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X"�r•? -UFFG4/r Town of Southold Annex 8/27/2012 P.O.Box 1179 to i 54375 Main Road oy � �iS Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35914 Date: 8/27/2012 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 165 Love Ln, Mattituck, SCTM#: 473889 Sec/Block/Lot: 141.4-31.4 Subdivision: Filed Map No. Lot No. . conforms substantially to the Application for Building Permit heretofore filed in this officed dated 2/3/2012 pursuant to which Building Permit No. 37012 dated 2/24/2012 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 and new foundation under an existing commercial building as applied for The certificate is issued to Totora,Leonard&Totora,Louise (OWNER) of the aforesaid building. SUFFOLK.COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37012 8/13/12 PLUMBERS CERTIFICATION DATED 8/24/12 Gary Buflcins Autho ed S' natur TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy 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#: 37012 Date: 2/24/2012 Permission is hereby granted to: Totora, Leonard & Totora, Louise 420 Lenox Rd Huntington Sta, NY 11746 To: construct a new foundation under an existing building & alterations to an existing commercial building as applied for At premises located at: 165 Love Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 141.-4-31.4 Pursuant to application dated 2/3/2012 and approved by the Building Inspector. To expire on 8/25/2013. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $794.00 CO -COMMERCIAL $50.00 Total: $844.00 Bu ing Inspector-- cox t ? - VI; V� Fonn No.6 P, G/C_ LP 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$15.00 Date. " ®/L-24� . /'Z New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Propert� Suffolk County Tax Map No 1000, Section 1qj Block T Lot Subdivision Filed Map. Lot: Permit No. Date of Pennit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Nil Applicant Signature SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 Southold,NY 11971-0959 G Q roqer.riche rt(ab-town.southo Id.ny.us mac` � �O COU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Torora Address: 165 Love Lane City: Mattituck St: NY Zip: 11952 Building Permit#: 37012 Section: 141 Block: 4 Lot: 31.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting of Suffolk License No: 38893-me SITE DETAILS Office Use Only Residential Indoor X Basement X Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 11 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 6 Smoke Detectors Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 2 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 14 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 1-paddle fan, 3-combination exit/emergency lights, 2-combination smoke/co deter 62ft lighting track Notes: Inspector Signature: Date: Aug 13 2012 81-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,New York 11971-0959 �' �Q . BUILDING DEPARTMENT AUG. -2 3 . 2012 TOWN OF SOUTHOLD BLDG. DEPT. TOWN-OF SOUTHOLD .CERTIFICATION - Date: y J z Building Permit No. Owner: t c 14 f}Tel) ��-5 A G A/✓y (Please print) Plumber: crpfs-`/ 13 u F/<,as —T (Please.print) I certify that the solder used in.the water supply system contains less.than 2/10 of I%. lead. �3 ✓i , (Pluinyers Signature)' Sworn to before me this ,� ALBENA MITOVA' t , ' NOTARY PUBLIC-STATE OF NEW YORK day of 20 19— No. 01 M16249841 . Qualified In Suffolk County My Commission Explres October 11..2015 . Notary Public, County 701 Y OF SO(/r�Olo courm,ti�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR OE SObry�� 3 O� / � - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ... [ ] FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION .[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: t DATE 3 1 INSPECTOR �ycDUNiV, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. (� FOU AT ION 2ND [ ] INSULATION l [ RAMING/tRAPPIN;G [ ] FINAL FIREPLACE [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) r REMARKS: //6VAS DATE G , INSPECTOR "'7-f- i cOUNi`l, TOWN OF SOUTHOLD BUILDING DEPT., 765-1802 1 SPEC O N [ ] FOU ATION 1 ST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: qr/, DATE INSPECTOR OF SO(/j�olo A # j\ OUMY,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION �4,,ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �' �� -INSPECTOR � 1 pF SOplyo! h O _ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE S ETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ RE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL REMARKS: i DATE INSPECTOR 70 / ho��OF SOUr��� l � cOUM'1, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N [ ] FOUNDATION 1 ST [ ] RO G H PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC (FI REMARKS: t DATE �1'' INSPECTOR Of 50(/r�Olo �V ' TOWN OF SOUTHOLD BUILDING DEPT. Al 765-1802 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) REMARKS: DATE -INSPECTOR • �Q oF soojyo cou�r+,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU H PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC (ROUGH) _ [ ] ELECTRICAL (FINAL) REMARKS.��1 &% 2 P DATE INSPECTOR r4f souryolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST . [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING/STRAPPING [ FIN [ ] FIREPLACE A CHIMNEY [ ] FIRE AF NSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r C�4 DAT E INSPECTOR Y � ROUGH •PLUMING So,— INSUL ATION STATE ENERGY CODE PINAM NE 4�,- -ice A W 4 WA 1' ,-TOWN OF'SOUTHOLD BUILDING PERMIT'APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 7,�1'Z- Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ©� ,20 f Storm-Water Assessment Form o /_ Contact: Approved ®�AC ,20 ! Mail to: DlsapptaP�d'� / "Phone: 0 1" A 1 9- '�'a Expiration ©P -X��j qq - DE C E � V E A Building Ins ector FEB — 3 2012 APPLICATION FOR BUILDING PERMIT Date 76116 g , 20 I�' BLDG.DEPT, INSTRUCTIONS TOWN OF SOUVOLD 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. 4 0 P--,JI (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises L'e_,6 ry_i Tb tO ce, 0k'n i L b 6 S e 1 O+O-A (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: 16 IT- L6ye_ House Number Street Hamlet 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 occupancy of proposed construction: a. Existing use and occupancy Foi-me.(-0 b. Intended use and occupancy R 3. Nature of work check which applicable):New Building Addition Alteration V) Repair Removal Demolition Other Work (Description) 4. Estimated Cost /0 0 d 000 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. R e$ai 7. Dimensions of existing structures, if any: Front o1 O e 3 Rear '�0.3 I Depth 3 q ` 3 Height 16 ,o" Number of Stories 0 Dimensions of same structure with alterations or additions: Front ao-fir Rear aO. 3' Depth 3 �� Height 0 .01 Number of Stories O Yke 8. Dimensions of entire new construction: Front C1b. 3 Rear 2a' 3 r Depth 3 ^ 3 P Height •C� Number of Stories © 'ate. c 9. Size of lot: Front ;3 '© Rear 3 6.3 7 Depth -70 - 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated f7 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 from pre es?YES NO if vv b LE YW X cg=c�n 14.Names of Owner of premises L�O s ��� dAddress d th; Phone No. 4 - fl Name of Architect Address Phone No 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 Q/ * 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 p ) at61 d being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH (S)He is the A���`�� L e.�of Notary Public,State 5 New York �5st� No-(Con ractor,Agent,Corporate Officer,etc.) Qualified in Suffolk County Commission Expires April 14,2020- 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. Sworn to before me thi _day of 20 1 �D P CL Notary Public Signature of Applicant . r Town of Southold: Erosion, Sedimentation & Stone-Water•. ,� � Run-off ASSESSMENT FORM PROPERTY LOCATION: S.0 T AI# THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM•WATER,611"ING,DRAINAGE AND EROSiQN C NTROL PLAN '6�s t �ecbon Brock— —Eot-- CERTIFIED NV A DESIGN PROFESS( AL IN THE STATE OF NEW YORK SCOPE OF WORK - PROPOSED CONSMUMON r1EM# / WORSASSESSI4IENT yes No a, What is the Total Area of the Project Parcels? (include Total Area of an Parcels located within 1 Will this Project Retain Ali Storm-Watu Run-Off the Scope of work for Proposed Construction) Q S-33 Generated by a Two(2")"Pakilm on she? b. What is the Total Area of Land Clea (s•F f Acres) Obl&hem WIN include all tort-nihxeated by she — Clearing and/or construction acll�►es.as wen as all and/or Ground Disfarbance for the proposed �O O construction acwity'1 Site improvements and the pe►manent creation of S'�' r.%K/Acres) impervious surfaces.) l PROVIDE BRIEF PROJECT Dl SCMnON (n,"A"ftw Pn_as Needed) 2 Does the She Plan and/or Survey Show AN proposed Drainage Structures indicating Size 8 Location?This ❑ Q � - Item-shallC Ind Controlling l Proposed erode Changes and CfItJ(,�, Slopes Controlling Surface Water Flow. $ Does the Site Plan and/or Survey describe the erosion • and sediment control practices that will be used to control;;he erosion and storm water discharges. This '— item must be maintained throughout the Entire t Construction Period. ! 4 Will thi$Project Require any Land Filling,Grading or i Excavation.where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within-any Parcel? 5 Will this Application Requini Land Disturbing Activities Encompassing an Area in Excess of Five Thousand n (5,000 S.F.)Square Feet of Ground Surface? 1 J. 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred 000)feet of a Welland or- El � Submission of a SWPPP is required for all construction aetmues imciving sod Beach? disturbances of one(1)or more acres;including disturbances of less than one acre that , . Wii there be Site preparation on Existing Grade Slopes are part of a larger re.common plan that will ultimately disturb one or mom acres of land; which Exceed Fifteen 15 feet of vertical Rise to - including Construction activities Involving soil disturbances of less than one(1)acre where ( ) the DEC has determined that a SPDES permit is required for stone water discharges. One Hundred 000')of Horizontal Distance? E] (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit $ Will'Driveways,Parking Areas or other Impervious i for Storm water Discharges from Construction activity-PermitNo.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-off 1-The SWPPP shall be prepared prior to the submittal of the Not.The Not shall be Into and/or in the direction of a Town right-of-way? ' submitted to the Deparbnent prior to the commencement of construction ac" 2.The SWPPP shelf describe the erosion and sediment control practices and where J will this Project Require the Placement of°Material, required,.pest-conshucdon storm water management practices that will be used and/or Removal 01'Vegetalion.and/or the Construction of arty — constructed to reduce the pollutants utants to stone water drarges and tossu are Within the Town Right-o�Way or Road Shoulder Stein compliance with the terms and conditions of this pemut In bddito .the SWPPPshaA i Mentiry.polerittal sources of pollution which may reasonably be expected to affect the Area?(this it m wi1rmar include frw Inswatioe of Driveway Aprwrs.) i quality of storm water discharges. NOTE. I/Airy(Answer to Quesdona.Orio thougb Nine►s Answered with a cheek Mark 3.All SWPPPs that require the post construction storm water management piaclke In a Box and the construction site distwbance te between 5,000•SF.&1 Acre in area. I component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water.Grading Drainage d Erosion Control Plan is Required by the Town of that Is knowledgeable in the principles and practices of Storm Water Management Southold and Mustbe Submitted for Review Prior to Issuam:e o(Arry BuiWirig Permit WOTE. A Check Marls Id I arxYor Answer Poreach Question b Required fw a Complete Appkatim) . S1A'1'E OF NEW YOM COUNTY OF: :_ _-1} ti.f.`............SS r /fiat I .being drily sworn,deposes and says(Name of tnrrnriduat s8jnrng Docrrmen1)." 1 ys that he/she is the applicant for Permit, And that he/she is the .»�.,. » . :�C ..L e s 5 e C ......... { ...»..»......»..........».».......»....»»........»».............» torvne,contractor.Agent.Corporate Officer.e!G) ..••••....•.•••»•.•••.••.......... Owner and/or representative of the Owner or Owners,and is'duly authorized to perform or have performed the said work and to i make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and 1 that the wdrk•will be performed in the manner set forth in the application filed herewith. Sworn tto�beff ore me this; ! j ... C: �...._... ....-----•.day of 20;�� I ........ Notary Public: .... .................. .... .AA ......... ............................ i i (Sign........ature of Applicant) i FORM - 06/10 CONNIE D.BUNCH Notary Public,State of New York No.01 BU6186050 Qualified in Suffolk County Commission Expires April 14,kA2D • '\\pf SO�ry� Town Hall Annex J Telephone(631)765-1802 54375 Main Road c� . • Q �xW(63 )765t5QQtl.P.O.Box 1179 roger.ricterti0 nS0U o22nV us Southold,NY 11971-0959 C �►"� roUlm l BUILDING DEPARTMENT TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �,� �r�SV; Date: Company Name: Name: License No.: 3 Address: u ( (p9 TL4 Phone No.. g JOBSITE INFORMATION: (*Indicates. required information) *Name:. --Y-Orb A *Address: *Cross Street: Q_ rf *Phone No.: Permit No.: 3—7 0 Tax Map District: 1000 Section:_ ).� .,�, Block:_ Lot:3 1, *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Isjob ready for inspection: OYE / NO Rough I Final *Do you need a Temp Certificate: YES / Temp information (If ed} *Service Size: CPh 3Phase 100 150 C2O 3001 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION c 1W 82-Request for Inspection Form \� ' ti COMcheck Software Version 3.9.0 Envelope Compliance Certificate pECEE WE 2010 New York Energy Conservation Construction Code FEB 10 2012 Section 1: Project Information BLDG.DEPT. Project Type:New Construction TOWN OF SOUTHOLD Project Title: 165 Love Lane Construction Site: Owner/Agent: Designer/Contractor: 165 Love Lane Seth Howe Richard Principi Mattituck,NY 11952 STUDIOHOWE Principi Construction 136 Main Street 551 Montauk Highway Amagansett,NY 11930 Amagansett,NY 11930 2123666400 seth@studiohowe.com Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: 4a Building Type for Envelope Requirements: Non-Residential Vertical Glazing/Wall Area Pct.: 9% Activity iyW(sl Floor Area Retail 650 Section 3: Requirements Checklist Envelope PASSES,D- code. Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factor(a) Perimeter Roof 1:Attic Roof with Wood Joists 650 38.0 0.0 0.027 0.027 Exterior Wall 1:Wood-Framed,16"o.c. 800 19.0 0.0 0.067 0.089 Window 1:Wood Frame:Double Pane with Low-E,Clear,SHGC 154 — — 0.300 0.400 0.40 'Door 1:Wood,Swinging 45 — — 0.500 0.700 Basement Wall 1:Solid Concrete:10"Thickness,Normal Density, 900 20.0 0.0 0,059 0.579 Furring:Wood,Wall Ht 8.0,Depth B.G.0.0 Floor 1:Wood-Framed 650 38.0 0.0 0.027 0.033 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification,and Vapor Retarder Requirements: 1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. 2. Windows,doors,and skylights certified as meeting leakage requirements. 3. Component R-values&U-factors labeled as certified. 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. 5. 'Other'components have supporting documentation for proposed U-Factors. 6. Insulation 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. t] 7. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. Project Title: 165 Love Lane Report date: 02/08/12 Data filename:C:\Users\HOWE\Desktop\LoveLane\Energy report\LoveLane 2.cck Page 1 of 12 8. Cargo doors and loading dock doors are weather sealed. 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk. 10.Building entrance doors have a vestibule equipped with self-closing devices. Exceptions. LJ Building entrances with revolving doors. Doors not intended to be used as a building entrance. Doors that open directly from a space less than 3000 sq.ft.in area. Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. Doors opening directly from a sleeping/dwelling unit. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professsCsiio''nal judgment,such plans or specifications are in compliance with this Cod�e..� r1 Name-Title Sig)at Date �p ARC,, HO y��Fn W a � ° * Y OF NE Project Title: 165 Love Lane Report date:02/08/12 Data filename:C:\Users\HOWE\Desktop\LoveLane\Energy report\LoveLane 2.cck Page 2 of 12 COMcheck Software Version 3.9.0 Interior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type:New Construction Project Title: 165 Love Lane Construction Site: Owner/Agent: Designer/Contractor: 165 Love Lane Seth Howe Richard Principi Mattituck,NY 11952 STUDIOHOWE Principi Construction 136 Main Street 551 Montauk Highway Amagansett,NY 11930 Amagansett,NY 11930 2123666400 seth@studiohowe.com Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts 1ft2 (B x C) Retail 650 1.5 975 Total Allowed Watts= 975 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID:Description I Lamp I Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Retail(650 sq.ft) Linear Fluorescent 1:48"T8 25W(Super T8)/Electronic 2 8 25 200 Total Proposed Watts= 200 Section 4: Requirements Checklist Lighting Wattage: 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 975 200 YES Controls, Switching, and Wiring: Fl 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. 3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: Ll Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. I) Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. 4. Independent controls for each space(switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Project Title: 165 Love Lane Report date: 02/08/12 Data filename:C:\Users\HOWE\Desktop\LoveLane\Energy report\LoveLane 2.cck Page 3 of 12 ❑ Lighting in stairways or corridors that are elements of the means of egress. ❑ 5. Master switch at entry to hotellmotel guest room. ❑ 6. Individual dwelling units separately metered. ❑ 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. ❑ B. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires,dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps,switching the middle lamp luminaires independently of other lamps,or switching each luminaire or each lamp. Exceptions: ❑ Only one luminaire in space. ❑ An occupant-sensing device controls the area. ❑ The area is a corridor,storeroom,restroom,public lobby or sleeping unit. ❑ Areas that use less than 0.6 Watts/sq.ft. ❑ 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: ❑ Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security. ❑ 10.Photocell/astronomical time switch on exterior lights. Exceptions: ❑ Lighting intended for 24 hour use. ❑ 11.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: ❑ Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. better than code, Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. Name-Titl- Signature Date J&p ARCy C9y� S�tH V."01V J\ * Y Project Title: 165 Love Lane Report date: 02/08/12 Data filename:C:\Users\HOWE\Desktop\LoveLane\Energy report\LoveLane 2.cck Page 4 of 12 COMcheck Software Version 3.9.0 Exterior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type:New Construction Project Title: 165 Love Lane Exterior Lighting Zone: 2(Neighborhood business district) Construction Site: Owner/Agent: Designer/Contractor: 165 Love Lane Seth Howe Richard Principi Mattituck,NY 11952 STUDIOHOWE Principi Construction 136 Main Street 551 Montauk Highway Amagansett,NY 11930 Amagansett,NY 11930 2123666400 seth@studiohowe.com Section 2: Exterior Lighting Area/Surface Power Calculation A B C D E F Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Watts I Unit (B x C) Main entry 1 ft of door width 20 Yes 20 26 Total Tradable Watts*= 20 26 Total Allowed Watts= 20 Total Allowed Supplemental Watts**= 600 *Wattage tradeoffs are only allowed between tradable areas/surfaces. **A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Section 3: Exterior Lighting Fixture Schedule A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp I Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Main entry{1 ftof door width) Tradable Wattage `. ._ , .. Compact Fluorescent 1 Twin Tube 13W/Electronic 1 2 13 26 Total Tradable Proposed Watts= 26 Section 4: Requirements Checklist Lighting Wattage: 1. Within each non-tradable area/surface,total proposed watts must be less than or equal to total allowed watts.Across all tradable areas/surfaces,total proposed watts must be less than or equal to total allowed watts. Compliance:Passes using supplemental allowance watts. Controls,Switching, and Wiring: I] 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. 3. Lighting not designated for dusk-to-dawn operation is controlled by either a a photosensor(with time switch),or an astronomical time switch. 4. Lighting designated for dusk-to-lawn operation is controlled by an astronomical time switch or photosensor. 5. All time switches are capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. Project Title: 165 Love Lane Report date; 02/08/12 Data filename:C:\Users\HOWE\Desktop\LoveLane\Energy report\LoveLane 2.cck Page 5.of 12 Exterior Lighting Efficacy: El 6. All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt. Exceptions. ❑ Lighting that has been claimed as exempt and is identified as such in Section 3 table above. Lighting that is specifically designated as required by a health or life safety statue,ordinance,or regulation. Emergency lighting that is automatically off during normal building operation. Lighting that is controlled by motion sensor. Exterior Lighting PASSES.D- 6%better than code. Section 5: Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. (�Y K 6 we_ Name-Title Signature y Date A k G y�T V�v.NOWF C9 Y * d' O FOF N Project Title: 165 Love Lane Report date: 02/08/12 Data filename:C:\Users\HOWE\Desktop\LoveLane\Energy report\LoveLane 2.cck Page 6 of 12 COMcheck Software Version 3.9.0 Mechanical Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type:New Construction Project Title: 165 Love Lane Construction Site: Owner/Agent: Designer/Contractor: 165 Love Lane Seth Howe Richard Principi Mattituck,NY 11952 STUDIOHOWE Principi Construction 136 Main Street 551 Montauk Highway Amagansett,NY 11930 Amagansett,NY 11930 2123666400 seth@studiohowe.com Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: 4a Section 3: Mechanical Systems List Quantity System Type&Description 1 HVAC System 1(Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=50000 kBtu/h,Efficiency=82.00%Ec Cooling:1 each-Split System,Capacity=36000 kBtu/h,Efficiency=14.20 EER,Air-Cooled Condenser,Air Economizer Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : ❑ 1. Equipment minimum efficiency: Central Furnace(Gas): 80.00%Ec ❑ 2. Equipment minimum efficiency: Split System: 9.50 EER(9.2 IPLV) ❑ 3. Discharge dampers prohibited with fan motors>25 hp ❑ 4. Integrated air economizer required ❑ 5. Cooling system provides a means to relieve excess outdoor air during economizer operation. ❑ 6. Hot gas bypass prohibited unless system has multiple steps of unloading or continuous capacity modulation ❑ 7. Hot gas bypass limited to 25%of total cooling capacity Generic Requirements: Must be met by all systems to which the requirement is applicable: ❑ 1. Plant equipment and system capacity no greater than needed to meet loads Exception(s): ❑ Standby equipment automatically off when primary system is operating ❑ Multiple units controlled to sequence operation as a function of load ❑ 2. Minimum one temperature control device per system ❑ 3. Minimum one humidity control device per installed humidification/dehumidification system ❑ 4. Load calculations per ASHRAE/ACCA Standard 183. ❑ 5. Automatic Controls:Setback to 55°F(heat)and 85°F(cool);7-day clock,2-hour occupant override,10-hour backup Exception(s): ❑ Continuously operating zones ❑ 2 kW demand or less,submit calculations ❑ 6. Outside-air source for ventilation;system capable of reducing OSA to required minimum ❑ 7. R-5 supply and return air duct insulation in unconditioned spaces Project Title: 165 Love Lane Report date: 02/08/12 Data filename:C:\Users\HOWE\Desktop\LoveLane\Energy report\LoveLane 2.cck Page 7 of 12 R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly Exception(s): ❑ Ducts located within equipment ❑ Ducts with interior and exterior temperature difference not exceeding 15'F. ❑ 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment ❑ 9. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181 A or 181 B tapes and mastics Exception(s): ❑ Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification ❑ 10.Hot water pipe insulation: 1.5 in.for pipes<=1,5 in.and 2 in.for pipes>1.5 in. Chilled water/refrigerant/brine pipe insulation: 1.5 in.for pipes<=1.5 in.and 1.5 in.for pipes>1.5 in. Steam pipe insulation: 1.5 in.for pipes<=1.5 in.and 3 in.for pipes >1.5 in. Exception(s): ❑ Piping within HVAC equipment. ❑ Fluid temperatures between 55 and 105'F. ❑ Fluid not heated or cooled with renewable energy. ❑ Piping within room fan-coil(with AHRI440 rating)and unit ventilators(with AHRI840 rating). ❑ Runouts<4 ft in length. ❑ 11.Operation and maintenance manual provided to building owner ❑ 12.Thermostatic controls have 5°F deadband Exception(s): ❑ Thermostats requiring manual changeover between heating and cooling ❑ Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction. ❑ 13.Balancing devices provided in accordance with IMC(2006)603.17 ❑ 14.Demand control ventilation(DCV)present for high design occupancy areas(>40 person/1000 ft2 in spaces>500 ft2)and served by systems with any one of 1)an air-side economizer,2)automatic modulating control of the outdoor air damper,or 3)a design outdoor airflow greater than 3000 cfm. Exception(s): ❑ Systems with heat recovery. ❑ Multiple-zone systems without DDC of individual zones communicating with a central control panel. ❑ Systems with a design outdoor airflow less than 1200 cfm. ❑ Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. ❑ 15.Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings Exception(s): ❑ Gravity dampers acceptable in buildings<3 stories ❑ Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are interlocked with fan ❑ 16.Automatic controls for freeze protection systems present ❑ 17.Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outside air fraction or specifically exempted Exception(s): ❑ Hazardous exhaust systems,commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. ❑ Systems serving spaces that are heated and not cooled to less than 60°F. ❑ Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. ❑ Heating systems in climates with less than 3600 HDD. ❑ Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64'F. ❑ Systems requiring dehumidification that employ energy recovery in series with the cooling coil. ❑ Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or,a separate make up air supply meeting the following makeup air requirements: a)at least 75 percent of exhaust flow rate,b)heated to no more than 2°F below room setpoint temperature,c)cooled to no lower than 3°F above room setpoint temperature,d)no humidification added,e)no simultaneous heating and cooling. Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2010 New Project Title: 165 Love Lane Report date: 02/08/12 Data filename:C:\Users\HOWE\Desktop\LoveLane\Energy report\LoveLane 2.cck Page 8 of 12 York Energy Conservation Construction Code requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. S�hA JhWC e Ix Name-Title ISignature Date Section 6: Post Construction Compliance Statement HVAC record drawings of the actual installation,system capacities,calibration information,and performance data for each equipment provided to the owner. 171 HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. Written HVAC balancing and operations report provided to the owner. The above post construction requirements have been completed. Principal Mechanical Designer-Name Signature Date Project Title: 165 Love Lane Report date: 02/08/12 Data filename:C:\Users\HOWE\Desktop\LoveLane\Energy report\LoveLane 2.cck Page 9 of 12 COMcheck Software Version 3.9.0 Mechanical Requirements Description 2010 New York Energy Conservation Construction Code The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency: Central Furnace(Gas): 80.00%Ec 2. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency: Split System: 9.50 EER(9.2 IPLV) 3. Fans with motors>25 hp may not be equipped with discharge dampers. 4. An integrated air economizer is required for individual cooling systems over 54 kBtu/h in the selected project location and allows simultaneous operation of outdoor-air and mechanical cooling. 5. Cooling system provides a means to relieve excess outdoor air during economizer operation to prevent overpressurizing the building. 6. Cooling systems must not use hot gas bypass or other evaporator pressure control unless the equipment is designed with multiple steps(or continuous)capacity modulation. 7. For cooling systems>240 kBtu/h,maximum hot gas bypass capacity must be no more than 25%of total cooling capacity. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. Exception(s): - The equipment and/or system capacity maybe greater than calculated loads for standby purposes.Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. - Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 2. Each heating or cooling system serving a single zone must have its own temperature control device. 3. Each humidification system must have its own humidity control device. 4. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria: a)capable of setting back temperature to 55°F during heating and setting up to 85°F during cooling, b)capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedules, c)have an accessible 2-hour occupant override, d)have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. Exception(s): - A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. - A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. 6. The system must supply outside ventilation air as required by Chapter of the International Mechanical Code.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 7. Air ducts must be insulated to the following levels: a)Supply and return air ducts for conditioned air located in unconditioned spaces(spaces neither heated nor cooled)must be insulated with a minimum of R-5.Unconditioned spaces include attics,crawl spaces,unheated basements,and unheated garages. b)Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building. c)When ducts are located within exterior components(e.g.,floors or roofs),minimum R-8 insulation is required only between the duct and the building exterior. Exception(s): - Duct insulation is not required on ducts located within equipment. - Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15°F. 8. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. Project Title: 165 Love Lane Report date: 02/08/12 Data filename:C:\UsersIHOWE\Desktop\LoveLane\Energy report\LoveLane 2.cck Page 10 of 12 a 9. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A and shall be marked'181A-P'for pressure sensitive tape,'181A-M'for mastic or'181A-H'for heat-sensitive tape. Tapes and mastics used to seal flexible air ducts and flexible air connectors shall comply with UL 181B and shall be marked '181B-FX'for pressure-sensitive tape or'181B-M'for mastic. Unlisted duct tape is not permitted as a sealant on any metal ducts. Exception(s): - Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification. 10. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 1/2 in.for pipes<=1 1/2-in.nominal diameter, 2 in.for pipes>1 1/2-in.nominal diameter. Chilled water,refrigerant,and brine piping systems: 1 1/2 in.insulation for pipes1 1/2-in.nominal diameter, 1 1/2 in.insulation for pipes>1 1/2-in.nominal diameter. Steam piping: 1 1/2 in.insulation for pipes<=1 1/2-in.nominal diameter, 3 in.insulation for pipes>1 1/2-in.nominal diameter. Exception(s): - Pipe insulation is not required for factory-installed piping within HVAC equipment. - Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55°F and 105°F. - Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. - Piping within room fan-coil(with AHR1440 rating)and unit ventilators(with AHRIB40 rating). Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in.in diameter between the control valve and HVAC coil. 11. Operation and maintenance documentation must be provided to the owner that includes at least the following information: a) equipment capacity(input and output)and required maintenance actions b) equipment operation and maintenance manuals c) HVAC system control maintenance and calibration information,including wiring diagrams,schematics,and control sequence descriptions;desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in programming comments d) complete narrative of how each system is intended to operate. 12. Thermostats controlling both heating and cooling must be capable of maintaining a 5°F deadband(a range of temperature where no heating or cooling is provided). Exception(s): - Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. - Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction. 13. Balancing devices provided in accordance with IMC(2006)603.17. 14. Demand control ventilation(DCV)required for high design occupancy areas(>40 person/1000 ff2 in spaces>500 ft2)and served by systems with any one of 1)an air-side economizer,2)automatic modulating control of the outdoor air damper,or 3)a design outdoor airflow greater than 3000 cfm. Exception(s): - Systems with heat recovery. - Multiple-zone systems without DDC of individual zones communicating with a central control panel. - Systems with a design outdoor airflow less than 1200 cfm. - Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 15. Outdoor air supply and exhaust systems must have motorized dampers that automatically shut when the systems or spaces served are not in use. Dampers must be capable of automatically shutting off during preoccupancy building warm-up,cool-down,and setback, except when ventilation reduces energy costs(e.g.,night purge)or when ventilation must be supplied to meet code requirements.Both outdoor air supply and exhaust air dampers must have a maximum leakage rate of 3 cfm/ft2 at 1.0 in w.g.when tested in accordance with AMCA Standard 500. Exception(s): - Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height. - Systems with a design outside air intake or exhaust capacity of 300 cfm(140 Us)or less that are equipped with motor operated dampers that open and dose when the unit is energized and de-energized,respectively. 16. All freeze protection systems,including self-regulating heat tracing,must include automatic controls capable of shutting off the systems when outside air temperatures are above 40°F or when the conditions of the protected fluid will prevent freezing. Snow-and ice-melting systems must include automatic controls capable of shutting off the systems when the pavement temperature is above Project Title: 165 Love Lane Report date: 02/08/12 Data filename:C:\Users\HOWE\Desktop\LoveLane\Energy reporKovel-ane 2.cck Page 11 of 12 � P 50'F and no precipitation is falling,and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. 17. Individual fan systems with a design supply air capacity of 5000 cfm or greater and minimum outside air supply of 70 percent or greater of the supply air capacity must have an energy recovery system with at least a 50 percent effectiveness.Where cooling with outdoor air is required there is a means to bypass or control the energy recovery system to permit cooling with outdoor air. Exception(s): - Hazardous exhaust systems,commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. - Systems serving spaces that are heated and not cooled to less than 60°F. - Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. - Heating systems in climates with less than 3600 HDD. - Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64°F. - Systems requiring dehumidification that employ energy recovery in series with the cooling coil.. - Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or,a separate make up air supply meeting the following makeup air requirements:a) at least 75 percent of exhaust flow rate,b)heated to no more than 2°F below room setpoint temperature,c)cooled to no lower than 3°F above room setpoint temperature,d)no humidification added,e)no simultaneous heating and cooling. Project Title: 165 Love Lane Report date: 02/08/12 Data filename:C:1Users\HOWE\DesktoplLoveLanalEnergy reportlLoveLane 2.cck Page 12 of 12 APPROVED AS NOTED DATE �'�- P.#�2- FEE7 Al.=BY PLUMBER CERTIFICATION NOTIFY BUILDING DEPART TAT ON LEAD CONTENT BEFORE 765-1802 8 AM TO 4 PM OR THE CERTIFIGATEOFOCCUPANCY FOLLOWING INSPECTIONS: SOLDER USED IN WATER 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE SUPPLY SYSTEM CANNOT 2. ROUGH-FRAMING,PLUMBING, EXCEED 2110 OF 1% LEAD. STRAPPING. ELECTRICAL&CAULKING 3. INSULATION 4. FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW OCCUPANCY OR YORK STATE. NOT RESPONSIBLE FOR ��/ DESIGN OR CONSTRUCTION ERRORS. USE IS UNLAWFUL WITHOUT CERTIFICATE ELECTRICAL OF OCCUPANCY ONBPECTION REQUIRED RETAIN STORM WATER RUNOFF ALL CONSTRUCTION SHALL PURSUANT TO CHAPTER 236 MEET THE REQUIREMENTS OF THE OF THE TOWN CODE. CODES OF NEW YORK STATE. PLUMBING d� ALL PLUMBING WASTE - &WATER LINES NEED TESTING BEFORE COVERING FIRE INSPECTION REQUIRED BEFORE OPENING E C E V MAR - 1 2012 EXTERIOR INTERIOR BLDG.DEPT. TOWN OF SOL'TNOLD D I LAYER%" TYPE 'C' EXTERIOR GWB OVER.EXISTING SHEATHING AT EXTERIOR 2x6 WOOD STUDS, 16" O.C. WOOD SIDING FIREBLOCKED 2 LAYERS%" TYPE X GWB AT INTERIOR D ARc NOTE: ��5 S�ZH V.Hp`Y�y�j't� NAILS TO BE CEMENT COATED. ALL NAILHEADS TO BE COVERED WITH JOINT COMPOUND. ALL GWB JOINTS TO BE COVERED WITH TAPE AND COMPOUND. N 2 HOUR FIRE RATED WALL (SOUTH WALL ONLY) ANSVU.L#263 165 LOVE LANE 2 HOUR FIRE-RATED WALL DETAIL 1" = 1'-0" STUDIOHOWE 022212 SURVEY OF CERTIFIED To:RICHARD PISACANO BROADWAYABSTRACT DESCRIBED PROPERTY FIRST AMERICAN TITLE INSURANCE COMPANY S1 T UA TE AT JOB NO.:2011-199 MATTITUCK MAP 1.A-NDs TOWN OF SOUTHOLD FILED:: SRO U9G ODNA�Q SUFFOLK COUNTY, NEWYORK REVISIONS: �� F` ADD ADDITIONAL S.C.T.M.DIST. 1000 SEC. 141 BLK. 04 LOT 31.4 CERTS. 1/11/12 � y 5 3 0 5 10 15 20 25 30 35 40 45 , `" SCALE: 1 N= 10' DATE:DECEMBER 23, 2011 LOT AREA:2,533 SQ.FT. =0.058 ACRE s1q�,�O 0503�0�pQ� Fpfi NE�� LICENSE NO.:050363 HANDS ON SURVEYING 26 SILVER BROOK DRIVE R FLANDERS,NEW YORK R L CD 11901 �j TEL:(631)-369=8312-FAX.•(631)-369-8313 MARTIN D.HAND L.S Q 's •sue c,9 > `o I <0 cl cl o 1.7 NVY /G°�G o0 b 1.8' y ti F ' IOU /'�\P�G��� oJ\� 0 o � � \ o0 � f \o�o� �0�0 C%l "F el cr ` W000 WALKWAYG� I EASEMEhTANDOR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOTGUARANIEED / UNLESS PHYSICALLYEV,DENTAT THE TImr OF SURVEY. PROPERTYUNESAREFORA SPECIFIC PURPOSEAND USEAND THEREFORE v ' ARE NOTINTENDED TO GUIDE THE ERECTION OFFENCES,RETAINING v 1 WAILS,POOLS,PATIOS,PLANTING AREAS.ADO'TIDNS 0 BIIRLVNa ANDANY AUTHOROTHER CONSTRUCTION. TO THISORQID ALTISA VIOLA ON ADDITION SE THIS S7M OF TH NEWYON S `v SECTION 7NLAW. NEW YORK STATE w`n EDUCATION . COPIES OF THIS SURVEY AIAP NOTEEAMN THE LAND SMOSSESURVEYORSINO SEAL COSI TOA VA SEAL SHALL COPY. BE CONSIDER® (.y ro BEA VALID TITLE COPY. -ISPREPARIDAND ON SBEINIFro THE V DNTLECOIMANY GOVERNMENTALAGENCYAND OING INSWWTION LISTED HEREON,AND _ TO THE ASSIGNEES OF ME LENDING INSTI. TURON.CFAliHCADONSARENOTTRANSF N Z AD 0 ALI 0 SO —0 �GD tL m1 42"HIGH WOOD POURED-IN-PLACE 8"CONCRETE BLOCK GUARDRAILIFENCE 3 CONCRETE STAIR WALL AT STAIR 13'-9" 4'-0" TO CODE A-2 CONCRETE SLAB 15 T.@ I I" EXTERIOR NEW CONCRETE . LANDING W/DRAIN CONCRETE SLAB- STAIR TO LANDINGBASEMENT Alterations to GENERAL NOTES SLOPE TO DRAIN • , .; , 42"HIGH NEW BATHROOM GATE A. All work, construction and materials shall comply with WINDOW IN all provisions of New York State codes and with other o EXISTING c DN o RELOCATED 165 LOVE LANE rules, regulations and ordinances governing the place of ^' uP OPENING 16� REAR DOOR building. Builthing code requirements take precedence over BATHROOM MATTI TU C K the drawings. It shall be the responsibility of the TOICCANSI _ with the 2003 CODE _ _ EXIT NEW YORK contractor to ir7Sta11 the work in conformanceFOR GRAB BAR 4_ 18"jd.0 3'-0" code and to bring to the attention of the Architect any DETAILS SEE NEW WINDOW discrepancies ar conflicts between the requirements of the PRECAST CONCRETE SHEETA-3 0 - BATHROOM IN EXISTING code and the drawings before proceeding with the Work. HEADER OVER DOOR o DOOR OPENING 3'-0"x 6'-8" in i 30 r, responsible for thorou hl examining site SOLID FIBERGLASS �"h B. Contractor isg y g DOOR&FRAME conditions and architectural drawings prior to bid and start of construction.. NEW INTERIOR 4"REINFORCED o DISH PARTITIONS- SLAB ON GRADE SINK WASH. %"GWB OVER NEW WINDOW IN EXISTING DOOR C. The Architect is not responsible for job safety in its 2x WOOD STUDS OPENING entirety, lncluaing workmen, visitors, or any other entity o — v. which ma enter onto the Site. 10"REINFORCED WORK STUD10HOV"V ROOM y CONCRETE BLOCK - RETAIL DISPLAY BASEMENT WALL BASEMENT 7'-0" �;, CASES&SHELVING a r c h i t e c t u r e D. Con tractor"s choices as to the means of construction, STORAGE the sequences of construction, and safety precautions Io"x2o"CONTINUOUS CONCRETE FOOTING 5 incident thereto, are not part of the Architect's 1'-9" 2'-8" A-� responsibility. E. Signing of contract will be considered as evidence that 136 MAIN STREET AMAGANSETT, NY 11930 the contractor has studied the requirements and has 10"REINFORCED SALES NEW WINDOWS agreed to meet all conditions of code and perfect CONCRETE BLOCK COUNTER IN EXISTING OPENINGS operation. BASEMENT WALL 212.366.6400 V &DISPLAY 212.366.0400 F F. All work is to be done in a thorough and workmanlike a A-2 info@studiohowe.com manner. The contractor shall pay all fees, give all notices, file all necessarry drawings, and obtain all permits and REBUILD EXTERIOR WALLS 2 AS REQUIRED- A-2 certificates of approval in connection with all work under AS RESTUDSIRE@ 16"O.C. this contract. He shall comply with all applicable laws, ' INFILL ALL WINDOW& F U U ordinances, rules and regulations of city and state DOOR OPENINGS D authorities. NEW T 1 F560 LOOK JOISTS @ 12"O.C. - ON SOUTH WALL NOTE:SOUTH WALL ONLY TO BE TWO PROPOSED RETAIL F E B 17 ;12 G. Contractor to submit construction schedule, insurance HOUR FIRE RATED certificates, and wavers of lien before Start of REPLACE FLOORJOISTS• �.- Tp��p,BI Ct; DF PT. ;�I;THOLD construction. DISPLAY SHELVING TJI 560 @ 12"O.C. ' H. Contractor to verify all conditions in field. Notify i. architect in writing of any discrepancies in drawings. DO 4 HARDWIRED EXIT 3'-0" RED 4,5 drawings. SIGN WIBATTERY Ex1T G�5 5E H not scale draw, ,y ' BACK-UP � YH V. C • . I. Details are intended to show method and manner of n DISPLAY DISPLAY 4 accomplishing ithe work. Minor modifications may be WINDOW WINDOW N required to suit job dimensions or conditions and shall be included as part of the work. - , EXISTING STOREFRONT EXISTING STOREFRONT "P� O/C N E1J J. The drawings and specifications are to be taken REBUILD STOREFRONT - FOUNDATION AS REQUIRED FOUNDATION TO REMAIN- TO REMAIN-REPAIR together. However, any items appearing in only one and REBUILD AS REQUIRED AS REQUIRED SIDEWALK not the other is still part of this contract. Should there A-2 be any discrepancy between the drawings and the specifications or omission, the contractor shall notify the FOUNDATION/STRUCTURAL PLAN BASEMENT PLAN FIRST FLOOR PLAN Architect for in, structions. Work not explicit in the drawings (::3 R E V I S I O N S )_ but clearly implied as necessary to complete the project I 1/4 of _ 1 1-011 1/4 if _ 1 1-011 1/4 ,f _ 1 1-011 shall be included as fully drawn. K. All rough and finish electrical work shall be installed to meet local and state code requirements and shall be U.L. approved. 70.00'- PROPERTY LINE L. All work to) comply with handicap and disabilities - :• NOTES: requirements as put forth by national code. - CONSTRUCTION CONSISTS OF REPAIR& RESTORATION M. All work to be done duringnormal working hours, ',`;p ONLY OF EXISTING STRUCTURE. g DOWNSPOUT unless otherwise approved or required by building. PIPED TO CONCRETE WALKWAY �� DRAINAGE e` r PLUMBING: ALL RIGHTS RESERVED.ALL DRAWINGS,SPECIFICATIONS AND COPIES STRUCTURES �� ON— THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN HIS try PROPERTY.THEY ARE NOT TO BE USED ON ANY OTHER PROJECT UNLESS N. All materials to be new, unused and best of their kind, r ALL PLUMBING WORK TO COMPLY WITH WRITTEN PERMISSION IS GIVEN BY STUDIOHOWE. ALL OWNERSHIP, unless otherwise specified. They shall be free of all 2010 NY STATE PLUMBING CODE TITLE AND COPYRIGHT WITH STUD OHOWE,PRIVELEGESAREANDSHALLATALLTIMESREMAIN defects and based on latest standards of ASST, ASM — A `° Mat1t k W W ,.,r Federal Specifications, or other acceptable standards. Z '� Z p P =' � i' _ �� Z:i � � S' ,°�k" HURRICANE CODE: Y \ 165 LOVE LANE ,.td Q NEW CONCRETE w p ,;,,cu cAI ti 165 LOVE LANE ALL RESTORATION WORK COMPLIES WITH NYS SHEET TITLE: 0. Shopdraw,ln s to be submitted for approval prior to I LANDING EXISTING d ""' y 9 PP P o \ O o "' ''° HURRICANE CODE - ordering and installation. \ ONE STORY WDOD IZ z SECTION 16.09 -WIND LOADS of 120 MPH. GRAVEL YARD FRAMED BUILDINJG o GENERAL NOTES, o Z o Z P. Investigate site deliver and storage conditions SLOPE AWAY 9 y 9 "' O EXISTING "' ��a "`"' ' " '`'' FIRE PROTECTION: TO DRAINAGE > SITE PLAN, thoroughly. Store materials as required by owner. Ship SANITARY 0 z, ¢:_ 1 all materials %n sizes appropriate to site restrictions. TO REMAIN I NEW CONCRETE ALL NEW INTERIOR FINISHES TO COMPLY WITH FLOOR PLANS (2)4'DIAxB'PRECAST 1 STAIR TO BASEMENT f .. � t;,,,-�� `'' Y` NY STATE FIRE SAFETY CODE. PROVIDE SMOKE CONCRETE DRYWELL L — — 0. Remove alil debris, unused equipment and materials. WRAPPED WITH FILTER DETECTORS AS INDICTAED AND FIRE EXTINGUISHERS Job site to rernain in clean and safe condition at all FABRIC&BACKFILLEDWI LO — O J LOCATION MAP AS REQUIRED \ SCALE: times. Contractor to protect all work from damage. SAND&GRAVEL �\ � 5)_� R. Contractor to leave job in clean condition. All - -- NTS VARIES materials, work, and equipment to be cleaned to 4"ADS PIPING 70.00'- PROPERTY LINE satisfaction of owner. DRAINLINES DATE: S. All required plumbing sign—offs, change orders, punch 021512 list items, etc. to be received and approved by Architect 165 LOVE LANE before final payment. MATTITUCK, NEW YORK OCCUPANCY TYPE X SHEET NO: T. All work materials and equipment to be guaranteed for tip PER NY State Code - 30 SF/pp _ one year from date of final payment. S.Section: District: 1000 BUILDING USABLE SF- 650SF = TOTAL 22 person occupancy max. SITE PLAN Section: 141 p p y 4 Block: 04 Y 8 11 = 11-011 Lot: 31.4 CONSTRUCTION CLASSIFICATION - TYPE 5B NEW FIXED WINDOW IN NEW FIXED EXISTING WINDOW IN Alterations to LOCATION NEW SHINGE EXISTING NEW CEDAR ROOFING LOCATION SHINGLE %"PLYWOOD OVER EXISTING EXTERIOR NEW SHINGLE ROOF OVER NEW CEDAR 65 LOVE LANE T&G WOOD SHINGLE NEW GALVANIZED EXTERIOR METAL GUTTERS MATTITUC K NEW YORK NEW CEDAR SHINGLE ,� EXTERIOR H7 EXISTING STOREFRONT NEW WINDOWS IN NEW WINDOW IN NEW DOOR IN ED TO REMAIN-REPAIR EXISTING OPENINGS EXISTING DOOR EXISTING WINDOW AS REQUIRED OPENING OPENING ----- --- NEW WINDOW IN NEW WINDOW IN EXISTING DOOR EXISTING OPENING ---------------- --1------- 1---------------- OPENING III STUD10HOWE WOOD AT STAIR FENCE a r C h it e C t U r In EAST ELEVATION (STREET) NORTH ELEVATION 42"HIGH WEST ELEVATION (REAR YARD) 1 2 3 1/4" = 1 '-0" 1/4" = 1 '-0" 1/4" = 1 '-0" 136 MAIN STREET AMAGANSETT, NY 11930 212.366.6400 V NEW 3 2"x 12" 212.366.0400 F MICROLAM , RIDGE BEAM info@studiohowe.com NEW SHINGE ROOF SHINGLES ROOFING OVER ROOFING FELT NEW 8"PLYWOOD ROOF SHEATHING OVER BOARDS EXISTING T&G BOARDS TO REMAIN EXISTING ROOF RAFTERS- RAFTER NEW GALVANIZED METAL GUTTERS ` R-38 BATT INSULATION 42"HIGH WOOD FENCEIGUARDRAIL Et) ARC AT BASEMENT STAIR NEW CEDAR GALVANVIZED V.HO y�l SHINGLE STEEL GiUTTERS- __ --- ---------------------------- -------------------- Gj �tN �'F EXTERIOR DRAIN Tf0 ----,• �--- �` � � DRYWELLIS EXSITING 2x JOISTS @ 24" w1 Y CONTIISSIJOUS O.C.-SISTER NEW 2x10 TO r. VENTINJG FI GYPSUM WALL BOARD EACH JOIST NEW 2x8 HEADERS �� 022 —LO FINISHED INTERIOR-TYP. AT EXISTING WINDOW F _ REBUILD)EXTERIOR OF [�lE WALLS 1AS REQUIRED OPENINGS SISTER IPN 2x6"WOOD SOUTH ELEVATION STUDS IWO.C. NOTE: EXISTING T&G SOUTH WALL TO BE TWO HOUR FIRE RATED- NEW DOUBLE HUNG 1/4 if 11 -0" BOARDS3 TO REMAIN 2 LAYERS 8"TYPE X GWB AT INTERIOR WINDOWS INSULATED R E V I S 1 O N S I LAYER 8"TYPE C EXTERIOR GWB OVER GLASS-PROVIDE 1/2"PLYWVOOD EXISTING SHEATHING AT EXTERIOR SHEATHIING OVER FLASHING AS REQ. EXISTING BOARDS ALL WINDOWS&DOORS CEDAR SSHINGLES TO HAVE REMOVABLE OVER BUILDING PAPER HURRICANE SHUTTERS- See Detail Sheet A-3 R-19 INSULATION IN WALILLS-TYPICAL FINISH FLOORING 8"x 12"I GALV.ANCHOR TO BE DECIDED BOLTS @ 32"O.C. NEW WINDOW IN GRADE-SLOPE AWAY V"PLYWOOD 2x6 SILL PLATE EXISTING OPENING FROM BUILDING GALV.FLASHING& SUBFLOOR BOLTED GLUED y"/FT.MIN. TERMITE:SHIELD ALL RIGHTS RESERVED.ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN HIS 6"FILLED C.M.U. PROPERTY.THEY ARE NOT TO BE USED ON ANY OTHER PROJECT UNLESS WRITTEN PERMISSION IS GIVEN BY STUDIOHOWE. ALL OWNERSHIP, WITH(REINFORCING TITLE AND COPYRIGHT PRIVELEGES ARE AND SHALL AT ALL TIMES REMAIN WITH STUDIOHOWE. Wt REPLACE EXISTING SILL PLATE FOR-/' FLOOR JOISTS W/ JOISTS SHEET TITLE: ,'WOOD 10"COINCRETE BLOCK TJI 560 @ 12"O.C. &GLASS WALL)WITH VERTICAL \DOORLmE #4 REBAR& � R-38 BATT INSULATION � BUILDING SECTION & WOOD FENCE WOOD GATE HORIZONTAL STEEL 42"HIGH 42°HIGH REINFORCING WIRE EXTERIOR ELEVATIONS HANDRAIL 34"ABOVE WATERPROOFING °. =I NOSING MEMBRLANE a LL7 ° 4 0 D ° REINFORCED CONCRETE ,' SCALE: LANDING/SLAB-#4 REBAR �� a , 12"O.C.MIN. VARIES 8"REINFORCED / ASEMENT P BLOCK WALL @ DOOR � ) 4"CONCRETE SLAB ON GRADE DATE: `� FOOTINGS-CONTINUOUS 2 STAIR ��\\ a #5 REBAR-MIN.3"ABOVE W/NVELDED WIRE MESH CONCRETE BASEMENT STAIR- FOOTING BASE REINFORCING 021512 16 Risers @ 7" 15 Treads @ I I" FOOTINGS ON ° aG a • • UNDISTURBED SOIL • ° . ` °° • •4 SHEET NO:VAPOR BARRIER � > ,. ' '. ° SECTION/ ELEVATION a@ STAIR BUILDING SECTION 5 6 1/4" = 1 '-0" ASTENING SCHEDULE CONNECTION FASTENING,,rt LOCATION EXCAVATION NOTES: 1.join to sill or girder 3-Od common(242"x 0 131)EXISTING -3"x O.131"pads 1. BACKFILLING SHALL NOT OCCUR UNTIL THE FIRST FLOOR PLATFORM HAS BEEN INSTALLED AND SECURED. 3"14 gage staple' 2.Bridging to Joist 2-8d common(21/2"x 0.131") 4"VENT I 3"-0131"nails toenail each end Alterations to J III/// 2. ALL BACKFILL MATERIAL SHALL BE FREE OF LARGE BOULDERS (GREATER THAN 2.5"O.DJ ___ -3.14 gage staples _ R 0 0 F 3 I"x 6"subfloor°r less to each,oist -Bd common(247"x 0.131_) ace nail 3. ALL DRAINAGE TILE AND WASTE PIPING SHALL BE PROPERLY PITCHED AND SUPPORTED ALONG ITS ENTIRE RUN, 4 Wider than I'x 6 subfloor ro each,oin .Bd common(242"x 0.131") ace nail 39 - 41 S 2"subfloor to)Di t or g rdei 2-16d common(31/2"x 0 162") _ find and face nail T min '* _I Foundation Notes. 6 Sole plate co join orblodung 1"x01/3"xDsatIt 165 LOVE LANE 990 - 104C9 x 0131°stalls at 8"o.c, fxal(ace nail e plate t°joist or blociang at braced wall panel "14 gage staples at 12"ox raced raced wall panels )) �- 1 2 min .. 54 min i E n 7 Top plate to stud ! -2-16d rommon(3112'x 0 162", - r n 3.3'x0.131"nods end nail MATTITUCK 2 a 12 max 1370 The contractor is to verify all measurements in the field and any discrepancies -_ 3.3.14 a staples 5:C i '0� - ------ --w•-- are to be brought to the attention of the Architect prior to construction. 8 st°d w sole plate 4.8d common(2112"x 0.31") 305 4-3'x D 31"nails toenail NEW YO RK 1. All concrete 3,500 psi after 28 days minimum. 3-3"14 gage staples 42 fTl t n I 2-(bd common(31lz"x 0 162") ---- ` 2. All rebar ASTM A-615 Grade 60. 3-3 end nail x o I3," �s "14 gage 1 2" 1 1 2" r 1065 1 3. Footings are to be installed on undisturbed virgin soil. 9.Double studs 16d3(31 2"x O.1ta35')at 24"oc -- ples 1 / 2 / - Ji _ u__...-..__ 9 9 3"x 0 131"mail at 8'oc lice nail The bottoms of all footings are to be installed a minimum of 3'below grade unless indicated otherwise. 3"14 a staple at O"a _ Vent Vent „ Vent 10 Double top plates 16d(31l�x 0 135")ac 16"oc. 4 -_ 0 4. All mortar or mason construction shall conform to the requirements of ASTM-270. 3"x 0.131"nad at IT is•---�--- '�,M Section 609.4 f masonry q [Jouhle[op places i f 0 3'S gage staple 1 12"o 1 typical face nail - -- � "c 5. All masonry units shall be lightweight concrete masonry units C.M.U.,fm=1500 psi minimum. - caram°"o,, .01t2"' 12-3"x 0 131"nails Sink 4 1 I 12-3"14 a staples spice La Vt ra n 8fe 1' I I M o 6. Mortar shall be podland cement type'm'or's'. 11 Blocking berweeo joists or rafters to top plate 3.Bd common(2112"x 0 131") �1.'. C7 Q CID 3-3"x 0.131"nails toeriad cr) 3•3"H gage staples �•i ',,. �,. 7. All masonry walls shall be constructed with gals,wall reinforcing. Reinforcing to be heavy-duty truss-type, 12 R,m Joist cot top Mate Bid(21/2"x 0131•)at 6"°.t 3"x 0.131,nail at 6'o.c. toenail WC / 9 gauge and placed at each second course vertically and to be the width recommended by the manufacturer. 3"14 gage staple at 6" Reinforcing shall be ASTM 615 Grade 60. °p p laps and intersections 2.I6d common,31/2"x 0 162") 13.T laces, )> -""• � 3-3"x 0.131'nads face nail FIRST FLOOR 2 8. The Architect is to be contacted if unacceptable or questionable soil is encountered during excavation. STUD10HOWE �;Connntiousheader,two pieces 16d common!x o 16D 16 oc.alantedjrc F19. 604.5.1 Unacceptable soil is soil containing clay and/or organic material. I5.ceding jolts to plate 3-Od common(2112"x 0,31") -3"x 0.131"nails wereil a r c hi t e c t u r e S.3"14 gagesta cs Side Wall Grab Bar for Water (Closet 9. Install isolation joints along foundation walls and at column and other floor penetrations. 16 Cobtinuous header to stud 4-Oil common v/2'x0.1 toenail fl 3 4„ 10. Foundation excavation is not to be back filled prior to the existing building being lowered onto the new foundation. CONNECTION FASTENINGa.m LOCATION 17.Ceib°g joists,laps wer partitions(see$a"Mi 3-16d common(3112'x 0 162") 11. Backfill along foundation walls is to be clean material and is to be mechanically compacted in 3081041.Table 2308.104.1) ninimurn, Table 2308.10.4.f face nail lifts to 5 0 of maximum dry density. 4-3"x 0.13,"nals-3"1, a staples 136 MAIN STREET 18.Ceiling joists to parallel rafters(see$ernon -16d common(31h"x 0.162") AMAGAN S ETT, NY 11930 RELOCATED FIXTURES B 04 Table 2308.10.4.1) 'rinnu k BATHROOM GRAB BARS able 230E 10.4.1 ate nail -3"x 0.13 V nails EXISTING BATHROOM 4 Framing Notes. 19.Rafter to plate(see Sectiorl 2308.10 1.Table 3.8d common(242"x 0.131") The contractor is to verify all - 212.366.6400 V NTS 2308.10 1) 3.3"x 0 13 V will enail measurements in the field and any discrepancies -_ __ 3.3"14 a sta eS 212.366.0400 F 2D.I"diagonal brace to each-stud and plate 2-Bd common(2112'x 0.131") are to be brought to the attention of the Architect or Engineer prior to construction. 2.3"x 0.131"nails face nail __ 3.3"14 gage staples 21.1'x 8',heathmg to each bearing 3.Bit common(21/2'x 0 131") face nail info@studiohowe.com Wood Framing 22.Wider than I"x 8"sheathing to each bearing 3-8d common(242"x 0.131") face nail 23,Burh-up corner studs 16l common(3112"x 0.162') 4"ox, 00 Ib LIVE LOAD 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: 3"x 0.131"halls 16"°.c. 1 _ _ 3"14 a sta les __ _ 16"ox. BASEMENT I/ " PLYWOOD 20 LB DEAD LOAD Fb=825 psi 4 Built-up girder aril beams _ 3Oil common(4"x )32'oc. p 0.131"nail at 24"o.c.o.c. face had a wand bosom _ 3"14 gage smple at 24"o.c, staggered on opposite sides U.U. SUBFLOOR - y psi 2"20d common(4"x 0,192") (RETAIL) Fe perp=625 psi 3.3"x 0.131"nails face nail at ends and at each splice NAIL & GLUE TO E=1,600,000 psi _ 3.3"14 gage staples 25.2"planks 16d common(3112"x 0 162') at each bearing JOISTJOISTS 26.Collar tie to rafter 3-I Od common(3'x 0.148') S 2. All Laminated Veneer umber is to have the following minimum specifications: .3"x 0 f31"naus face nail _ 4•3"14 gage staples 27 Jack rafter to hip 3-10d common(3"x 0.148") Fb=2,900 psi 4.3'x 0.131"nails Fv=290 psi 4-3"14 gage staples toenail TO EXISTING SANITARY Fc perp=650 psi 3-3l6d common "x0.31"nxla1/2"x0.162") face nag E=1,900,000 psi 3-3"1, esciles aED /SRC 11 28 Roof rafter to 2-by ridge beam 2-16d common 342'x 0.162") ! �I TJI JOISTS 12 O.C. 3.3"x0.131"rails V. °�/ �/ d 3. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted 3-3"14 gage staples toenail C. ��� •Y� T1560 .j 11 A 14" 16d common(31/2"x 0162") V J 2 in accordance with the manufacturer's specifications. 3-3"x 0.131"nail, face had RISER DIAGRAM 'TRUS JOIST' WITH TJI JOISTS IN COMPLIANCE AND 3 ' 14 e5ta 1e5 � 3 4. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel. LONNECTION FASTENING-,- LOCATION J NTS BLOCKING PANELS CERTIFIED BY Designated connectors,strap etc.on these drawings are made by Simpson unless indicated otherwise. 29.joist t°bans joist -16d common(3112"x 0.162") ICC EVALUATION SERVICES All connectors,straps etc.are to be nailedlbolted in accordance with the manufacturer's specifications. -3•x 0.131•nails ace nail �O •3'14 gage staples 5. All floor sheathing is to be 23/32 inch AC type plywood, with an APA span rating of 48/24. D.Ledger vip -36x common3"n 531l2"x o.162") ace nail Floor sheathing shall be glued and screwed to the floor joists(6"O.C.edges and 12"O.C. field). -3'14 gage staples _ _ F N� FLOOR LOAD DIAGRAM 1 Wood svuctural panels and 2 arcicleboard6 42"and less 6dcl 6. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8'. ubfloor,roof and wall sheathing([o mingj 231g x D,I 13"nail^ NTS7. Double joists are to be installed below parallel walls. 13/4116 gage° , B FOR CONSTRUCTION 19132"to 3/4" 8dd or 6de 8. Blocking is to be installed at all point load bearing points. 231e x 0.113•nail,' 2"16 Mel, Single Flow(combination subfloor- 71e to I" 8dc 9. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C.unless indicated otherwise. underlayment to framing) 1118"to 144• 1Odd or Sde 3/4'and less 6de R E V I S 1 O N S 10. All joist and beam hangers and fasteners used on the exterior are to be Simpson Type 304 or 316 Stainless Steel. 116'to I,, Bile o ° I Ve"to 144" I Odd or Bd° FRAMING .Panel siding(to framing) 1/ ° 11. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. 2 less 6d:°or Oil 3"No.8 SCREWS 12"O.C. °°0 r 33.fiberboard sheathings No.I I gage roofing nailh 'IT } LIGHT WOOD FRAME WALL Steel 6d common nail(r'x o 113") I/2^ No.16 gage sraple, 1 -All steel is to be ASTM Specification A-36 132" Sit I!gage roofing p 8d common had(21/2m x x WASHER(TYP.) 0.131') 2-All bolted connections are to be made with A-325 bolts. No.16 gage smplei 3,. Simpson LSTA30 Ridge 1nt7-pa°e'ng 4! 4d1 6dk �''Y2"PLYWOOD Strap at each Rafter 3!I" GLASS ' • Ridge Beam- PLASTIC-COATED PERMANENT WOOD Strapping Detail- ALL RIGHTS RESERVED.ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN HIS SCREW ANCHORS PROPERTY.THEY ARE NOT TO BE USED ON ANY OTHER PROJECT UNLESS m_ WRITTEN PERMISSION IS GIVEN BY STUDIOHOWE. ALL OWNERSHIP, GLASS TITLE AND COPYRIGHT PRIVELEGES ARE AND SHALL AT ALL TIMES REMAIN WITH STUDIOHOWE. %"PLYWOOD SIMPSON STRONGTIE FRA SEE HD5A WITH 5/8"X 6"TITAN SHEET TITLE: DETAIL A HD AT EACH CORNER ,° WASHER(TYP.) FRAFTER 8 STRUCTURAL PLYWOOD OPENINGS PROTECTION; TOP PLATE^ ° DETAILS THICKNESS DEPENDS ON WINDOW oa OPENING WIDTH(1) 3"No.8 SCREWS 12"O.C. SIMPSON LSTA36 DETAIL A-TYPICAL ATTACHMENT OF SIMPSON LSTA36 HEADER STRA STRAP P ° PLYWOOD OPENINGS IPROTECTION TO �R WOOD-FRAME BUILDING ` Simlpson MTS30 Rafter Strap SIMPSON LTP5 SCALE: a a NOTE: IN LIEU OF SCREWS,LUGS at each Rafter Tail °°° ° ' e • STRAP ° °° VARIES Alternate to 120 MPH Certified WITH NUTS AND WASHERS MAYBE RAFTER ° a . OF PLAT a USED Window Installation Typical Window and Door Header H2ACONNECTOR Typical Wall and PI ood Panel Window and Door PER RAFTER STUD DATE: Sill StrappingDetail- Wall Corner Connection Detail AtYw Strapping Detail Each Corner 021512 Protections for Wood Framed Simpson H2A Hurricane TiesFoundation NTS at each Rafter Ti all Buildin s SHEET NO: N.T.S. TYPICAL STRUCTURAL DETAILS 1 NTS