compressor INVERTER-driven Scroll Hermetic Fan Motor(ECM) F.L.A. 2.43 Sound.'Pressure LevelCooling .dB(A) 54 Heating, 56 External Dimensions(H x W x D) In(mm) 31-11/32 x 37-13/32 x 13 Net WeightLbs(kal 139(63(79650 x 330) ) External Finish Munsell 3.OY 7.8/1.1 Refrigerant Pipe Size O;D. Liquid.(High Pressure)a In(mm) 1/4(12.7) Gas(LoW,Pressure) A:1/2(6.35)-;B,C,D-3/8(9.52) Max.Refrigerant Line Length Ft(m) 230(70) Max.Piping Length for Each Indoor Unit Ft(m) 82(25) Max.Refrigerant Pipe Height If IDU is Above ODU 49(15) Difference If IDU is Below ODU Ft(m) 49(15) Connection Method' Flared/Flared Refrigerant :R410A Rating Conditions perAHRI Standard. Cooling I Indoor 80°F(27°C)DB/670 F(19°C)WI3 Heating at 47°F I Indoor 70°F(21*C)DB/601-F(16°C)WB Heating at 17°F I Indoor 70°F(21°C)DB Cooling I Outdoor 95°F(35°C)DB/23 9°C(75°F)WB Heating at 47°F I Outdoor 47°F(8°C)DB/430 F(6°C)WB Heating at 17°F I Outdoor 17°F(-8"C)DB 1151 F(-9°C)WB Specifications are subject to change without notice ©2016 Mitsubishi Electric US,Inc V ;AR OPERATING RANGE: ENERGY EFFICIENCIES: Outdoor Indoor Unit Type SEER EER HSPF COP COP 47°F 17°F Cooling 14 to 115°F(-10 to 46°C)DB Heating 5 to 65°F(-15 to 18°C)WB Non-ducted 19.2 9.4 11.0 3.50 267 Ducted and Non-ducted 17.6 9.05 104 3.38 2.61 Ducted 16.0 8.7 9.8 3.25 2.54 NOTES: • Minimum of two Indoor Units must be connected to the MXZ-4C36NA2. • Minimum installed capacity cannot be less than 12,000 Btu/h. • Total connected capacity must not exceed 130%of outdoor unit capacity. • System can operate with only one Indoor Unit turned on. • Information provided at 208/230V. • For Reference. -MXZ-C Technical&Service Manual for detailed specifications and additional information per Indoor Unit Combination. -MXZ Series Multi-Zone Indoor/Outdoor Combination Table for allowed unit combinations. MVZ CONNECTION RULES: • Only 1 MVZ may be used on any system • When an MVZ is connected,total connected capacity must be 100%or less. • When an MVZ is connected,no P-Series indoor units can be used(PCA,PLA,or PEAD). Notes- Specifications are subject to change without notice ©2016 Mitsubishi Electric US,Inc i 77 NON-DUCTED: 111 HDmid 1 6 6,000 6 6,000 - - - 7,400 7,400 - - - 1 9 9,000 9 9,000 - - - 11,000 11,000 - - - 1 12 12,000 12 12,000 - - - 14,400 14,400 - - - 1 15 14,000 15 14,000 - - 18,000 18,000 - - - 1 18 17,200 18 17,200 - - - 21,600 21,600 - - - 1 24 22,500 24 22,500 - - - 27,600 27,600 - - - 2 12 12,000 -6+6 6,000 6,000 - - 14,800 7,400 7,400 - - 2 15 15,000 6+9 6,000 9,000 - - 18,400 7,400 11,000 - - 2 18 18,000 - 6+12 6,000 12,000 - - 22,000 7,500 14,500 - - 2 18 18,000 - 9+9 9,000 9,000 - - 22,000 11,000 11,000 - 2 21 20,000 6+15 6,000 14,000 - - 25,400 7,400 18,000 2 21 20,000 9+12 8,600 11,400 - - 25,400 11,000 14,400 - 2 24 23,000 6+18 5,900 17,100 - - 28,000 7,100 20,900 - - 2 24 23,000 -9+15 9,000 14,000 - - 28,000 10,600 17,400 - 2 24 23,000 - 12+12 11,500 11,500 - - 28,000 14,000 14,000 - 2 27 25,800 - 9+18 8,900 16,900 - 28,000 9,400 18,600 - 2 27 25,800 - 12+15 11,900 13,900 - - 28,000 12,400 15,600 - 2 30 28,000 6+24 5,900 22,100 - - 28,000 5,900 22,100 - - 2 30 28,000 12+18 11,500 16,500 - - 28,000 11,200 16,800 - - 2 30 28,000 15+15 14,000 14,000 - - 28,000 14,000 14,000 - - 2 33 28,000 -9+24, 8,000 20,000 - - 28,0008,000 20,000 - - 2 33 28.000 15+18 12,600 15,400 - - 28,000 12,700 15,300 - - 2 36 28,000 - 12+24 9,700 18,300 - - 28,000 9,600 18,400 - - 2 36 28,000 - 18+18 14,000 14,000 - - 28,000 14,000 14,000 - - 3 18 18,000 6+6+6 6,000 6,000 6,000 - 22,200 7,400 7,400 7,400 - 3 21 21,000 6+6+9 6,000 6,000 9,000 - 25,800 7,400 7,400 11,000 - 3 24 24,000 6+6+12 6,000 6,000 12,000 - 29,200 7,400 7,400 14,400 - 3 27 26,000 6+6+15 6,000 6,000 14,000 - 32,800 7,400 7,400 18,000 - 3 30 28,400 -6+6+18 5,800 5,800 16,700 - 32,800 6,700 6,700 19,500 - 3 36 32,000 6+6+24 5,600 5,600 20,900 - 32,800 5,700 5,700 21,400 Specifications are subject to change without notice 0 2016 Mitsubishi Electric US,Inc NON-DUCTED: • • UnkD 111 24,000 • e•a 6,000 9,00a03 24 g+ - 7,300 10,900 10,900 - 3 27 26,000 6+9+12 5,800 8,700 11,600 - 32,800 7,400 11.000 14,400 - 3 30 28,400 -6+9+15 5,900 8,800 13,700 - 32,800 6,700 9,900 16,200 - 3 33 32,000 6+9+18 6,000 8,900 17,100 - 32,800 6,100 9,000 17,700 3 39 32,000 6+9+24 5,100 7,700 19,200 - 32,800 5,300 7,800 19,700 - 3 30 28,400 -6+12+12 5,700 11,400 11,400 - 32,800 6,700 13,000 13,000 - 3 33 32,000 6+12+15 6,000 12,000 14,000 - 32,800 6,100 11,900 14,800 3 36 32,000 6+12+18 5,500 10,900 15,600 - 32,800 5,600 10,900 16,300 - 3 42 32,000 -6+12+24 4,700 9,500 17,800 - 32,800 4,900 9,600 18,300 - 3 36 32,000 6+15+15 5,600 13,200 13,200 - 32,800 5,600 13,600 13,600 - 3 39 32,000 6+15+18 5,200 12,000 14,800 - 32,800 5,200 12,600 15,100 - 3 42 32,000 - 6+18+18 4,800 13,600 13,600 - 32,800 4,800 14,000 14,000 - 3 27 26,000 - 9+9+9 8,700 8,700 8,700 - 32,800 10,900 10,900 10,900 - 3 30 28,400 9+9+12 8,500 8,500 11,400 - 32,800 9,900 9,900 13,000 - 3 33 32,000 9+9+15 9,000 9,000 14,000 - 32,800 9,000 9,000 14,800 - 3 36 32,000 - 9+9+18 8,200 8,200 15,600 - 32,800 8,300 8,300 16,200 - 3 42 32,000 - 9+9+24 7,100 7,100 17,800 - 32,800 7,300 7,300 18,300 - 3 33 32,000 - 9+12+12 8,700 11,600 11,600 - 32,800 9,100 11,900 11,900 - 3 36 32,000 9+12+15 8,200 11,000 12,800 - 32,800 8,300 10,900 13,600 - 3 39 32,000 - 9+12+18 7,500 10,100 14,400 - 32,800 7,700 10,000 15,100 - 3 39 32,000 9+15+15 7,800 12,100 12,100 - 32,800 7,700 12,600 12,600 - 3 42 32,000 9+15+18 7,200 11,100 13,700 - 32,800 7,100 11,700 14,000 - 3 36 32,000 - 12+12+12 10,700 10,700 10,700 - 32,800 10,900 10,900 10,900 - 3 39 32,000 12+12+15 10,100 10,100 11,800 - 32.800 10,100 10,100 12,600 - 3 42 32,000 12+12+18 9,300 9,300 13,400 - 32,800 9,400 9,400 14,100 - 3 42 32,000 12+15+15 9,600 11,200 11,200 - 32,800 9,400 11,700 11,700 - 4 24 24,000 6+6+6+6 6,000 6,000 6,000 6,000 29,600 7,400 7,400 7,400 7,400 4 27 27,000 - 6+6+6+9 6,000 6,000 6,000 9,000 33,200 7,400 7 400 7,400 11,000 4 30 30,000 6+6+6+12 6,000 6,000 6,000 12,000 35,800 7,200 7,200 7,200 14,100 4 33 32,000 6+6+6+15 6,000 6,000 6,000 14,000 35,800 6,600 6,600 6,600 16,000 Specifications are subject to change without notice ©2016 Mitsubishi Electric US,Inc NON-DUCTED: ations .. 4 36 32,000 6+6+6+18 5,500 5,500 5,500 15,600 32,800 5,500 5,500 5,500 16,200 4 42 32,000 6+6+6+24 4,700 4,700 4,700 17,800 32,800 4,900 4,900 4,900 18,200 4 30 30,000 -6+6+9+9 6,000 6,000 9,000 9,000 35,800 7,200 7,200 10,700 10,700 4 33 32,000 6+6+9+12 5,800 5,800 8,700 11,600 35,800 6,600 6,600 9,800 12,800 4 36 35,400 6+6+9+15 6,100 6,100 9,100 14,200 36,000 6,100 6,100 9,000 14,800 4 39 36,000 -6+6+9+18 5,700 5,700 8,500 16,200 36,000 5,600 5,600 8,400 16,400 4 36 35,400 6+6+12+12 5,900 5,900 11,800 11,800 36,000 6,100 6,100 11,900 11,900 4 39 36,000 6+6+12+15 5,700 5,700 11,400 13,300 36,000 5,600 5,600 11,000 13,700 4 42 36,000 - 6+6+12+18 5,200 5,200 10,500 15,000 36.000 5,200 5,200 10,200 15,300 4 42 36,000 6+6+15+15 5,400 5,400 12,600 12,600 36,000 5,200 5,200 12,800 12.800 4 33 32,000 6+9+9+9 5,800 8,700 8,700 8,700 35,800 6,600 9,700 9,700 9,700 4 36 35,400 6+9+9+12 5,900 8,900 8,900 11,800 36,000 6,100 9,000 9,000 11,800 4 39 36,000 6+9+9+15 5,700 8,500 8,500 13,300 36,000 5,600 8,400 8,400 13,700 4 42 36,000 6+9+9+18 5,200 7,900 7,900 15,000 36 000 5,200 7,800 7,800 15,200 4 39 36,000 6+9+12+12 5,500 8,300 11,100 11,100 36,000 5,600 8,400 11,000 11,000 4 42 36,000 - 6+9+12+15 5,300 7,900 10,500 12,300 36,000 5,200 7,800 10,200 12,800 4 42 36,000 6+12+12+12 5,100 10,300 10,300 10,300 36,000 5,300 10,200 10,200 10,200 4 36 35,400 9+9+9+9 8,900 8,900 8,900 8,900 36,000 9,000 9,000 9,000 9,000 4 39 36,000 - 9+9+9+12 8,300 8,300 8,300 11,100 36,000 8,400 8,400 8,400 10,900 4 42 36,000 9+9+9+15 7,900 7,900 7,900 12,300 36,000 7,800 7,800 7,800 12,700 4 42 36,000 9+9+12+12 7,700 7,700 10,300 10,300 36,000 7,800 7,800 10,200 10,200 Specifications are subject to change without notice. ©2016 Mitsubishi Electric US,Inc DUCTED: ••• .. Unit C 111 9 1 9 9,000 9 9,000 10,900 10,900 1 12 12,000 12 12,000 13,600 13,600 1 15 15,000 15 15,000 18,000 18,000 1 18 17,200 18 17,200 21,600 21,600 1 24 24,000 24 24,000 26,000 26,000 2 18 18,000 9+9 9,000 9,000 - - 21,800 10,900 10,900 - - 2 21 21,000 9+12 9,000 12,000 - - 24,500 10,900 13,600 - - 2 24 24,000 9+15 9,000 15,000 - - 27,200 10,300 16,900 - 2 27 26,200 9+18 9,000 17,200 - - 28,000 9,400 18,600 - - 2 33 28,000 9+24 7,600 20,400 - - 28,000 8,300 19,700 - 2 24 24,000 12+12 12,000 12,000 - - 27,200 13,600 13,600 - - 2 27 26,200 12+15 11,600 14,600 - - 28,000 12,100 15,900 - - 2 30 28,000 - 12+18 11,500 16,500 - - 28,000 10,800 17,200 - 2 36 28,000 12+24 9,300 18,700 - - 28,000 9,600 18,400 - - 2 30 28,000 - 15+15 14,000 14,000 - - 28,000 14,000 14,000 - - 2 33 28'000 - 15+18 13,000 15,000 - - 28,000 12,700 15,300 - 2 36 28,000 18+18 14,000 14,000 - - 28,000 14,000 14,000 - - 3 27 27,000 9+9+9 9,000 9,000 9,000 32,700 10,900 10,900 10,900 3 30 30,000 9+9+12 9,000 9,000 12,000 - 32,700 10,100 10,100 12,600 - 3 33 32,000 9+9+15 8,700 8,700 14,500 - 32,700 9,000 9,000 14,800 - 3 36 32,000 9+9+18 8,200 8,200 15,600 - 32,700 8,200 8,200 16,300 - 3 42 32,000 9+9+24 6,900 6,900 18,300 - 32,700 7,500 7,500 17,800 - 3 33 32,000 9+12+12 8,700 11,600 11,600 32,700 9,400 11,700 11,700 3 36 32,000 -9+12+15 8,000 10,700 13,300 - 32,700 8,400 10,500 13,800 - 3 36 32,000 - 12+12+12 10,700 10,700 10,700 - 32,700 10,900 10,900 10,900 - 3 39 32,000 9+12+18 7,500 10,100 14,400 - 32,700 7,700 9,600 15,300 - 3 39 32,000 9+15+15 7,400 12,300 12,300 - 32,700 7,600 12,600 12,600 - 3 39 32,000 12+12+15 9,800 9,800 12,300 - 32,700 9,800 9,800 13,000 - 3 42 32,000 9+15+18 7,000 11,700 13,400 - 32,700 7,100 11,700 14,000 3 42 32,000 12+12+18 9,300 9,300 13,400 - 32,700 9,100 9,100 14,500 Specifications are subject to change without notice ©2016 Mitsubishi Electric US,Inc DUCTED: , � 7undit,B s f E� 111UnitA 32,000 9,100 11,400 11,400 3 42 32,700 12+15+15 9,000 11,900 11,900 - 4 36 34,400 9+9+9+9 8,600 8,600 8,600 8,600 34,400 8,600 8,600 8,600 8,600 4 39 34,800 9+9+9+12 8,000 8,000 8,000 10,700 34,800 8,200 8,200 8,200 10,200 4 42 35,200 9+g+9+15 7,500 7,500 7,500 12,600 35,200 7,600 7,600 7,600 12,500 4 42 35,200 9+9+12+12 7,500 7,500 10,100 10,100 35,200 7,800 7,800 9,800 9,800 Specifications are subject to change without notice ©2016 Mitsubishi Electric US,Inc ®T Unit inch(mm) -6-7/8- 23-5/8' 6-7/8' oR..,A Woke 2-13/16* -Mc- - f,11/16' IFountlatlan 8011 H70) 13/32' 13132 7 Sd,,A,,h10k-:1 52d 6-01-5/16'Dlr..n Hole av FF _13/3Z'nr 0. 13/32- 1-1/32, 2-07/8'knockout hole -115/32'X1-13/32*)Oval Hole 1-1/2' (Connecting wire hole)- (Foundolion Boll M10) 3-07/8'p'nched hole 3132 13' 19/32 (C-irechng.,,a hole) A 11.nde Fwf-� LID }unit :GAS =CapLia 1.11 V4 W635iFLARE =CalCal GAS GAS 119101111LAIRIE LID E=a I GAS Z9 LID A LID 1.6311ILe LH GASUrvl W - GAS 1/2(012 71FI-ARE 1.FREE SPACE El 3-15/16'or more 3-15/16"or morem 113-25/32'or..re 2.SERVICE SPACE Conduit plates 0 Conduit connector more "R11"SPACE or or. Lock nut L1115111-�D—r SERVICE 5 2�- MITSUBISHI Z: ELECTRIC COOLING & HEATING 1340 Satellite Boulevard.Sulvanee,GA 30024 Toll Free 800-433-4822 www.mehvac com d: = E1V s FORM#MXZ-4C36NA2 for Multiple Indoor Unit Styles-201611 Intertek Specifications are subject to change without notice 0 2016 Mitsubishi Electric US,Inc T `t RETAINI STORM WATER WeIOFF ` f UI1%7,M 11 10 llt l11.1+ u J, OF THE TOb,VN CODE. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA k ,_ SCHEDULE OF ABBREVIATIONS x� TGE SHIELD �O�°�� SEISMIC SUBJECT TO DAMAGE FROM GROUND I �PEED TOPOGRAPHIC SPECIAL REGION WIND DEBRIS ZONE DESIGN WINTER DE51GN UNDERLAYMENT FLOOD SNOW LOAD A CATEGORY WETHERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED HAZARDS A.D. ASN DROP MIN. MINIMUM 25 MUM 130 YES YES 1 B SEVERE 36' MODERATE SLIGHT TO 15 YES NSA BM,F. BEAMABOV FINISH FLOOR MLDG. MOULDING �w ° I TO HEAVY MODERATE BRG. BEARING M.O. MASONRY OPENING C.J. CEILING JOIST N.I.C. NOT IN CONTACT <3tCI1[ E'C1LtT2, P C C.F.M. CUBIC FEET PER MINUTE O.C. ON CENTER CLOS CLOSET O.N. OVERHEAD C.O. CLEAN OUT P.C. POURED CONCRETE FLOOR AREAS EXISTING FOOTPRINT PROPOSED ADDITION TOTALCON. CONCRETE R. RI5ER P.O.sox I254 JAMESPORT,NY 11947 6. C.M. CARBON MONOXIDE DETECTOR RAD. RADIUS PHONE(63I)779-2832 FAX(63I)779-2833 TABLE OF CONTENTS FIRST FLOOR SQUARE FOOTAGE - q77 SOFT. 0 5QFT. q27 SOFT. CG 7 CASECERAMENT REF. REINFORCED IGERAOR TOTAL LIVING AREA - g71 SQFT. 0 SQFT. 427 SQFT. D. DRYER R.F. RESILIENT FLOORING �T� D.N. DOUBLE HUNG R.R. ROOF RAFTER LANE EAS AIO 1 \ YORK A-1 - PROJECT INFORMATION t FLOOR PLANS DIA. DIAMETER S.D. SMOKE DETECTOR 8® • , BIT � D.J. DECK JOIST 5M. t PL. SHELF t POLE �. PRESCRIPTIVE DESIGN �1ETHODS � � 130 MPH WIND ZONES I5HWA5H 5QFT SQUARE FEET n Xt e DN. DOWN SMWR. SHOWER � �^..':. ''? � All e t'epla� DW. D ER 4alled, all confOQU� cD' reF�.vc s a ter 1�2 e RUSE�, R®Itis- R €I€'TI?iF AL:Tr.+,rPCCTiC1N Rrqula�� F A.I. FRESH AIR INTAKE TtG TONGUE t GROVE INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO -� F.D. FLOOR DRAIN T.C. TERRA COTA !41!R _ 7 201$ to Cr Pw�iCod FAMILY DWELLINGS (2015 EDITION) FDN. FOUNDATION TEMP. TEMPERED GLASS of eTo F,.Fes;.., ^ ,. ,... ; DESIGN LOADS F.J. FLOOR JOIST T.O. TRIM OPENING �C, ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON SHEETS FP.5.C. FIREPROOF, SELF-CLOSING TYP. TYPICALQAT'�'�1..!![ci" L3 F'.?�' ,,�,r., `� �- ��� OF W-I AND W-2. FTG. FOOTING V.I.F. VERIFY IN FIELD - CC?t.I,' c WIT HALL CO USE LIVE LOAD [LB/SQFT.] DEAD LOAD [l8✓SQFT.] 1 FXD. FIXED W WASHER TOWN OF SOUTHOLD b N E�r�� M,( ' K STATE L TOWN CODES 1. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4-0GALV. GALVANIZED W.G. WATER CLOSET FF:F:. .�... /,i EXTERIOR BALCONIES 60 10 INTERVALS (MATCHED WITH SUBFLOOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO GL. GLA55 WD. WOOD AS REQUIRED P.,: T DECKS 40 10 BAYS OF FLOOR AND ROOF DECK SHEET W-1 DRAWING 3. H.B. M05E BIBB W.F. WATER FOUNTAIN - '-"`"u' + : H.G. HANDICAPPED W.H. WATER HEATER _1_0 %; i r„ FOR 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER JOIST AND STUD CONNECTIONS, HDR. HEADER W.I. WALK-IN ;i }`:�: I L 1 SIV PASSENGER VEHICLE GARAGES 50 10 ' ' H.M. HOLLOW METAL W.W.F. WELDED WIRE FABRIC _,_I- 1:17D� PROVIDE I-I/4' X 20 GAUGE METAL STRAP FASTENED AS PER SHEET W-I TABLE 3.4 fiND 11FtiC f i..l•, I, (� 'T! .', . OARD ATTICS WITHOUT STORAGE Io to K.S. KITCHEN SINK ' •• - _ 20 10 LAV. LAVATORY DRAWI S EET W-2. t� -J'' ('�t� pp(((���r�{{ _[[ c ATTICS WITH STORAGE 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE L.C. LINEN CLOSET 'Cc I Llait,r;.'i;�r. flr,_�IT�V4 C�.J li'4 �'LAT `t T�:f1� ROOMS OTHER THAN SLEEPING ROOMS 40 10 NAILING SCHEDULES OF SHEET W-1 TABLE 3AA, 3AA. MECH. MECHANICAL Proposed Addition/Alteration 4. I'�NAL `Y SLEEPING ROOMS 30 10 4. HOLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS A5 PER FOUNDATION PLAN For: i STAIRS q0 10 SHEET A-2 AND SHEET W-1 DRAWING 2. ANCHOR BOLTS ARE EMBEDDED IN THE P,'.I.. c��c� ��:I�%�::Ti!.``:' uii 1. '"Ci 1 THS + FOUNDATION AND BROUGHT UP THROUGH THE SILL PLATE. r,^y I C_, `= Zahler 17'-4' 24'-0" GUARDRAILS AND HANDRAILS 200 10 -,,., t Y;�)„U �T�TE. rs01 L4>; C;',- ILL FLIM GUARDRAILS IN-FILL COMPONENTS 50 10 5. ROOF, WALL AND FLOOR SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET it �'^:! .FslJ�iiO?'� E`i1,7�:e. , r.. FIRE ESCAPES 40 10 W_I TABLE 3.1. DES!r, C};, Cu r r 6. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURER'S Cottage @g�k, a P SPECIFICATIONS. GENERAL NOTES: r -- r ° 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN rkE '`'; r_i'k L U ii UPPER 1/3 OF THE ROOF FRAMING. STRAPS TO BE FASTENED AS PER TABLE 3.6 ON SHEET n 11-1 W-2. 1. ALL CONSTRUCTION SMALL CONFORM TO ALL NEW YORK STATE, COUNTY T'! Y II ci AND LOCAL BUILDING, ZONING AND ENERGY CODES, AND ALL SUCH CODES :_1!llri_;: '�a f•: a r IFICATION "`-" 1 .-L t 1 hie '� E ��j L_ 9 BEDROOM II CLOS. w 8. ALL STRAPPING CAN BE INSTALLED OVER SMEATING ONLY IF THE FASTENERS IDENTIFIED SMALL SUPERSEDE THESE DRAWINGS. "- L r AU CONTENT BEFORE `'R '� BEDROOM ,- ', �w e��s�`�� a'�1;���U' IN THE NAILING SCHEDULES ON SHEET W-2 ARE INCREASED IN SIZE AND LENGTH BY THE :;=KATE OF OCCUPANCY ii 2. ALL PLUMBING AND ELECTRICAL WORK SMALL CONFORM TO ALL STATE WIDTH OF THE SWEATING SUBSTRATE BEING USED. A IIFA .`-' (aER USED IN U'✓/ITER zi EGRESS i ® ® ESS AND LOCAL CODES AND SHALL BE INSPECTED AND APPROVED AS REQUIRED. SYSTEM CANNOT PLUMBING - S.D. II s.D. II 3. THE ARCHITECT'S APPROVAL APPLIES ONLY TO THIS PLAN'S STRUCTURAL 10 OF 1% LEAD. ALL PLUMBING WASTE II C J�i�L`�L1�/ II b�-0' 4'-7' SYMBOL LEGEND CONFORMANCE WITH THE NEW YORK STATE BUILDING CONSTRUCTION CODE. F t.�'ATER LI;TES NC-Q n 13'-b' THE CONTRACTOR IS TO VERIFY ALL CONDITIONS AND DIMENSIONS BEFORE II STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR SAME. Tr TLSTi'!G BEFOi'iE COVERING w II ® SINGLE AND MULTI-STATION SMOKE ALARM TO BE 80 Rabbit Lane CLOS• II 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, I TON psf CAPACITY S.D. INTERCONNECTED AND HARDWIRED MINIMUM EXISTING WALLS 36' HIGH [21-10' HIGH East Marion, I ❑ ® II © TO BE REMOVED GUARDRAIL GUARDRAIL 5, ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPosED SLABS S.C.T.M.# I000-3I-I8-3 /-EXISTING REAR DECK 1 11 ® CARBON MONOXIDE DETECTORS SMALL BE INSTALLED AND GARAGE SLAB5 SHALL BE 3500 psi AT 26 DAYS MINIMUM TO BE REPLACED LIKE i i i i i (2) 2`1g4' UPSET HDR. I I 2 2'x4' UPSET HDR. a CM AS PER MANUFACTURER'S SPECIFICATIOi45 AND HARD REVISIONS AND KIND (2) 2x4 DR. I I I I I � WIRED b. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, N0. 2 OR BETTER. I I I I I I I I I I O E=I 600 000 i AND fb= EQUIVALENT TO MEMBER SIZE. ALL GLU LAM BEAMS I LJ ® LJ RECONSTRUCT---" TO GRADE TO HAVE AN E=1,800,000 psi AND AN fb=2,400 psi. ALL LAMINATED VENEER O I I 42) S.D. N STAIR NOTE: LUMBER HEADERS AND BEAMS TO HAVE AN E=1,000,000 psi AND AN fb=2,600 2'x6' TIE BEAM �- IIS II ii (2) 2'x4' HDR. CM 2) 2'x4' HDR. t^ , Q WINDOW DESIGNATION (SEE WINDOW SCHEDULE) psi. ALL PARTICLE STRAND BEAMS TO HAVE AN E=2,000,000 psi AND AN IIBOLTED TO EXISTING 11 -, II II ., RISER HEIGHT TO BE 4 MIN. 8 MAX V.I.F fb=2,g00 psi O ROOF RAFTER IS IN' I I I I n I I I `� '' (2) 2'x4' HDR. TO DETERMINE THE TREAD DEPTH v.`°t. t`'` . : •- �^'s"';,, I I I I I I I FORMER BEDROOM 1 O ° O aC MULTIPLY REQUIRED RISER HEIGHT AND I I CARRIAGE BOLTS. TYPE I I 1 II TO BE I I O ` ® TREAD DEPTH, THE PRODUCT OF THE O DOOR DESIGNATION (SEE DOOR SCHEDULE) 7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS CONVERTED INTO i EQUATION MUST BE BETWEEN 70-77.5. RUNNING PARALLEL TO THE DIRECTION OF THE JOISTS, OR AS INDICATED ON II 5'-0' MIN. II II II 1 ' •' II 11 11 KITCHEN 1 FORMER KITCHEN CLOS. PLANS. x III III I I I I I r +... ^ I I I 11 III 11 11 0 TO BE ® 8. ALL HEADERS OVER DOORS AND WINDOWS SHALL BE 2-2'X10' @ 4' WALLS n I I I I = 1 v�� I �� 1 1 1 CONVERTED INTO �., C14II 11 LIVING AREA II 1 I 12'-I' BEDROOM WA ND: AND 3-2'X10" @ 6' WALLS OR AS DESIGNATED ON THE PLANS. O 1 11 POWDER R111 - ® B� UTILITY CLOS. 9. PROVIDE 36' HIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED 30' O II I 11 EXISTING W.''. 1 11 RAILING NOTE ABOVE GRADE. RAILING SHALL BE BUILT 50 AS NOT TO ALLOW THE PASSAGE O I I I I 2'-I' 13'-0' 1'-0�� 2' r 1)1-01L/ 2'-0' 6'11 5'-0' EXISTING WALL TO REMAIN 11 I 11 TO BE RF�1U EDI I1 , S.D. EXISTING ELEC. OF A 4' SPHERE THROUGH ANY OPENING. I I 11 I I I I PANEL TO BE - 36 HIGH GUARDRAIL TOP AND BOTTOM ----- I _ EXISTING WALL TO BE REMOVED O RELOCATED As RAIL WITH 5/4' BALUSTERS SPACED 10. PROVIDE DIRECT WIRED SMOKE DETECTORS IN AND ADJACENT TO ALL 11 11 I 1I I n O I S'rIOWN 5' ON CENTER. RAILING TO BE D NEW 2' X 4' WOOD FRAME WALL I I I I I I I I I O I O (2) 2'x4' H (2) 2'x4'IHDR. I I I I I I (Z) 2x4 HDR. 2 2x4 CONSTRUCTED SO THAT A 4 SPHERE ® � � SLEEPING AREAS. PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL _ MAY NOT PASS TMROUGM ANY NEW 2 X b WOOD FRAME WALL REGULATIONS. O -® (2) 2'x4' HDR. © a PRO'05ED STACKABLE EGRESS pROPOSEp OPENING. LOAD BEARING WALLS 11. PROVIDE 5/8' TYPE 'X' GYPSUM BOARD AT CEILING ABOVE HEAT UNIT AND O WASHER MACHINE AND DRYER PROPANE AT GARAGE AS REQUIRED. VENT DRYER TO EXTERIOR TANKLE55 H0T - 34' HIGH HANDRAIL TOP AND BOTTOM 0 NEW P.C. COP.ICRETE WALL O 21'-5' 10'-5' 8'-10' 7'-10' 10'-7' WATER HEATER RAIL WITH 5/4' BALUSTERS SPACED FIRE BRICK 12. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. 5' ON CENTER. RAILING TO BE D O CONSTRUCTED 50 THAT A 4' SPHERE STANDARD BRICK 13. ALL 'USP' HANGERS TO BE ATTACHED WITH MANUFACTURER SPECIFIED MAY NOT PASS T14R000H ANY FASTENERS. PROVIDE APPROPRIATE COATED HANGERS WHEN USED IN O OPENING. DROPPED MASONRY CONNECTION WITH TREATED MATERIAL. 14. PROVIDE CONTINUOUS FIRESTOP AT ALL CONCEALED SPACES IN WALLS AND O BETWEEN FLOOR SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF O CONCEALED SPACES TO 10'-0' VERTICALLY t 10'-0' HORIZONTALLY AS DESCRIBED IN NYS RESIDENTIAL CODE SECTIONS R602.8 AND R502.12. 15. ALL ITEMS NOT SPECIFICALLY LISTED AS BEING RETAINED FOR RE-USE O R ARE TO BE REMOVED FROM THE PREMISES. 0- 16. FLOOR PLAN Scale' I/4' = I'-0' ALL ITEMS LISTED AS BEING RETAINED FOR RE-USE ARE TO BE REMOVED A-I IN SUCH A WAY AS NOT TO DAMAGE OR OTHERWISE RENDER THE ITEM O UNUSABLE. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. 17. THE CONTRACTOR WALL REVIEW THE ENTIRE PROJECT AND SHALL BRING SEAL WINDOW SCHEDULE ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER AND ARCHITECT PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE CONSTRUCTION A,... .. SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN '` 'r'`' ® ANDERSEN DOUBLE HUNG TW3046 5.73 5F. 10.31 5F. 14.85 SF. YES OBTAINED' 1 ti VENT THROUGH ROOF TYP.) 18. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT' TO INSURE VENT THROUGH ROOF TYP. � ® ANDERSEN DOUBLE HUNG TW210410 5.83 SF. lo.� SF. 15.05 SF. YES THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE DURING © ANDERSEN DOUBLE HUNG TMI032 3.62 5F. 6.42 5F. 10.11 SF. NO CONSTRUCTION. _ ANDERSEN AWNING A21 g 5F. 2.6 SF. 4 SF. NO 1THE RFSCONTRACTOR SMALL EXCAVATION ANDPROVIDE A TRUCTION FENCE TO PROTECT ROOF �. I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. 20. THE CONTRACTOR SHALL PROVIDE ADEQUATE COVERINGS TO PREVENT 2. GLAZED OPENING PROTECTION SMALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF A5TM E 1996 AND OF A5TM E IN%. IF IMPACT WEATHER ENTRY INTO EXISTING AREAS OF THE CONSTRUCTION PROJECT AND RESISTANT GLAZING IS NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND A MAXIMUM SPAN OF 8' SHALL BE CLO5E-OFF NON-CONSTRUCTION AREAS FROM DUST WITH PLASTIC TARPS. PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS I I MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SHEET W-1. 21. PRIOR TO START OF CONSTRUCTION THE OWNER AND CONTRACTOR SHALL + Copyright 2011.STROMSKI architecture,p.c.All rights DECIDE ON AN ACCESS POINT TO THE 51TE AND WHERE ON THE SITE TO I� III I 11 I reserved.The Architect reserves the right to reproduce this 21IT' i I II I KITCHEN r l� 12 I STORE MATERIALS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE design in its entirety or any portion thereof.Unauthorized I I 3 I SINK I�T I�2 I SITE DUE TO CONSTRUCTION. alteration of these documents is a violation of the New York I L-+V• I I LAV. I C I 311 State Education Law.These drawings and specifications are W. IC. Tom? I I I S I I DOOR SCHEDULE 22. THE PLUMBING CONTRACTOR 15 TO LOCATE AND DISCONNECT ALL SUPPLY an instrument of service and are the property of the Architect. I These drawings and specifications are not to be used on an WASH I I I � E I I I AND WASTE LINES AFFECTED BY CONSTRUCTION IN SUCH A WAY AS TO g P y CH I I I I other project,except by written permission of the Architect I 1.4 n I I I I EXTERIOR DOORS MAINTAIN SERVICE THROUGHOUT THE REST OF THE HOUSE. SHOWER � PROJECT NO. I8-AR002 FIRST FLOOR � I I SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS 23. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND/OR J F.A. RELOCATION OF ELECTRICAL WIRING AND FIXTURES AS REQUIRED. 311 G.O. C.O. 311 211 F.A•1. O 84 x 6 ANDERSEN SLIDING FW:?B%llR 21.00 SF 52.59 SF SCALE AS SHOWN DATE 2/20/20I8 24. IF DURING THE DEMOLITION PHASE OR COURSE OF CONSTRUCTION A ~- 3n j- �_ O2 3�x 6 n TBD BY OWNER HINGED 'IBD BY OWNER TBD BY OWNER TBD BY OWNER SITUATION IS ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR TO DRAWN BY WP CHECKED BY RS 311 i GRADE CONSTRUCTION START THEN THE CONTRACTOR SMALL NOTIFY THE ARCHITECT' INTERIOR DOORS FOR AN INSPECTION AND CHANGE IN CONSTRUCTION DETERMINATION. TITLE I"I.C.O.II - C.O 311 j SYMBOL SIZE TYPE REMARKS 25. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR .411 11 3"j O 2¢x 6 e HINGED UNDER THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF THE 3 I UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BELIEF MEET THE i REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CODE. C.O.e !CLEAN O 2 x 6 HINGED 411 ;OUT 4 Building BSI'1T. FLOOR TO SCHD O 2 x b HINGED 26. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND APPROVED PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. SANITARY � 27. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE Information SYSTEM i ALL GLAZING TO BE HIGH PERFORMANCE AND LC�rI-E UNLESS NOTED OTHERWISE. DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITY 2. GLAZED OPENING PROTECTION SMALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E Ig96 AND OF ASTM E 1886. IF IMPACT IN WHICH THE PROJECT IS LOCATED. RESISTANT GLAZING IS NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND A MAXIMUM SPAN OF 8' SMALL BE 28. IF DURING THE COURSE OF CONSTRUCTION A SITUATION IS ENCOUNTERED 2 PLUMBER RISER DIAGRAM Scale: I/4' = I'-0' PERMITTED FOR OPENING PROTECTION. PANELS FOUR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SMEET W-1. CONTRACTOR SMALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE A-I IN CONSTRUCTION DETERMINATION. 29. CONTRACTOR OR OWNER IF ACTING AS CONTRACTOR SHALL CALL SHEET FOR A MARK OUT OF ALL UTILITIES PRIOR TO ANY EXCAVATION. INSULATION NOTES CONSTRUCTION NOTES THE (UTILITY CALL CENTER - CALL BEFORE YOU DIG) NUMBER IS LT- El ATIO S -1 16Z_ 0_r0SE1D) A :t N FOIX, Co t I-800-272-4480. ADVANCE NOTICE OF 2 TO 10 DAYS MAY BE NECESSARY. - -PLUMBING TO BE DRAINED WINTERIZED AFTER EVERY WARM SEASON. -PROPOSED RENOVATION TO NOT EXCEED 49X OF THE VALUE OF THE -COTTAGE TO HAVE WALL MOUNTED DUCTLESS V5')R AIR CONDITIONING SYSTEM. EXISTING STRUCTURE -EXISTING 4' WALLS TO MAINTAIN R-13 INSULATIOMI. REPAIR/ REPLACE AS REQUIRED. _PROPOSED LAYOUT TO MAINTAIN THREE BEDROOMS AND SINGLE FAMILY -EXISTING b' ROOF RAFTERS TO MAINTAIN R-19 INSULATION. REPAIR/REPLACE AS REQUIRED. RESIDENTIAL USE -SEASONAL RESIDENTIAL USE ONLY. t$ V 'USP' STRUCTURAL STRAP MODEL# L5TA (REQUIRED WHEN NO i COLLAR TIES ARE USED WITHIN THE UPPER THIRD OF THE ATTIC SPACE @ 16" ON CENTER) SEE MATERIAL NOTES FOR SIZES. TOP OF RIDG E gL RAFTER TO RAFTER CONNECTION S architecture,p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 RAFTER. SEE PLAN FOR SIZES AND SPACING u� a RIDGE. SEE PLAN FOR 51ZE5 LU „ ,---RAFTER. SEE PLAN FOR Q SIZES AND SPACING HEADER. SEE PLAN FOR a_ SIZES N U I CEILING JOIST. SEE PLAN a FOR 51M AND SPACING T1 'USP' STRUCTURAL - CONNECTOR FOR RAFETR AND STUDS THAT ARE OFFSET. MODEL# RT7/REF# —— ———— 142.5/N5 (585 LBS UPLIFT) I TOP OF PLATE- 10P OF PLATE RAFTER TO PLATE CONNECTION RAFTER TO PLATE CONNECTION EILING JOIST. SEE PLANS FOR SIZES AND SPACING Proposed Addition/Alteration 'U5P' STRUCTURAL CONNECTOR For: SEE MATERIAL NOTES FOR DOUBLE TOP PLATE. SEE MATERIAL MODEL NUMBERS (EACH STUD) NOTES FOR SIZES 'USP' STRUCTURAL STRAP Zahler HEADER. SEE PLAN FOR 'USP' STRUCTURAL Z (20 GAUGE MIN) L5TA MAY SIZES CONNECTOR FOR RAFETR BE USED TO WRAP OVER AND STUDS THAT ARE THE TOP PLATE AT WINDOW Cottage IN-LINE. MODEL#'S RTIO (REF AND DOOR OPENINGS (REFER 142) (585 LBS UPLIFT) OR TO TABLE 3.38 ON SHEET RT20 (REF 147) (1105 LB5 4'-0' OR LE55 ROUGH OPENING W-1 FOR NAILING SCHEDULE) SHEATHING SEE MATERIALS UPLIFT) CAB BE USED. SEE NOTES FOR SIZES 4 TYPE MATERIAL NOTES FOR MODEL SEE NAILING SCHEDULE ON NUMBERS TO BE USED. W-2 FOR FASTENING (EACH STUD) EXTERIOR WALL STUD. SEE OR OPENINGS LESS THAN , MATERIAL NOTES FOR SIZES 4'-0' USE SINGLE JACK AND AND SPACING FULL HEIGHT STUD AT EACH 'U5P' STRUCTURAL STRAP END. 80 Rabbit Lane MODEL# LTW12 (REF #LTS 12) East Marion, NY (735 LBS UPLIFT) MAY AL50 'USP' STRUCTURAL STRAP BE USED AS A STUD TO RIMS.C.T.M.# I000-3I-I8-3 MODEL# LFTA6 (REF# N6) J015T CONNECTOR (UPLIFT 990 LB5) MAY ALSO BE USED AS A STUD TO REVISIONS SINGLE SHOE. SEE MATERIAL NOTES AD55 USP CONNECTOR WITH (2) 3/40 FLOOR CONNECTOR. CARRIDGE BOLTS FASTEN TO DOUBLE STUD. O FOR SIZES A 5/8' DIAMETER THREADED ROD CONNECTS 'USP' STRUCTURAL STRAP O UPPER AND LOWER CONNECTORS. PROVIDE FOR STUDS T14AT ARE BOX BEAM DOUBLE STUDS AND STRAPPING FROM ROOF OFFSET MODEL# LSTA 12 FLOOR JOIST. SEE PLANS FOR SIZES TO FOUNDATION AS SHOWN. (620 LBS UPLIFT) U �O TOP OF SU13FLOOR TOP OF SUS FLOC R _ _ _ O STUD TO STUD CONNECTION STUD TO STUD CONNECTION I I BOX BEAM OR RIM JOIST. i O I) SEE PLAN FOR DETAILS ! ' 'USP` 5-f RUCTURAL STRAP { O MODEL” LSTA30 FOR 8' TO STRUCTURAL STRAP O MODEL# LSTA30 FOR B" TO 10' JOIST USE LSTA36 FOR 'O 10" JOIST USE LSTA36 FOR 12' JOIST. (REFER TO TABLE FLOOR DIAPHRAGM BRACING WITHIN12" JOIST. (EACH STUD) 3.313 ON SHEET W-I FOR LAST TWO BAYS OF FRAMING AT 4'-0' NAILING SCHEDULE) INTERVALS (REFER TO TABLE 3.313 ON µ1 SHEET W-1 FOR NAILING O i SCHEDULE) ;O DOUBLE TOP PLATE. SEE MATERIAL HEADER. SEE PLAN FOR NOTES FOR SIZES SIZES � 4 .�O ADDITIONASL 'USP' STRUCTURAL STRAP MODEL# LSTA 12 FOR OPENINGS GREATER THAN 4'-0' OR OPENINGS LARGER THAN O 4'-0' USE DOUBLE JACK AND FULL HEIGHT STUD AT EACH 0 EXTERIOR WALL STUD. SEE MATERIAL GREATER THAN 4'-0' ROUGH OPENING END. O NOTES FOR SIZES AND SPACING ' O ADDITIONAL 'USP' STRUCTURAL STRAP ; MODEL# L.STAIS FOR 8' TO 10' JOIST SEAL 'USP' STRUCTURAL STRAP USE LSTA24 FOR 12' JOIST FOR MODEL# LTWI2 REF #LTS 12 OPENINGS GREATER THAN 4-0' (735 LBS UPLIFT) MAY ALSO BE USED AS A STUD TO RIM J015T °yC CONNECTOR (EACH STUD) :r 'ADS5' USP CONNECTOR WITH (2) 3/4' "All GARRIDGE BOLTS FASTEN TO AN BOLT r' WITH 5/B' DIAMETER THREADED ROD AND ' SINGLE SHOE. SEE MATERIAL NOTES ✓ta . FOR SIZES THREADED COUPLING. SEE FOUNDATION PLAN „.. .� FOR LOCATIONS. PROVIDE DOUBLE STUDS AND STRAPPING FROM ROOF TO FOUNDATION AS SHOWN. FLOOR JOIST. SEE PLANS FOR SIZES BOX BEAM/RIM Copyright 2011.STROMSKI architecture,p.c.All rights JOIST reserved.The Architect reserves the right to reproduce this TOP OF SUBFLOORk 1116TOP of SUS FLOOR _ _ _ design in its entirety or any portion thereof.Unauthorized STUD TO SILL CONNECTION STUD TO SILL CONNECTION alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are i I an instrument of service and are the property of the Architect. MODEL# NPAND22 (4760 other project, e and spy written specifications aremi not to be used hi any NPAND22 (4760 other ro ect,except b written permission of the Architect LB5 UPLIFT) LBS UPLIFT) MAY ALSO BE PROJECT NO. I8-AR002 USED AS A CORNER HOLD J FLOOR DIAPHRAGM BRACING WITHIN DOWN SEE FOUNDATION I 1 I I I I = —_————— I LAST TWO BAYS OF FRAMING AT 4'-0" I I GRADE PLAN FOR LOCATION I 1 c———=I —————————————— ———————————__— ——— _ t=— SCALE As Noted DATE 2/20/20I8 — --------- I� ---------- — I --- II — NJ1 NJ NJ + DRAWN BY WP CHECKED BY RS INTERVALS d ( 'USP' STRUCTURAL STRAP DOUBLE TREATED SILL PLATE OVER 5/8' ANCHOR BOLT WITH 3' SQUARE GRADE MODEL# LSTAI8 (670 L35 UPLIFT) INIMUM COVER TITLE TERMITE SHIELD AND SILL SEAL. SEE BEARING PLATE WASHERS EVERY 36' FOR 8' TO 10' JOIST USE LSTA24 FOR REBAR MATERIAL NOTES FOR SIZES (980 LBS UPLIFT) FOR 12' JOIST. 4 #4 CONTINUOUS REBAR SET (EACH STUD) (REFER TO TABLE 4' BELOW TOP OF WALL. #4 CONTINUOUS REBAR SET I 3.313 ON SCHEDULE)SHEET W-1 FOR NAILING J Detail Wall POURED CONCRETE FOUNDATION OR 4' BELOW TOP OF WALL. MASONRY BLOCK FOUNDATION. SEE CTURA FOUNDATION PLAN FOR SIZES. 44 � CTOR MODEL# Section & MP4F/REF# LTP4 (690 LBS UPLIFT) EVERY 36' Elevation d 5/8' ANCHOR BOLT WITH 3' SQUARE BEARING PLATE WASHERS EVERY 36" ° SHEET a 1 4e TYPICAL WALL SECTION Scale: 3/4" _ -O" 2 TYPICAL WALL ELEVATION Scale: 3/4" = 1'-0" r FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL TABLE 3.4 .+ TABLE 8301 .2.1 .2 TABLE 3.� I N SCHEDULE FASTEST MILE 700-YR. WIND SPEED TABLE 3.1 NAL G ED LE WOOD BORNE DEBRIS PROTECTION FASTENING UPLIFT STRAP CONNECTION WINDSPEED (130 MPH) RIDGE CONNECT-ION REQUIREMENTS 3-SECOND GUST (MPH) ``JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING SCHEDULE FOR WOOD STRUCTURAL PANELS A,B,C,D REQUIREMENTS EXPOBEXPOSURE DL ASSUMPTIONS: 10 PSFFOR WINDST —G)MSKI I 00130 �TCI1i`1:E:CLtITe, p.c. COMMON NAILS BOX NAILS FASTNER SPACING NUMBER IN ��OF ROOF PITCH ROOF SPAN MI� TY OF RIDGE FRAMING SPACING (IN.) ROOF SPAN (F1.) (�) X34 I V4'x 20 GAGE STRAP'' CaWaipµg(pLF) P.O.BOX I254 JAMESPORT,NY I1947 4 FOOT LESS PANEL 6 FOOT LESS PANEL PHONE(63I)779-2832 FAX(63I)779-2833 ROOF FRAMING FASTENER TYPE PANEL SPAN LESS THAN SPAN LESS THAN OR SPAN LESS THAN OR 12 136 SEE TABLE 3.4A SEE TABLE 3AA PER RAFTER OR EQUAL TO 4 FOOT EQUAL TO 6 FOOT EQUAL TO 8 FOOT 12 1 2 3:12 16 182 RAFTER TO TOP PLATE (TOE NAILED) 16 1 2 20 227 CEILING JOIST TO TOP PLATE (TOE-NAILED) SEE TABLE 3AA SEE TABLE 3.4A PER J015T CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3AA SEE TABLE 3AA EACH LAP #8 WOOD SCREWS 12 24 2 3 24 272 16r 10r 8r CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) SEE TABLE 3AA SEE TABLE 3AA EACH LAP W/ 2' EMBEDMENT 28 318 28 2 3 32 363 32 2 3 36 409 SEE TABLE 3.6 SEE TABLE 3.6 PER TIE #10 WOOD SCREWS " r r COLLAR TIE TO RAFTER (FACE-NAILED) W/ 2" EMBEDMENT Ib 12 9 36 2 3 12 113 BLOCKING TO RAFTER (TOE-NAILED) - 2-SD 2-IOD EACH END RIM BOARD TO RAFTER (END-NAILED) 2-I6D 3-I6D EACH END Y° LAG SCREW ANCHOR 16' 16" 16" 4;12 16 150 20 188 WALL FRAMING W/ 2 EMBEDMENT 24 226 FOR SI: 1 inch= 25.4mm, I foot=304.8mm, I pound=4.448 N 12 2 2 28 263 1 mile per hour=0.447 m/s 32 301 TOP PLATE TO TOP PLATE (FACE NAILED) 2-I6D 2-I6D PER FOOT I6 2 3 36 338 A. THE TABLE IS BASED ON 180 mph ULTIMATE WIND SPEEDS, 140 mph, AND 33 foot MEAN ROOF 20 2 3 TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-16D 5-16D JOINTS-EACH SIDE HEIGHT 16 24 2 3 12 88 STUD TO STUD (FACE NAILED) 2-16D 2-I6D 24' O.C. 28 2 4 542 16 118 B. FASTNERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 32 2 4 20 147 :I HEADER TO HEADER (FACE NAILED) 16D I6D 16' O.C. ALONG EDGES FASTNERS SHALL BE LOCATED NOT LE55 THEN I" FROM EDGE OF THE PANEL. 36 3 4 24 177 TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD 28 206 BOTTOM PLATE TO FLOOR J015T,BANDJOIST,ENDJOIST OR BLOCKING (FACE-NAILED) 2-16DO 2-16D"2 PER FOOT C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH 32 236 OF NOT LESS THAN 2' INTO THE BUILDING FRAME. FASTNER5 SHALL BE LOCATED NOT LE55 THAN 2.5' 36 265 FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. 12 81 FLOOR FRAMING 16 2 4 6 .12 16 108 Proposed Addition/Alteration D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING 20 3 4 20 135 For: VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 24 24 3 5 24 162 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-SD 4-10D PER JOIST 1,500 LBS. 28 188 BRIDGING TO JOIST (TOE-NAILED) 2-81) 2-10D EACH END 3322 3 b 32 242 Zahler BLOCKING TO J015T (TOE-NAILED) 2-81) 2-101) EACH END BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-I6D 4-I6D EACH BLOCK16 6 Cottage 3-I6D 4-I6D EACH JOIST 7:12-12:12, g LEDGER STRIP TO BEAM (FACE-NAILED) PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. 20 127 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-81) 3-I01) PER JOIST = 153 TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 2B 178 BAND J015T TO J015T (END-NAILED) 3-16D 4-16D PER JOIST TABLE 3.qA clpsf (0.60x15 psf=9 psf)). IF A CEILING ASSEMBLY 15 NOT PRESENT OR IF THE 32 204 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D' 3-I6D' PER FOOT RAFTER/CEILING JOIST HEEL JOINT CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE 36 229 ROOF LIVE LOAD GROUND ,NOW LOAD TABULATED NUMBER OF NAILS SHALL BE INCREASED BY 1 NAIL AT EACH END ROOF SHEATHING CONNECTION REQUIREMENTS 20 PSF _30 PSF _ OF THE STRAP. 'TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR R0OI- SPAN (FT) 'MINIMUM ASTM A653 GRADE 33 STEEL STRAP. FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. WOOD STRUCTURAL PANELS 8D IOD (SEE TABLE 3.10) 12 1 24 1 36 1 12 1 24 1 36 `FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO 'TABULATED CONNECTION REQUIREMNT5 ARE BASED ON TOTAL UPLIFT MINUS THE ROOF DIAGONAL BOARD SHEATHING RAFTER SLOPE RAFTER SPACING (IN.) MWRW NNW OF 16,17 Corr"OR 4W BM HMIs PIR RM TWICE THE JACK RAFTER LENGTH. THE JACK RAFTER LENGTH INCLUDES THE ASSEMBLY DEAD LOAD OF b PSF (0.6 x 10 PSF = 6PSF) I"xb' OR I"x8" 2-81) 2-I0D PER SUPPORT OVERHANG LENGTH AND THE JACK SPAN. 3 TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE CONNECTION NO' OR WIDER 3-8D 3-IOD PER SUPPORT 12 3 5 a 3 6 9 EXPOSURE 'B' - STANDARD RURAL AND SUBURBAN LOCATIONS SPACING, FOR DIFFERENT RIDGE CONNECTION SPACING, MULTIPLY THE TABULATED VALUES BY CEILING SHEATHING 3.12 192 4 8 I2 5 IO Ia EXP05URE 'C' - ANY LOCATION WITHIN I MILE OF COAST LINE THE APPROPRIATE. MULTIPLIER BELOW: � 80 Rabbit Lane 24 5 10 15 6 12 18 RIDGE CONNECTION SPACING 1 1 12 1 16 1 19.2 124 148 1 ° East Marion, NY 1 4.00 GYPSUM WALLBOARD 1 51) MULTIPLIER 1.00 1.3311.60 12. COOLERS 5D COOLERS 7" EDGE/ 101 FIELD 12 3 4 6 3 5 7 FOR JACK RAFTER UPLIFT CONNECTIONS USE A ROOF SPAN EQUAL TO TWICE THE JACK RAFTER S.C.T.M.# 1000-31-18-3 WALL SHEATHING 4:12 192 3 6 9 4 7 11 LENGTH. THE JACK RAFTER LENGTH INCLUDES THE OVERHANG LENGTH AND THE JACK SPAN. 24 4 8 II 5 9 13 REVISIONS STRUCTURAL PANELS SD IOD (SEE TABLE 3.11) 12 3 3 5 3 4 6 FIBERBOARD PANELS 5,12 16 3 4 6 3 5 7 O II GA. GAL. ROOFING NAIL _ w2 3 5 7 3 6 9 1/2' (0.120"xl-I/2'LONGx7/I61HEAD) 3" EDGE/ 6' FIELD 24 3 6 9 4 7 11 II GA. GAL. ROOFING NAIL - 12 3 3 4 3 3 4 TABLE 3.4A 0 25/32N x1 (0.120' -3/4'LONGx3/8"HEAD) 3" EDGE/ br FIELD 7,12 16 3 3 5 3 4 5 O 4 GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/ 10" FIELD 23 4 5 3 4 6 24 3 5 7 3 5 8 RAFTER/CEILING JOIST TO TOP PLATE FASTEST MILE WIND HARDBOARD 8D 8D (SEE TABLE 3.11) (MPH) 0 12 3 3 3 3 3 3 SPEED PARTICLEBOARD PANELS 8D 8D (SEE MANUFACTURER) 16 3 3 4 3 3 4 LATERAL AND SHEAR CONNECTION DIAGONAL BOARD SHEATHING 912 24 3 3 4 3 4 5 O NO OR 1'x8' 2-8D 2-8D PER SUPPORT 24 3 4 5 3 4 6 REQUIREMENTS 120 130 140 r r 3-8D - T 12 3 3 3 3 3 3 ,. O I x10 OR WIDER 38'J PER SUPPORT 16 3 3 3 3 3 3 O 12:12 192 3 3 '_ 3 3 4 NUMBER OF W COMMON NAILS OR IOD BOX NAIL5 (TOE-NAILED) FLOOR SHEATHING 24 3 3 4 3 3 5 RAFTER/CEILING G JOIST WALL HEIGHT (FT.) REQUIRED IN FACN RAFTER AND/OR CEILING JOIST TO TOP O SPACING IN. PLATE CONNECTION'S STRUCTURAL PANELS 'HEEL JOIST CONNECTIONS ARE NOT REQUIRED WH EN THE RIDGE I5 SUPPORTED BY A LOAD BEARING WALL, 8 2 2 3 O 1' OR LESS SD IOD HEADER OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. 6" EDGE/ 12" FIELD 12 10 2 2 3 O IOD 16D WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS'TO A LOAD GREATER THAN I' 6" EDGE/ 12" FIELD BEARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO REDUCE IN SPAN. 16 8 2 3 3 DIAGONAL BOARD SHEATHING s EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES 10 2 3 3 0 11W OR 1'x8' 2-81) 2-I0D PER SUPPORT ' TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCWDE THE ADDITIONAL WEIGHT OF CEILING ; O r 3-8D 3-I0D PER SUPPORT '455EMBLY 3 4 5 I x10r OR WIDER ` TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE 24 8 ' NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6' ON-CENTER AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING IS LOCATED AT THE BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOISTS OR RAFTER TIES ARE LOCATED HIGHER 10 3 4 5 O REDUCED. FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENT FOR STRUCTURAL 1�IREAMEENTSSHALL BE INCREASED ATTIC BY THE15 A OL EDN AND EORS:TABULATED HEEL JOINT CONNECT1aGJ ,PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. O CEILING HEIGHT/ TOP PLATE TO RIDGE HEIGHT ADJUSTMENT FACTOR '00 WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER ' WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS 5NALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER FOOT. i/3 i 500 AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED O I/4 1.33 O I/5 125 ; 1/6 1.20 °TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF RAFTER OR O 1/1011.11 CEILING J015T WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH 51DE WHEN FASTENED TO A 2x6 TOP PLATE O WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10', THEY 514ALL BE ADJUSTED AS FOLLOWS: i WALL HEIGHT SEAL TOP PLATE TO ADJUSTMENT FACTOR RIDGE HEIGHT (FT) 10' 1.00 1.00 15' 1.15 1.25 ^' GIRDER SEE PLANS FOR TM 1 20' 1.40 LED SIZES E TYPE FMM BAYS OF Ff MODEL# PBS44 (REF# AC4) (UPLIFT 1815 LBS), MODEL# PBS66 (REF# AC6) (UPLIFT 1815 LBS) SEE PLAN FOR SIZES. 4X4 AW POST, bXb ACQ M A A Copyright 20I I.STROMSKI architecture,p.c.All rights POST. SEE PLAN FOR 1 1/2 SPACING reserved.The Architect reserves the right to reproduce this SIZES TYPE ALLOWS 14OLDDOWN design in its entirety or any portion thereof.Unauthorized INSTALLATION ENDWALL alteration of these documents is a violation of the New York BL.GaCING State Education Law.These drawings and specifications are MODEL# PA44 REF# an instrument of service and are the property of the Architect These drawings and specifications are not to be used on any ABM), MODEL# PA(6E other project,except by written permission of the Architect (REF# A66E) SEE PLAN CORNER STUD CONNECTED FOR SIZE5. TO TRANSFER SHEAR PROJECT NO. I8-AR002 'AD55' USP CONNECTOR WIT14 I 5/8` DIAMETER ANCHOR BOLT SCALE As Noted DATE 2/20/2018 a GRADE AND (2) 3/4' CARRIDGE i I BOLTS. SEE FOUNDATION RAM J PLAN FOR LOCATIONS 2-I6D COMMON NAILS AT FRAMING BAYS OF DRAWN BY WP CHECKED BY RS 6' O.C. TITLE DIA. ANCHOR BOLT WITH 101 MINIMUM EMBEDDED LENGTH INTO ° CONCRETE Tables, ° Schedules and Diagrams \_AVTnV"-& INTERVALS ° SECTION A-A 4 SHEET TYPICAL POST SECTION Scale: 3/4" 1'-0" 2 CORNER MOLD-DOWN Scale: 3/4" = 1'-0" 3 TYPICAL FLOOR AND ROOF BRACING Scale: 1/2" = 1'-0" WVV - 2 FRAMING AND CONNECTOR DETAIL SEE FOUNDATION PLAN FOR LOCATION AT END WALLS