The URL can be used to link to this page

Home My WebLink About42969-Z Town of Southold 1/29/2021 -a P.O.Box 1179 o - o ® 53095 Main Rd 4%.tf®1 �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41781 Date: 1/29/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 650 Sound View Rd., Orient SCTM#: 473889 Sec/Block/Lot: 15.-3-29 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/30/2018 pursuant to which Building Permit No. 42969 dated 8/23/2018 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: single-family dwelling with covered front porch, rear deck, finished basement(family room and half bath)and garage under as applied for. The certificate is issued to Bellesheim, Sara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0072 1/5/2021 ELECTRICAL CERTIFICATE NO. 42969 11/23/2020 PLUMBERS CERTIFICATION DATED 11/10/2020 Ch Gevinski O ed ignature �gufFo�� TOWN OF SOUTHOLD BUILDING DEPARTMENT a' TOWN CLERK'S OFFICE �y�• �o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42969 Date: 8/23/2018 Permission is hereby granted to: Bellesheim, Sara 1 Rivermere Apt 1 C Bronxville, NY 10708 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 650 Sound View Rd., Orient SCTM # 473889 Sec/Block/Lot# 15.-3-29 Pursuant to application dated 7/30/2018 and approved by the Building Inspector. To expire on 2/22/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,800.80 CO -NEW DWELLING $50.00 Total: $1,850.80 Bt i ding Inspector �I 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$15.00 Date. 6' ot`J ' New Construction: Old or Pre-existing Building: (check one) Location of Property: Soo Vl et ) Q Q�J I—dL_ U1 164 TIouseNo. o n d Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block 2 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) q P Fee Submitted: $ Applicakt Sigdat&e Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 a sean.devlin(cr)town.southold.ny.us COW, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Sara Bellesheim Address 650 Sound View Rd city Orient st: NY zip: 11957 Building Permit#: 42969 Section 15 Block 3 Lot 29 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA- SS Electric LLC License No: 54098ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 62 Ceiling Fixtures 11 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 16 Wall Fixtures 13 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 6$ CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 2 Transformer UC Lights 1$' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 1E 2 Switches 6g 4'LED Exit Fixtures Pump Other Equipment Fridge, Mini Fridge, DW, W/D, Oven, Micro, Hood Notes New House and Service Inspector Signature: Date: November 23, 2020 S Devlin-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road _ Fax(631)765-9502 P.O.Box 1179 CO- Southold, Southold,NY 11971-0959 _ • �o BUILDING DEPARTMENT TOWN OF SOUTHOLD JAN 1 5 2Q�1 CERTIFICATION 7 Date: .446 426 Building Permit No. /a q%2 Owner: 4-19irE LLF--.�S�_,E_!_ %r'1 (Please print) Plumber:- (Please print) 1 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. um ers ><gnature) Sworn to before me this. day of 01 20d,0 JESSICA HARRIS NOTARY PUBLIC-STATE' OF NEW YORK No. 01H4238954 Qualified In Suffolk County MY 9ipt"MI16IroN 901101 Wit 111 1923 Notary Public, County 1�� OF So(/Tyo # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION lo/FOUNDATION 1ST ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMA KS: m6 J- 4 a...- L� oved _ 'bhwv �4 , (F) lapohq, �,g� DATE INSPECTOR ` �pF so # TOWN OF SOUTHOLD BUILDING DEPT. couto, 765-1802 INSPECTION [ ] OUNDATION 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 RIP-MARK DATE owl INSPECTOR ho�a0f SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. �ycouN►v 765-1802 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION ] FRAMING /STRAPPING [ ] -FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1jj '. JCA . 1 A DATE INSPECTOR > q pFSO//lyO� � LA 6� # # TOWN OF SOUTHOLD BUILDING DEPT. °`yrou�m ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ]. INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 16 2O INSPECTOR 4P %f SOOIy� # TOWN OF SOUTHOLD BUILDING DEPT. �yrourm '' 765-1802 -INSPECTION [ ] FOUNDATION 1ST -[ ROUGH PL13G. [ ] FOUNDATION'2ND- [ ] -INSULATION/CAULKING ( ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]" ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ` DATE D7 / INSPECTOR • OF 50UlyO --- - - -- h �O # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm ' 765-1802 INSPECTION . " [ ] FOUNDATION 1ST [ ] OUGH PL13G. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ '] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION • [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: o wv I,J � �wv 6 � fall. VA.At . wl� ISI J S i> • DATE INSPECTOR ho�aoF soulyO6 _ * # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 ANSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLDG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL 0 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: calm✓✓ ypt kf A, &I "VWV SQ�� &�m ow�J�✓ vk m4e"V, r DATE /VA0401.0 f:, /l/11600 Of SOblyo� { 1 '�!�V �Cj�✓' F e+ "" # * TOWN OF SOUTHOLD BUILDING DEPT. 7651802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ,ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: V U af/ , ::- DATE INSPECTOR- BuildingEnvelope and Duct Ti htnessRe ort 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 650 Soundview Road, Orient,NY 11957 Test Date 11/13/2020 Building Permit#: 42969 Compliance Pathway Performance ' Test Completed by: Christopher Silvia ' r! r ' RESNET Rater ID# 4150294 Home Energy Solutions,', E- -'' NATE ID# 187 East Main Street e AN 1 5 2021 ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Euildin2 Envelope Tightness Volume Calculation : Check if- Floor Area Height Volume Conditioned Basement Basement 577 9.3 5366.1 ❑ Conditioned Crawl Space 1St 1151 9 10359 ❑� Sealed Attic 2nd 1043 9 9387 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 3500 area includes areas where the ceiling height is less than 5 Total Volume 28612.1 CFM @50 pa 1308.1 Air changes/hr@50a 2.74 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Whole House Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft'CFA N/A Code Compliance: N/A System-2: Within Condition Space Duct Location .......................... Floor Area Leakage CFM @ 25pa CFM/100 ft'CFA N/A Code Compliance: N/A System-3: Within Condition Space Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA N/A Code Compliance:F N/A ,I Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required b 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: Date: 11/13/2020 Christopher Silvia,Home Energy Solutions ASL;•� •�'. _ .. .. ,..... _.. -.,_ 1, •.1��`,� + .` �•{ 4la`�.'de 1��'�• Il.Ciy��0, �� ill ••� 1111114,11(itmijuji kill 098453000 ps Ur \ l�.g IWV > A vw 1 i 4. �i 46 jai i _ .. Illowo, —._,......_,..._..._.r fto t - :=k:sac� �;gt,ce9i�st»rmeran: MIN son 8 MMW Hill1111 '` � d ► �� - _ �. 10 w, . ., All r. . Www yam. w� w4 It is T WWI X ^r NX Ow w xY ,.gg .fir. 1 • � • • - • l FOUNDATION (IST) r j m � r ;rolgImIgAp , RENE �. PLUMBING f -� L, __� _ 11� • • AWN k f �5mw 5 �, • Vm e AN ANAM 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. Check Septic Form N Trustees C Trustees - — D Flood Permit Examined *3 1LY20 Storm-Water Assessment Form t �V ontact: j�, Approved O 20 JUL ° 1 20 18 D Mail to '�w 1ff- Disapproved a/c BUMDING DE Phone �—(6' p/ S/ Expiration 20 � 3�t °� ,_ Building Inspe APPLICATION FOR BUILDING PERMIT Date CZ 5 20 / INSTRUCTIONS a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways c.The work covered by this application may not be commenced before issuance of Building Permit d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months Thereafter,a new permit shall be required APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (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 �b es I%t" Name of owner of premises te—glk� (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 propo ed o k will be d PM �o� e�� ®rim Hous umber Street Hamlet County Tax Map No. 1000 Section I Block 3 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intenoed i1se and ppcupancy of proposed construction: a. Existing use and occupancyyo b. Intended use and occupancy Gl nil le- D/e 51 Gz�2/Gi-e�.C� 3. Nature of work(check'which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions ofe tire�ne Noes ction:Front 5 Rear a Depth Height 1 -T /— Number of Stories ' I � ' , 9. Size of lot:Front `'f Rear �> 3 Depth 1'T 0 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated L/O 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO-l// 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES v NO 14.Names of Owner of pre ses Nle:Address Phone No. Name of Architect Address Phone No Name of Contractor T• 13 D. 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. z-� 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS c6� COUNTY OF O ZO `�, , Z C; .� being duly sworn,deposes and says that(s)he is the applicant WZ O Cl) (Name of individu signing con act)above named, Oy 0 le=) � - (S)He is the co LL W (Contractor,Agent orporate Officer,etc) JF- =� ulZ n. of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, W U Z that all statements contained in this application are true to the best of Ins knowledge and belief,and that the work will be Qm O Lu O Z performed in the manner set forth in the application filed therewith � HZ _.°' �03 ¢ Q Sw rn to before me this-T O0 O f� day of v 20 Z U Notary Public Signa e of A ant Scott A. Russell ,��°5� � STOWWWA\TlER. SUPERVISOR' z MANAGEMENT S5 Main Road TOWN HALL-P.E Box K O� Town of Southold 53®95 Main Road-SOUTHOLD,NEW YORK 11971 'j� `�. CE AMR 236 - STORMWATER MANAGEMENT WORK SHEET F,U L 3 "20 ( TO BE COMPLETED BY THE APPLICANT ) `— DOES THIS PROJECT INVOLVE ANY OF 'TM FOLLOWING. - Yes N (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[v]�C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[�D. 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. 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 answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. Date APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other)I ! S.C.T.M. #: 1000 Dutnct NAME.- ?) Sgj Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Intorroatwa **** c�W @1't-4t-1 _ Reviewed By: tw'eA V v i Date: 7 /o-2®/S Property Address/Location of Construction Work — — — — — — — — — — — — — — — ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. — — — — — — — I � i EStormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) j FORM # SMCP-TOS MAY 2014 J APPLICANT: S.C.T.M.* 1000 s+ CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) — p .� 3Stormwater Management Control Plan CHECK LIST NAME: Section Block Lot x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Print Date: !/ � * The applicant must provide a Complete Explanation and/or Reason for not providing Ia - I , ZS all Information that has been Required by the following Checklistl ignature dep— bm 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YES111 NO III N,7A If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural &Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). - d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. A0- -f. Existing& Proposed Contours of the Site (Minimum 2 Intervals) Ij g. Location of all existing& proposed structures, roads, SWIMENT CONT driveways, sidewalks, drainage improvements&utilities. a ut not be li h. Spot Grades&Finish Floor Elevations for all existing& A well maintained ConstrllcUgn E,,WWN G4 S01011OLD proposed structures. Wire Backed Silt F 1, Location of proposed Swimming Pool and discharge ring. eeding of ex Location of proposed Soil Stockpile Area(s). soils. k. Location of proposed Construction Entrance/Staging Area W. 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures, 2. Stormwater Management Control Plan must include Calculations showing DRAINAGEINSPECTIONS ARE REQjjjRFn that the stormwater improvements are sized to capture,store,and infiltrate Contact TOS En ineed on-site the run-off from all impervious surfaces generated by a two(2")inchackfiil, OR Provide rainfall/storm event. that the dr 3. Details&Sectional Drawings for Stormwater practices are required for approval. Code., has been instailed Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g.infiltration basins swales etc.) **** FOR ENGINEERI D PART N SE ONLYEl**** Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: — - - - - - - - - - - - - - - - - - - - - - - - 1 Stormwater Management Control Plan is Complete. o l : Date: 8 23 1 SMCP has been approved by the.Engineering Department. FORM # SWC C eck List-TOS MAY 2014 ��SUFF01,��0 BUILDING DEPARTMENT-Electrical Inspector o < TOWN OF SOUTHOLD coTown Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # Date 2— • S 2020 Customer Name ' Electrician Name 5' VG1c4l-ro Address450 vIeU Qrl?n7 Phone & O2, S Z e-mail e-mail '�S ddr,�rtC d IuV A4jN . a eM Phone LI 6" License# 5'46ct -M oC Size—WO A Phase Overhead Underground D� #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification" valid f a s from the date e. Authorized by 1W------------------------------------------- o��Suf F0/Kc0 BUILDING DEPARTMENT- Elect 'cal Inspector, _°; , Gy TOWN OF SOUTHO D CD ail Hall Annex - 54375 Main Ro ! -"SPO Box 1179 Southold, New York 11971-0959JUN 2 5 2020 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a southoldtownny.gov — sea nd cr souftoldtownny:gov, APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Name: License No.: 1�;L,lOq ,-ME email: C bs k 0 Address: ` - ---- - -- - - - - -- - -- ---- - -- Phone No.: "10 - - - JOB SITE INFORMATION (All Information Required) Name: Tc< - 61a2 Y\n Address: 10SO Qt' � Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DEShR�IPTION OF WORK (Please Print Clearly) IS 2 CvA Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES /00 Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters- Old Meter#- -" New Service - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: '`k-ecASe � �\\ ��l-olU2- Zell t� � 1 N �hS�C�\CJ In lett �0� Q0 C" PAYMENT DUE WITH APPLICATION r Inspection Formals r- Request for BUILDING DEPARTMENT- Electrical Inspector FEB TOWN OF SOUTHOLD CD ® 5 20206wn Hall Annex - 54375 Main Road - PO Box 1179 041 - Southold, NewYork 11971-0959 irvf"SC iI ..�`F"�f'� .r•.�•^�-,%TM I elephone (631) 765-1802 - FAX (631) 765-9502 iogerr(a7southoldtownny.gov sea nd(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date- a- 3- aQ Company Name: Name: �q License No.: Me 5 email: , aey-N Address: Z5 11�P� Phone No.: CO221 J p0", JOB SITE INFORMATION (All Information Required) Name: , '- h-e f Y)-) Address: U ,PAJ Y4J Aga Cross Street: Phone No.: Bldg.Permit#: 42,q (Q I email: Tax Map District: 1000 'Section: Block: 13 , Lot' BRIEF DESCRIPTION OF WORK (Please Print Clearly) - Zov ► -rn cP Ir Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) S Lptl e Size3 Ph Size: �� A # Meters Old Meter# t�nderagrou'nd ery - Fire Reconnect - Flood - Service Reconnected nderground - Overhead Laterals 1 2 rH Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form As �� BUILDING DEPARTMENT- Elect gal In�pEptgr, TOWN OF SOUTHO o :.,TbvvHall Annex -`54375'Main;R&, 'PO x,,11.79 o `Southold, New York 1�9�1l0,959)UN. 2 5' 2020 �,© p Telephone'(63,J) •765°=1802; FAX`(631,) 76;5-9502 rogerr(c southoldtownny:gby seand0-soutf,-a W W tgov -- APPLICATION FOR ELECTRICAL INSPECT�ON �' ' ELECTRICIAN INFORMATIO-N (All Information Required) Date: Company Name: Name: C ` License No.: t, .e'mail: 5 loq�-�I�- , �S �('.E 6&k Address: Phone No.. 6 Sk ' --- ---- - -------------- -- - _._--------,------ -- ok-M JOB'SITE INFORMATION (Ali information Required) Name: Address: 10so Cross Street: r- Phone.No.: - Bldg.Petmit.#: email: ---=--. --- - -- BRIEF DESCRIPTION OF WORD -Please Print Clearly) " F��n C� a•�e eve -ems W Circle All That Apply: Is job ready for inspection?: YES / NO Rough in Final Do you-need a Temp Certificate?: YES/(9 Issued On Temp, Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Metw# , New Service - Fire Reconnect- Flood.Reconnect --Service Recon -Underouiv!-0,varhaod # Underground Laterals 1 2, H Frame Pole Work done on Service? Y N Additional Information: kick �f�\\ �31-�U2—�ZGI! �- ©• a-C to PAYMENT DUE WITH APPLICATION Request for Inspection FormAs PERMIT# ddre Switches � Outlets - - --- — GFI's �� Surface ( + Sconces H H's UC Lts P Fans Fridge ;; HW v Exhaust ! Oven5 1 Dryer Smokes 1� ' DW !' Service Carbon Micro P j Generator TCombo Cooktop If Transfer AC AH I; Mini Special: �,SG0 Comments: II 'li - Town Hall Annex �+� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 am CO- NY 11971-0959 BUILDING DEPARTMENT NOTICE OF-UTILIZATION OF-TRUSS TYPEZONSTRUCTION, PRE-ENGINEERED - WOOD CONSTRUCTION AND/Olt TIMBER CONSTRUCTION Date: Owner: Location of Property: _ _ S.0y n,�A __ 1.&U Up 1J Please take notice that the (check applicable line): V New commercial or re%_clential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure i to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) 'Floor and roof framing (FR) Signature:_ - - - Name (person submitting this form): O�� Capacity(check applicable line): Owner " Owner representative TrussReg15.docx Effective 1/1/2015 �q w`' DEC 1 6 2019 ` Julie A.Curlen �p �+ President&Agency Drstrict Manager steVVar1. }it10 Real partners.Real posslbllitlesim July 25, 2018 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Re: Title No. ADV- 10145-S Premises: 1000-015.00-03.00-029.000-650 Sound View Rd., Orient, NY Owner(s): Sarah Bellesheim To Whom It May Concern: i Please be advised that Advocate's Abstract, Inc., is a duly constituted and authorized agent of Stewart Title Insurance Company. As such agent, said Company can act fully on our behalf and i in our stead and has the authority to prepare and issue Certificate and Report of Titles, omit title exceptions, collect title insurance premiums and issue Title Insurance Policies and Endorsements thereto. If you have any questions in this regard, please feel free to call me at any time, l Very truly yours, Julie Curlen 1.. President JUL 2 7 2018 &Agency District Manager JC/cc DUELDI 1G DEPT' Cc: Advocate's Abstract, Inc. 6302 Route 25A I PO Box 958 Wading River, NY 11792 Attn: Stephen M. Richardson I Stewart Title Insurance Company 300 East 42nd Street 10th Floor New York,NY 10017 (212)922-0050 main (646)345-6247 mobile Jcurlen®stewart.com http://www.stewart.com/new-york I ADVOCATES ABSTRACT, INC Issuing policies of �stewarf title insurance company Title No. ADV-10145-S SINGLE & SEPARATE SEARCH STATE OF NEW YORK) . ss.. COUNTY OF SUFFOLK) STEPHEN M.RICHARDSON,being duly sworn, deposes and says: That he is the President of Advocate's Abstract,Inc.,an Agent of Stewart Title Insurance Company, and has had a search made,under his direction, of the records and/or files of the County Clerk and Registrar of the County of Suffolk for the purpose of an application for a variance affecting the following premises: TAX MAP DESIGNATION: District: 1000 Section: 015.00 Block: 03.00 Lot: 029.000 That such search includes a chain of title as to the premises and all of the adjoining lots since prior to 5/25/62 and such search shows, and he does certify that, according to the names listed herein as shown by the search of the public records, no contiguous property was owned by an owner of property involved since that date. That this affidavit is made to assist the TOWN OF SOUTHOLD to reach any determination which requires that said Board will rely upon the truth hereof. This Company's liability is limited to Twenty-Five Thousand and 00/100 ($25,000.00)Dollars for negligence only. No policy of insurance is to be issued hereunder. ADVOCATE'S ABSTRACT,INC., as Agent for Stewart Title Insurance Company BY: Stephen M. Richardson, President Sworn to before me this 26th day of July, 2018. KAREN L.RICHARDSON NOTARY PU8LIC,State of New York 01R14837291 6302 Route 25A • Wading River, NY 11792 Qualified in Suffolk C un 631-929-6686 • 631-929-3708 fax Commission Expires (9 SUBJECT PREMISES: 1000-015.00-03.00-029.000 Woodhollow Properties, Inc. Dated: 05/25/1962 to Rec'd: 06/07/1962 Henry L. Muller and Liber: 5177 Page: 392 Evelyn Muller,ux. Henry L. Muller and Dated: 10/04/2001 Evelyn Muller, ux. Rec'd: 10/25/2001 to Liber: 12149 Page: 250 Sara Bellesheim (LAST DEED OF RECORD ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 26'h day of July, 2018. P. CL KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk C nty Commission Expires d 619 Page 2 of 5 PREMISES ADJOINING EAST OF SUBJECT PREMISES: 1000-015.00-03.00-028.000 Alfred Gaita and Dated: 06/07/1979 Anne Gaita,ux. Rec'd: 06/11/1979 to Liber: 8639 Page: 595 John N. Boumas and Marina Bournas,ux. (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 26"'day of July, 2018. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk County Commission Expires 01 Page 3 of 5 PREMISES ADJOINING SOUTH OF SUBJECT PREMISES: 1000-015.00-03.00-039.000 John C. Lake, Jr., as Administrator of Dated: 05/15/1975 the Estate of Frederick H. Goble Rec'd: 05/21/1975 to Liber: 7843 Page: 328 Donald T. Brudie and Barbara T. Brudie, ux. (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 20h day of July, 2018. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified In SuffolkC unty Commission Expires t 9 Page 4 of 5 PREMISES ADJOINING NORTH OF SUBJECT PREMISES: SOUND VIEW ROAD PREMISES ADJOINING WEST OF SUBJECT PREMISES: 10' PATH Dated: July 26, 2018 ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 26the day of July, 2018. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk C unty Commission Expires04cl Page 5of 5 ADVOCATES ABSTRACT, INC Issuing pobcies of �stewarf title Insurance company Title No. ADV-10145-S SINGLE & SEPARATE SEARCH STATE OF NEW YORK) . ss.. COUNTY OF SUFFOLK) STEPHEN M. RICHARDSON,being duly sworn, deposes and says: That he is the President of Advocate's Abstract,Inc.,an Agent of Stewart Title Insurance Company, and has had a search made,under his direction, of the records and/or files of the County Clerk and Registrar of the County of Suffolk for the purpose of an application for a variance affecting the following premises: TAX MAP DESIGNATION: District: 1000 Section: 015.00 Block: 03.00 Lot: 029.000 That such search includes a chain of title as to the premises and all of the adjoining lots since prior to 5/25/62 and such search shows, and he does certify that, according to the names listed herein as shown by the search of the public records, no contiguous property was owned by an owner of property involved since that date. That this affidavit is made to assist the TOWN OF SOUTHOLD to reach any determination which requires that said Board will rely upon the truth hereof. This Company's liability is limited to Twenty-Five Thousand and 00/100 ($25,000.00)Dollars for negligence only. No policy of insurance is to be issued hereunder. ADVOCATE'S ABSTRACT, INC., as Agent for Stewart Title Insurance Company BY:� S phen M. Richardson, President _ Sworn to before me this 26th day of July, 2018. D JUL 2 7 2018 KAREN L.RICHARDSON NOTARY PUBLIC,State of New York BUMDYNCY DEPT. 01 R14837291 6302 Route 25A • Wading River, NY 11792 TV"` r 17 i 77`707 D Qualified in Suffolk qounty 631-929-6686 • 631-929-3708 fax Commission Expires t vt SUBJECT PREMISES: 1000-015.00-03.00-029.000 Woodhollow Properties, Inc. Dated: 05/25/1962 to Rec'd: 06/07/1962 Henry L. Muller and Liber: 5177 Page: 392 Evelyn Muller, ux. Henry L. Muller and Dated: 10/04/2001 Evelyn Muller, ux. Rec'd: 10/25/2001 to Liber: 12149 Page: 250 Sara Bellesheim (LAST DEED OF RECORD ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 26`h day of July, 2018. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk County. Commission Expires 513(la%019 Page 2 of 5 PREMISES ADJOINING EAST OF SUBJECT PREMISES: 1000-015.00-03.00-028.000 Alfred Gaita and Dated: 06/07/1979 Anne Gaita, ux. Rec'd: 06/11/1979 to Liber: 8639 Page: 595 John N. Bournas and Marina Bournas, ux. (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 26"day of July, 2018. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified In Suffolk ounty Commission Expires l9 Page 3 of 5 PREMISES ADJOINING SOUTH OF SUBJECT PREMISES: 1000-015.00-03.00-039.000 John C. Lake, Jr., as Administrator of Dated: 05/15/1975 the Estate of Frederick H. Goble Rec'd: 05/21/1975 to Liber: 7843 Page: 328 Donald T. Brudie and Barbara T. Brudie, ux. (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: (9� STEPHEN M. RICHARDSON Sworn to before me this 26" day of July, 2018. KAREN L.RICHARDSON NOTARY PUBLIC,state of New York 01R14837291 Qualified In Suffolk County, Commission Expires 5T�31Q`a�� Page 4 of 5 PREMISES ADJOINING NORTH OF SUBJECT PREMISES: SOUND VIEW ROAD PREMISES ADJOINING WEST OF SUBJECT PREMISES: 10'PATH Dated: July 26, 2018 ADVOCATE'S ABSTRACT, INC. BY: �9� STEPHEN M. RICHARDSON Sworn to before me this 26the day of July, 2018. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk County Commission ExpiresOtct Page Sof 5 L 3 � oZ 13 N cn Q IEMENT NOTES: PROP05ED NEW NOU5E Y CONSTRUCTION OR CLEARING, A CONTINUOUS on VACANT LAND �. 4G IS TO BE STAKED AND INSTALLED TO THE E FENCING IS TO BE MAINTAINED, REPAIRED * / or (SURE PROPER FUNCTION, UNTIL ALL DISTURBED GETATED. EROSION&SEDIMENT CONTROLS RECESSED BY TRENCHING G-" INTO THE GROUND. Shall include but.not be limited to: A well maintained Construction Entrance, i SHALL BE TRENCHED TO DRYWELLS FOR wire Backed Silt Fencing,stabilization & Seeding of exposed and/or inactive soils. FURBANCE TO BE SEEDED WITH AN APPROPRIATE DRAINAGE INSPECTIONS ARE REQUIRED 'D WITH STRAW IMMEDIATELY UPON COMPLETION Contact TOS Engineering at 765-1560 before Backfill, OR Provide Eng1we'§C40k.6wrl )JECT. IF SEEDING IS IMPRACTICAL DUE TO THE thatthe drairragehggbeYdiMstali4id&d& s MULCH SHALL BE APPLIED UNTIL SEASON CHANGE, a APPROVAL OF STORMWATER MANAGEMENT -� 5 AREAS TO BE RAISED SUFFICIENTLY AT THEIR SITE ccxNrROLIAN -Tow Code p r236 L c ;ISTING ROADS, TO PREVENT RUN OFF OF WATER, Date: 23 1� N \A BEING DISCHARGED ONTO THE ROAD. Approved by: 8'-0°MAX. C. to C. U GRADE O Q f c9 LU J A y� CD s IL( J) NC S p N,l �-' 0 �t l J RE z c — — ---- - - - PERSPECTIVE VIEW - 30 MINIMUM 2 x 2 FENCE POST WOVEN WIRE FENCE (G x G - I 0/ 10 WWF) z_ FILTER CLOTH O 3SY SLpP N GE )ASE ~�., EMBED FILTER CLOTH oE } MIN. G" INTO GROUND J, z t Z F NOTE: o MAXIMUM DRAINAGE AREA Z"F 1/2 ACRE / 100 LIN EAR FEET w F C F TION SECTION DETAIL � c 51 LT FENCE DETAI L5 — NT5 x ` ®991 l a w 30' s� BUT SUFFICIENT TO KEEP SEDIMENT ON SITE SILT FENCING CONTINUOUS Q EIITTOHER SIDE OUND OOF ENTRANCE p� Ld ry ...''i.�✓�� "�:'. CL� LU 4 0 nnnnnnnnnnnnnnnn ry SOIL STOCKPILE DURING EXCAVATION * FOUNDATION ' 4� \' CONSTRUCTION. TO BE' L REDISTRIBUTED AROUND HOUSE 4 UPON APPROVAL TO BACKFILL U DRYWELL 2 b (EL. 7.0) OUTLINE OF BUILDING ENVELOPE 42'-0' L o BACK DECK 1 SIDE ENTRY GARAGE `+ STOOP (ECFV. 25) BASEMENT EGRESS _ ° PROPOSED NEW 2 �? STORYOUSE Ivey prepared by (I st FL. ELEV. 33) urveyors, PC pdated 3.30. 1 7 20,754 sc�.ft, FRONT PORCH 33-0 � .,-1785 sg,ft � _ _ ides: 'qw-_ DRYWELL I peck 1785 2Q, x;800 sa.ft. tcutilities, etc. ULLY BEHIND TRENCH DRAIN @ (EL. 28.7) DRIVEWAY ENTRANCE SOUND VIEW ROAE I ELEV. 20.G' f Y%y 1-011 ROOF GUTTER u HOUSE 101-0" RUNOFF CALCULATI I G48 x . I G7 x 7.5 @ (1) 11-011 x 8'-O" �C LEADER 20641 300 = G.8 @ ( 1) 4'-011 x 8'-0" 191-011 Runoff Containment F (2) 4'-O"deep x 8'-0' EXTENSION (provides 2400 PARKING AREA RUN 20'-011 GRADE G78 x . I G7 x 7.5 = L @ (1) 11-011 x 8'-0" 0 7 SMAS REF'S X10-16-0072 SURVEY OF PROPERTY .,✓-EXCAVATtON INSPECTION RE�9�R�5 AT ORIENT NES,L TOWN OF SOUTHOLD FOR SANITARY SYSTEM ®' "" SUFFOLK COUNTY, N.Y. BY HEALTH n PARrk1-%N r � i p0-u,NG � I 1000-15-03-29 DoT® i W L® SCAL1'=60 VACANT E MINE 26, 2016 I _.A/AR 1 2017�R fl Sq ►VS) 9 4P tzs+ a;� ., SUFF OL.1,I-OUN Y L}EPARTM .E=I`Y OF HEALTH Ssei{11I �^ I pv+EwNG �„�,�' I I CES PE'RMI T d`�!`R APPROVAL OF CONSTRUCTION FOR A , I VON®G �� Ty y ROSINGLU FAMILY RIeSIDR6dCE ONLY I E� \ I ' V \ 7 WULA CW FRONT YAR /� PR r�,�g7^�q O7 PAVDh7At '� 1 q.S.DD d7ay 7IFu I ASI'B-1 1d V ra ti �^'V FOR AXIAIUM Or � � PAST\\ 0 DO p.'m � ! /r BEDROOMS r N77�t� ; 1 UI :MRES THREE YEARS FROM ®ATE ®PAPP ROVAL \ sbi LOT LpT® j DWELLING NG \ n� 594.00 ``�•,'o a�\\ - pow Is I APPROVED [td 1'LC0012D�aNCE llfsl°fl�l A D ®F 1 '` 8,�""� ,Sr oil REVIEW DETE3�PAINATION DATE® IZ/ <O�I b - 1 o ,,.d d��\ , { ;' LOT W low Ol PROPOSED RAIN RUNOFF CONTAINMENT TWO / U ------ HOUSE / ___HOUSE & GARAGE 1499 sq.ft l %� �/ FP ai% 1499 x 1 x 0.17' = 255 cu.ft. �� ;' B � ad ,. oss. 145A I DRIVEWAY PERVIOUS 1406 sq.ft. ; les I I 1406 x 0.80 x 0.17 = 165 cu.ft. %� ►nE P e+Ps S79'58W 20" 446 446/42.2 = 11 VF PROVIDE (3) DRY WELLS 8'0 x 4' DEEP o O v�\ I /Q,` SLI\��/!%J/Aj o `� LOT® I i VACANT .y '! n� r.• d LpT® fi 93H'Oa'13ils \FLS[Jko�I\\- . _PIPE FIN. FLR• TEST HOLE DATA - ■ -MDNuMENrEL.33.0' GRADING FLAN McDONALD GEOSCIENCE ELEVA77ONS ARE REFERENCED TO NAW88 (� Y OUT CLEAN ,i. N TS. 05/26/2016 TOTAL_ FINIS `r DARK BROWN LOAM OLF,.Q I _"�3V�• Or OA7 A6 CFEB ,753 a9/ `'.�./�� I E HED ADE EI-25.5' - 1'BROWN SILT MLS 27.0' 0 I.E. 1000 GAL f0• LOT NUMBERS REFERENCED TO 25.0' g�PTIC I.E. ZG�� 'MAP OF ORIENT-BY-THE-SEA, SECTION TWO'FILED IN THE OMCE OF THE CLERK OF TANK 24.5' 21. 13 ®®� --- vq` 2 3.T a 774E COUNTY OF SUFFOLK ON OCT. 26, 11961 AS MAP NUMBER 3444 � ®®tF - BROWN SILTY SAND WITH GRAVEL SM PROPOSED SEPTIC SYSTEM I ®� N ------"- 19• '�• The location of public water, wells and aebspools shown hereon are (3 BEDROOMS) IWATER/N PALE BROWN FlNE SAND WITH GRAVEL SM from field obserwhons and or from data obtained from others 4' APPROVED 3' SAND 80 3' SAND LEACHING COLLAR ______ 1-1000 GAL. SEPTIC TANK PIPE COLLAR -- 20- AL AM FAMILIAR WI7H 774E STANDARDS FOR APPROVAL AND CONSTRUCTION OF I POOL SUBSURFACE SEWAGE DISPOSAL SYS7EMS FOR SINGLE FAMILY RESIDENCES AND WILL (SW� (SW) WAIER IN PALE BROWN Al SAND TO MEDIUM SAND SP ABIDE BY THE CONDI710NS SET FORTH 7HEREIN AND ON THE PERMIT TO CONSTRUCT. 1-80 LEACHING POOL 12' DEEP jto 774 3' CLEAN SAND COLLAR EL 6'+ 27 W1 ILA ANY ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLARON REMOVE MATERIAL DOWN $'� NOIS• WATER ENCOUNIER£D 19.0'BELOW SURFACE 618 OF SEC77ON 7209OF 7HE NEW YORK STATE EDUCA77014 LAW TO SAND SP AND BACK FILL GROUND WATER SAND EL.1.8_ PECON/C SURVEYORS, P.C. EXCEPT AS PER SEC71ON 7209-SUBDIVISION 2. ALL CER71FlCA77ONS WITH CLEAN SAND —;,— —& 631 765-5020 FAX 631 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY IF GRAVEL TO BE BUILT TO SUFFOLK COUNTY ) J SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR EL.0.8' DEPARTMENT OF HEALTH SERVICE SPECIFICATIONS P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. I a (SAND SP) 1230 T AV EL Y. STREE 1 971 T 16-059 SCDHS REF# RIO-16-0072 l i SURVEY OF PROPERTY AT ORIENT WEM �� aTOWN OF SOUTHOLD 'N SUFFOLK COUNTY, N.Y. 1000-15-03-29 SC A1 s•=;50 JUNE 24 2016 VACANT MARCH 30, 2017(REWSIONS) SOT®g Soo RINE 10, 2019 (FOUNDAAON LOC.) b� (i DWNG ®o� NG sp ES , j{ VOAD ® """ ViNVIY FRONT YARD F ►� ase �€�P�VD�'X5.00 r `�c L.,,-•; �'"',: -� ) �7=�, P� mcE of PA,�a.3D OOZE1,? �_ o . JUN 1 4 2019 FSE t i ; o LOT® _ tl m o� LOT® DWELLINGfn �� LT SF'Sr i Z i*1 328wNG . � tSVl t✓ i 1 � � ;i � > fGDN�jpE1�N• _ p..y►d 329. o •zp PROPOSED RAIN RUNOFF CONTAINMENT$ 1 �`"" a,ff HOUSE& GARAGE 1499 sq.ft coot FSCE ors. 1499 x 1 x 0.17' = 255 cu.ft. °YS 45'13 DRIVEWAY PERVIOUS 1406 sq.ft. sFp"6 o aex W 1406 x 0.80 x 0.17 = 165 cu.ft. F ST9-5820" 446/42.2 =• IIVF 446 PROVIDE (3) DRY WELLS O 0 810 x 4'DEEP v Oc ' LOT gyne year m VACANT © LAT � pWE�NG vol®G D�N PPE FIN. FLR. TEST HOLE DATA . :PIPE EI-33.0' GRADING PLAN McDONALD GEOSC/ENCE CLEAN N T& 05/26/2016 ELEVA77ONS ARE REFERENCED TO NAVD88 OUT 'E FINISHED DARK BROWN LOAN OIL TOTAL AREA-20,753 90.FT. II 1=i i=t II I. RADE G EL.25.5' 1 �� or 0,476 ACF E8 I.E. "j"` 1— =)f_ i i_ �_ =� x=- iL=: BROW SILT ML <` a .....,�`�(�.,�jcy, 27.0' ✓' AEI . -t I.E. 1000 GAL f0' LOT NUMBERS REFERENCED TO 25.0' $FpnC I.E. C9 `� �(y MAP OF ORIENT—BY—THE—SEA. SEC71ON TWO*FILED IN THE OFFICE OF THE CLERK OF TANK 24.5 I. `� �'� �C�,,,� THE COUNTY OF SUFFOLK ON OCT. 26, 11961 AS MAP NUMBER 3444 23.7' 19 BROWN SILTY SAND W/7H CRA VEL SM PROPOSED SEP11C SYSTEM 7 'Ojw— :roon ore (3 BEDROOMS) WATER/N PALE BROWN FINE SAND W17H GRALEZ SW The location of public water, wells and cesspools shown he '� from geld obserwt/ons and or from data obtained from others. 4' APPROVED 3' SAND 80 3' SAND s c I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND CONSTRUCTICN OF 1-1000 GAL SEP77C TANK PIPE COLLAR �p00LG �COLL R 20' {_ SUBSURFACE SEWAGE O/SPOSAL SYSTEMS FOR S/NCLE FAM/LY RESIDENCES AND WILL WATER/N PALE BROWN FINE SAND TO MEDIUM SAND SP ABIDE BY 7HE COND17IONS SET FORTH THEREIN AND ON THE PERMIT 70 CONSTRUCT. 1-80 LEACHING POOL 12'DEEP "to zY WITH 3' CLEAN SAND COLLAR ANY AL7ERARON OR ADDITION TO THIS SURVEY IS A NOLA77ON REMOVE MA7ERIAL DOWN 8'0 NOTE WRIER ENCOUNTERED 19.0'BELOW SURFACE OF SEC77ON 7209OF 7HE NEW YORK STA7E EDUC47ION LAW. TO SAND SP AND BACK FILL GROUND WATER SAND EL7.8' �,_P CON R.APY-OR� C.> EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77RCA770NS WITH CLEAN SAND ((' 2R AX ARE VALID FAR 7H/S MAP AND COPIES 7HER£OF ONLY IF GRAVEL TO BE BUILT TO SUFFOLK COUNTY 2 FAX 631 7 5-1797 SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF 7HE SURVEYOR d,0.8' DEPARTMENT OF HEALTH SERVICE SPECIFICATIONS P. 0. BOX TRAVELER STREET WHOSE TGNA7URE APPEARS HEREON. (SAND SP) 1230 SOU7HOLD, MY 11971 1 6 -0 9 7 SCDHS REF'# R10-16--0072 SURVEY OF PROPERTY i AT ORIENT TOWN OF SOUTHOLD WELL SUFFOLK COUNTY, N.Y. 3 SEP" 1000-15-03-29 I SCALE 1'=60 o ? vol XNE 28, 2016 I ® � a SEPTIC LOCATION vpGpNT ® MARCH 30, 2017 NOMWBER 2020 NAL) VAN WIF p�LL1NG ST 38' 25' '50` LP 84.5' 74' LOT®G ®west o DWE� R I AD WELL LOCATION �Iy • f . ®�N� F71T WELL W RAW B & VV PAVF]l 45. 0 FRWT YARD 65.8' 80.2' g ' 1 G aF ®wtu "�` g a TEST HOLE DATA ��p0.E ` ow O CERTIFIED TO: McDONALD GEOSCIENCE N7-7 �_ uic '3 os�zs/zols ASN WrrH °11. N MITCHELL BURD p 203 d i N SPE, siErs w CANDICE BURD i DARK BROWN LOAM OL } C- 0. LOT® BANK OF AMERICA NA �, 0. DWELLING ABSTRACTS INCORPORATED BROWN SILT ML 594.00 ti �-,r��.. a2? to DWELLING e R 10' ; O STOOP i 0 .j SZ'A N At STEPS F 8BROWN SILTY SAND NTH GRAVEL SM i 4 L HG�SpGB 19' g b ' •k' m• Fl "� 6, i a WA7ER IN PALE BROWN nNE SAND W17/GRAVEL SM ® °i O -rod f I UNRS 20' L01cRA i�v wop0 oFy,c U/° e T WA7ER/N PALE BROWN P7NE SAND TO MEDIUM SAND SP DY'I6 G 2r ;'07L.;. WA'JER ENCOUNIEPED 1910'BELOW SURFACE 4 33€ lj o OAF d it N UNK FER O.$ ii oSa 1 45.13' e34tiC i 0-28' F ELEVATIONS ARE REFERENCED TO NAVD88 P+ S79'58'20rw 91 t L a ,q P CPI a I unu I ! SUFFOLK'COUNT Y D•-P,�,kf r fV EN T O HEALTH SERVICES KEY o O ! APPf .rL1AL_03=C0NIb-TR UCT7.D 4%'O TF KS FOR s we050 ASING10 t"" _` RESIDENCE REBAR ,�,,eo+ rn o T� LOT® Date J A N Q 5 7a2� 11.,;.. c- ; No. ��o- 16 -ooh a 0 = � �yFpnc � VACANT ® = WELL I © DON WEwNG The sewago 6sp03d and yr 2tsr i:uppty f~✓cliitios at L'e'ss locators have been F A = STAKE Inspected and/or cz Qed by Mis Oepartmen or other agencies and found to L0j®G be satsfactory FOR A IIOUNb Q SEDROOMS. ® = TEST HOLE DwEL'` r♦ • — PIPE —� - 5 v = MONUMENT �5 ;c:' fib` Vr ''d, 1�r �4.wv tiS'S'Wre;re� A�FK..i 1a:.�a,.dud Jd g° 5 = WETLAND FLAG C-Q, = U71LI TY POLE OF NC-kp - LOT NUMBERS REFERENCED TO 'MAP OF ORIENT—BY—THE—SEA, T. MET ®A SECTION TWO' FILED IN THE OFFICE OF THE CLERK OF THE COUNTYf.._ ON �C OF SUFFOLK ON OCT. 26, 11961 AS MAP NUMBER 3444 RECEIVED , The location of public water, wells and cesspools shown hereon are , from field observations and or from data obtained from others. TOTAL AREA 20,753 SO. Fr. DEC 21 2020 I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND CONS77?UC710N or 0.476 ACRES OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY ; C00- 16 RESIDENCES AND WILL ABIDE BY 7HE COND17IONS SET FORTH THEREIN AND SUFF. CO. HEALTH SERVICES � C� pj 20 FAX (631) 765-1797 p ON 7HE PERMIT TO CONSTRUCT 'rq— 0 a.. 9� rCT. 123. s@ TRAVELER STREET 16-059 N SOUTHOLD, N.Y. 11971 E) ELLE5HEIM RE51DENCE 0 o O o w z PROPOSED NEW HOUSE DO NOT PROCEED WITH o n VACANT LAND z DECORATIVE PRE-FAB CUPOLA FRFJ?',IT�;GrUNTIL SURVEY Q Eli OF FOUNDATION LOCATION o o m HAS BEEN APPROVED. ELECTRICAL APPROVED AS NOTED INSPECTION REQ!liRED DATE:—? f.�ar- B.P:i( a SEAMLESS GUTTERS FEE: I a BY: COMPLY WiTH ALL CODES OP CONTINUOUSLY AROUND; NOTI BUILDING DEPAR ''AT LEADER LOCATIONS A5 PER NEW YORK STATE & TOWN CODES 765-1802 8 AM TO 4 PM FOR THE AS REQUIRED AND CONDITIONS OF IN ALL FOLLOWING-INSPECTIONS: FASCIA t VENTED BEADED 1. FOUNDATION TWO' REQUIRED SOFFIT; OVERHANGS A5 FOR POURED CONCRETE u r r 5HOWN ON PLAN 2. ROUGH -`FRAMING 8 ,PLUMBING 3. INSULATION -.pso`ulrt lvu't+'�'ir`uv1'EE$ I X 4 CORNER BOARDS; ❑ ❑ °VL ❑ ❑ 4. FINAL - CONSTRUCTION MUSTI"X 4" FRIEZE BOARD @ 2nd 824 BE COMPLETE FOR C.O.FLOOR SHED - ALL AZEK c 13 c 13 ��EE 13 c 13 C 3 LIEIE ALL CONSTRUCTION SHALL MEET THE 3 m REQUIREMENTS OF THE CODES OF NEW m > z Ln PROVIDE 4"X 4" CASINGS YORK STATE. NOT RESPONSIBLE FCR OCCUPANCY OR = o WITH DRIP EDGE AROUND DESIGN OR CONSTRUCTION ERRORS. L o o WINDOW5ALL WIND0 O RECEIOV � —� (n O O USE IS UNLAWFUL HISTORIC 51LL(TYPICAL ALL) I"X 4" CORNER BOARDS; I"X G" FRIEZE BOARD @ WiTHOUT CERTIFICATE MAIN ROOF SECTION 11ARDIE BEVELED LAP 51DING 07AINAGr INSP CTIOr'S EtRG REQUiryr© OF OCCUPANCY Contact TOS Engineering at 765-1E"O hnfore 1 COLOR A5 SELECTED Cackfiii,O:R Pravidc Engineer's Certificat on th*'.the dra!nrge has b^^n installed to Ce�+^. Blower er dow • h and ductvror0 `0 Must provide M�nual� U-, o 0 WH9061 41,F! testin required. N N wHso61 WHGOGI HARDIE BEVELED LAP SIDING D,1 and S as per � . COLORAS SELECTED AtYS Enemy CodO O iO 3 +� All exterior lighting W E installed, replaced or z PLUMBER CERT'FICATOiV repaired shall conform RETAINING WALL ON LEAD CONTENT BEFORE AS NEEDED to Chapter 172 CFRTiFICA T E OF OCCUPAT.�Y of the Town Code ht LKV>0�� . .. . — — SOLDER USED IP,' V./OM1 i F=:r- SUPPLY SYS i LII C,Aw 'l:10,T I EXCEED ,"10 CF i LEAD• DO NOT PROCEED WiTH i FRAI,9IP4C SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. FRONT ELEVATION SCALE: 4" = I '-O" C� Z f� U wa -- - Z a REScheck Software Version 4.6.3 W ' C'ompliance' Certificate i z o � U Project l3e(Iesheim Residence 1EE W cl F1x Snergr Cads- 2015 IECC C 14 Loca5": Southold,New York 9Nt(r�s ComtructionType: Single-family r l proJ;eceType: New Construction a Can fTJOnedF1DD7Ara+: 2,574 R2 w Ole-zing Area 11% ElimekeZar:e- 4 (5572 HDD) ® ewc rNa� °emit Dete: Ferre Numter Constictiort S fle: Ownerlsge-t: Designer?Contra=tor. Sovr.d View Road igrConculting.inc. OrientNY MNY Ll Con•aharrce 32.s%Better Than Code r'arimpr UA: 320 Your UA 280 }Ear r-ruri s�G_�0-r10 Yeu�S-GC 0_29 C C I C I rnm%B.�rr e.w:-..-Son C.d.End.. O+ t.+rw exr»e�rarr-er t�.+w.�.is l.ar?e-eadr t.sd.-eR r,X.a. Ik]Oe!MQr p9ALY an arem.b>r..:.'c.>CeR nLk.r.ft r—:m--+--.es d.ncmr Envelope Assemblies i]C W 2e:ement Wall I:Solid Corcreteor Masarry 382 25_0 00 Goss 2Z II In (� N:a11 height:8.3' W 1\ Depth below grade:EX In:uietion depth:13.4' Floor 1:Qr�-W*o?Joi-tfrru;s:OverUnc:orditioned Space 5B6 34.0 0.0 0.029 37 1 71 0Z • 1Ve11 1:Y.'oed Frame.15'o.e. 2,504 :5.0 Do 0.053 116 Mirdow 1:Vinyl*erolas:=n+rna Double Pare with Low•E 162 0.250 AT } SF OC_0.29 1:Glen: 115 0.300 35 N $NGC:0.21i � Z SW Door 2:Solid 4: 0.310 13 (�-- 0 Ceiling 1:Flat Ceiling or Scissor Truss .,04? 0.0 00 0 025 30 Z � Cornprraxe Sh'r-. ent- Ti+e proposed builzing dezi7n de-coed here i_cs cist th ti-.e bjddtirl lenz•specifications,end other Q calculations submitted with the pernnit application"Tire pmpo:ed building as _n denfurred to et the,201!IECC regvjrements in z P.EScleck Verion 4.5.3 and tocomply with the mordatory req.Jrernents :t _ _acne- .rspection Checklist. Matthew Sherman 5 . 18 . 18 Name•Title Signature Date 3068 9080 pro,ect Tide-Eehes"ieirn Residence Report date: 0112=J18 WEST E LEVATI O N Data Herame:C_wsers CAbscl.Re 021Docvrnsrts3RsscFecklbe'leshe:m rek Rage 1 of 4 SCALE: " = I ,-o,, P �`�• tNJ �� '` C� r ; .,y:-�� PAGE: 11� \� 0' l�a j UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.S, EDUCATION LAW c � O w Q d Z, Jill zLu_ J W � UQ >- 1E— C 14 N CD > Z Ln � � S � cno ° L rT9 111E FIE LL C 13 ;01;00 T co co 3068 `W NO O N — pit - ------ Ocu Lri 5 � z � � W8 EGRESS IN BASEMENT I I IL AS PER CODE G44 EAST ELEVATION SCALE: -O" � U HL � wa wa10L IDE IMF x C1 � I � ooln C 14 10 C 14 C 14 04 U w oe �TNty�n S f 1 SO LV i v4 two, C 33 W19061 Zo in lD W QC • } 3 0 z 0 U � z � Q 50UTH ELEVATION z SCALE: 4' = I'-O" PAGE: 0 UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SPEC, 7209 OF THE N.Y.S. EDUCATION LAW WINDOW AND DOOR SCHEDULE TYP. WALLFRAME-RI=FER L TO SECTION DETAILS CLEAR GLA55 EFFECTIVE PRESSURE DE51GN NEW WINDOW: 3 q) � 5YMBOL MODEL NO. WINDOW TYPE DP RATING QUANTITY SPECIAL NOTES (L -w N o OPENING AREA WIND AREA ZONE PRESSURE REFER TO PLANS FOR o TYPE AND SIZE Z W1 CX 1 35 CASEMENT 6.4 G.8 10 5 30.4 -40.7 50/50 10 IX3 MIN. PRF-PRIMED Q Z W2 CX 14 CASEMENT 7.7 8.1 10 5 30.4 -40.7 50/ 50 G TRIM AROUND EXTERIOR W3 CN 1 35 CASEMENT 2.7 4.0 10 5 30.4 -40.7 50/ 50 2 OF WINDOW TYP, W4 CW 1 3 CASEMENT 4.9 5.2 10 5 30.4 -40.7 50/ 50 2 14" TYPICAL z W5 QVL 1824 OVAL - 1 .9 10 4 30.4 -33.0 70 1Lu 2 1/2" NO, 6 WD SCREWS U Q WG CW335 CASEMENT 5.7 18.0 20 4 29 -3 I .G 1 50/ 50 1 TYP, AT I G"O.C. MAX. 3" p N p co W7 C12 CASEMENT 2.5 2.6 10 4 30.4 -33.0 50/50 I FROM END TYP, W8 G44 GLIDING G.O. 10.0 10 4 30.4 -33.0 30/30 1 EGRESS IN BASEMENT 1/2"PRECUT STRUCTURAL PLYWOOD WINDOW PANEL DI FWHGOG I I FRENCH WD. HINGED 34.86 22.91 50 4 27.2 -29.8 40140 2 TYP. FOR ALL WINDOWS D2 FWH9OG I I FRENCH WD. HINGED 16.72 34.36 50 5 27.2 -34.3 40/40 2 AND GLASS DOORS. D3 30G8 HINGED ENTRY I I I 1 2 TO BE DETERMINED ALL WINDOWS TO BE ANDERSEN, 400 SERIES, UNLESS OTHERWISE SPECIFIED WINDOWS TO BE WHITE EXTERIOR, WHITE INTERIOR, CLASSIC SERIES LOCKS t HARDWARE IN WHITE FINISH AND FULL EXTERIOR SCREENS SIMULATED DIVIDED LIGHT REMOVABLE INTERIOR GRILLES, APPLIED EXTERIOR, 7/8"WIDTH, AS SHOWN ON ELEVATIONS CALCULATIONS FOR WINDOWS BASED UPON EXP05U RE B COEFFICIENT 1 .0 WITH 130 mph BASIC WIND SPEED. AS PER 7 TABLE R 301 .2 (2) NEW YORK STATE BUILDING CODE. s L 42'-O" WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELSGLAZING PROTECTION DETAIL °' � '� N 28'-6" WITH MAXIMUM OF 8'-0"SPAN. FASTENERS FOR SPANS UP TO G'-O"SHALL BE 2 1/2 - # 8 WOOD SCREWS AT I G"O/C, FASTENERS N > secnoN FOSPANS UP TO 8'-0"SHALL BE 2 1/2"-#8 AT 12"O/C. TABLE 301 .2. 1 .2 NOT TO SCALE 7 z R z - �' LnO B ALL UNITS MUST MEET OR EXCEED THE MINIMUM DE51GN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED O O I .5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. REFER TO SECTION R 1609.1 .4 FOR ALTERNATIVE OPENING PROTECTION. 4"x 4" POSTS w/ DOWN CAP* BASE RAILS, DECK 2"x 2" BALUSTERS j "xG DECKING ALONG BOTH SIDES SECTION 2- 74" LVL HEADERS @ PERGOLA; A TREAT FOR EXTERIOR ELEMENTS co cc) t WRAP FINISH w/ Ix AZEK LL•I 00 2"X 8" PERGOLA I b SECTION SECTION SECTION SECTION L6 CROSS BEAMS C A B C cv 7 16•_3'• 1/// O d" Ln STRUCTURAL BRACKET I I I I I I I ( I 3 ATTACHED TO WALL# _ 42'-0" > HEADER. BRACKETS TO 8 - 35'_0° 7'_p" Lu p[ HAVE 8001b. WEIGHT 3'- " T-I I 2'-I I I/2° 2'-I I I/2" z 17-6 12'-0" 12-5 1/2" 5 0 u-CAPACITY L EGRESS TEM EKED W W 4" W W 7'-6"PLAT HEIGHT ENCH SEA W4 o e W4 3- 92° LVL HEADER VE ALIGN CENTERS OF w/ T7 N P T ED PITCHED CH , N I DOORS, FRONT TO o O / = m BACK o WALL LEGEND: p LINE OF 8'-O"CEILING CHANGE71 UNFINISHED ATTIC wl NEW CONSTRUCTION wl 36" KNEE WALL w/ 14'-6" 16'-I o" O FI/O a MARBLE CAP EACH I - 2"X G"STUD FRAME EXTERIOR WALLS, SIDE OF VANITY EGRESS BATH ALIGN CENTERS OF BELOW KITCHEN z w 2" CLOSED CE'.LL SPRAY FOAM R-13 F N <? DOO WINDOWS, Q • ® POCKET 5'8" 468 O SINK ISLAND = INSUTATION WITHIN CAVITY, e" PLYWOOD ° ll„ DOOR - LAUNDRY-77777=77B U Qo Qo SHEATHING ON ENTERIOR, HOUSE WRAP BEDROOM b / 2668 ad ustable shelvesT- 3-4 KITCHEN NOTES: J T SIDING;2" GYPSUM BOARD ON INTERIOR SIDE OPEN LINEN 39 WT.T s'-2" 3'-0" - UPPER ABINETS I- O SHELVES U OPENING, PITCH �' 11'-6" ,t Q •- ITCHEN LAYOUT FOR ROUGH FLAT ARA�A 4"X 4" P05TS w/ m NOS �I� m V 6.6%VENT HIS w/RAFTERS v - O O - 2"X 4" INTERIOR STUD PARTITION, N -� DOWN G'9" CHT _ a � PROVIDE NYL PAN - DESIGN INTENT ONLY. CABINET ( � p � � - - O - CAP 4BASE PAILS, c.0. - � - - - - - - - - - 1 = U = HERS _-4 , w/CURB; ARD PIPED CpON RAC NORNOIELD VERIFY ALL t I [� SIDE USE M015TURE/MOLD RESISTANT - § z ower hang rod o seCTION . 2"x 2" BALUSTERS N o Y s S.D. L - I z SECTION 2468 ALONG THIS SIDE 3o68ERIOR D C.O. 5'-0"WALL PLA E p (� APPLANCES SELECTED, BOARD IN KITCHEN, BATHS LAUNDRY Ua I HANG ROD HALL • OUNTEKTOPS TO BE SELECTED AREAS * USE CEMENT BOARD ON ALL 7`6" wl SHELF ABOVE; < z , DOW MUDROOM o , AREAS TO RECEIVE TILE N TYPICAL ALL CLOSETS 4'-6" T-0" U 5i DE K C9 - o m 4068 POCKET 2668 4 W C.O. MAINTAIN 9'-O" CEILING HEIGHT THROUGHOUT FIRST `/ �; b CLOSET DOOR FLOOR AREA; DROPPED HEADERS WHERE SHOWN DOWN i 3'-e" - W HEADER ~ I HEADER N 3' 10 11�1 5'-G" 15.0" 12" FTER PLATE HEIGHT END POST ~� END P05T 2668 ABO FLOO BOTH SIDES o 1D 3- 18" LVL HEAD R w/ 2-k STEEL �'0" PROVIDE 3- 2 X 1 O HEADERS ABOVE ALL - E R' ~ Z _ FLITCH PLAAS , P$[I WINDOWS DOORS UNLESS DTHERWISE NOTED; Z 2b68 C.O. Z a ' e 9.D. FROM CEILING, RUNNING FULL LENGTH 1'-11 u2" 7'-0" HEADER HEIGHT FOR ALL FIRST FLOOR Q HALL EDGE OF WALLS BELOW o ~ CLOSET N 2x6 STU S �6 STUDS 3'-9' CD c.o. Y W b - WINDOWS b r s.D. m m V-6° m z '^ Q 3 4068 U5E 51MP5 5'-5" w F� SECTION CONNECTOR JOISTS SECTION MAINTAIN 8'-0" CEILING HEIGHT THROUGH MAJORITY secrloN 2668 2068 � SECTION O D t FLUSH HE GREAT RO M WI D OF SECOND FLOOR AREA; PITCHED CEILING w/ ROOF p d . D U OPEN EDGE OF LINE WHERE SHOWN 4'-4 1/2 5'-3" 2'-8" MASTER BEDROOM O 2 �+ I - r, oy P CLOSET N LINEN - W o� ABOVE� OPENING c� U Lj PROVIDE 3- 2x8" HEADERS ABOVE ALL WINDOWS e w 26o50.Fr. x 4068 :0.9%LIGHT BATHROOM NOTES: (/) h 5" p UNLESS OTHERWISE NOTED;0-8" HEADER HEIGHT C.O. 10.3%VENT FOR ALL 2nd FI. WINDOWS es.D. F • VANITY WITH MARBLE TOP FROVIDE BRIDGINGHEARTH U • TITLE FLOOR ON MUD OVER SUBFLOOR. THROUGHOUT ENTIRE v - LANDING ~ dU I LANDING • EXHAUST VENT TO OUT5IDE FLOOR 0„O. .; SQUARE FOOTAGE AREAS: rl� CN (3 . LINE OF '-O"HEIGHT w u I = u G PLYWOOD SHEATHING FLUE �� FIRST FLOOR LIVING SPACE: ! 150 PITCHED O - PITCHED MASTER BATH: ABOVE, GLUED * SCREWED. - SECOND FLOOR LIVING SPACE: 1042 0 BEDROOM • CUSTOM SHOWER WITH VINYL PAN. DOUBLE JOISTS UNDER BASEMENT LIVING SPACE: 382 5' P Te HEIGHT OPEN BANISTE zALL WALL SURFACES TO RECEIVE CEMENT ' ALL PARTITIONS RUNNING ENTRY PORCH: 350 1505Q.FT. N BOARD PRIOR TO TILE/MARBLE INSTALL. 13.G%LIGHT PARALLEL(TYP. ALL AREAS) WOODBURNING FIREPLACE; REAR DECK: 285 12.8%VENT a • FR.AMELE55, TEMPERED GLASS wl PROVIDE RAISED EARTH, G SS TOTAL HOUSE FOOTPRINT: 1 787 5Q.FT. SHOWER DOOR t ENCLOSURE. DOOR ENCLOSU STONE CONCRETE BLOCK CHIMNEY II wl SURROUND MASONRY VENEER FACAD W LINE OF RAFTER ENTRY (SURROUND TO B DETERMIN D) TO EXTERIOR INTERSECTION w (I I LINE OF 8'-O"CEILING CHANGE - N m O - 1A_6, id_9 n PITCHED I PITCHED W I W 14" W I T-6"PLATE HEIG T W5 W I 4" W I W I i" I E RESS EG SLLJ ACTiV /PASSIVE 3- 92 LVL HEADER ABOVE PASSIVE ACTIVE 2'-9" 2'-1 1 1/2" 2'-i I I/2" 4'-7 1/2" 4'-7 I/2" 2'-I 1 I!2" 2'-I I I/2" 2'-9" z O 2'-0" 5'-G' 4 2 112" 2G'-7" ( 41-2 11211 V) CD 351-0" LL.! U ENTRY PORCH CAP 4 BAOSETRAILS, � 1 2 � 124 O �O U 9' -0" CEILING HEIGHT 2"x 2" BALUSTERS v V 2 4 0- - W Y X 5-i X 4" FLOOR BOARDS AROUND ALL AREAS BEADBOARD CEILING o- u_ O OUTLINE OF PORCH$ O = FIRST FLOOR AREA ROOFLINES (� z 10"SQUARE PERMACAST COLUMN WITH RAISED PANEL U cl 3- 1 2"X 9 1'' LVL HEADER; DETAIL AND CAP BASE; z o WRAP w/ I x AZEK TYPICAL ALL SHOWN 4 1/2" 4 112"" Q N 4 7 112" 35'-0" SECTION SECTION A B SECTION SECTION SECOND FLOOR PLAN A B SCALE: 4" = I '-0" FIRST FLOOR PLAN ,,APA/N�� ...� SCALE: 4" = I I-O" A� s,� ;? \ PAGE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW O ) O z z C� z_ oLr) om 42-0" (SECTION B 7-0" I'- 81-10" 8'-10" --8'-10" 0" I x 12 RIM BOARD 2- 2"X 12"ACQ GIRDER 7 o G"X G" POST ON 12" VU' 50NOTUDE W/ POURED QO CONCRETE FDOTING p 20"X 20"X P-0"d. q c� X (TYPICAL ALL FOOTINGS) ;� a PROV. EPDXIED#4 STEEL REBAR HORIZONTAL. @ 12" O.C. N N S CTION INTO FOUNDATION WALL SECTION 2"X 10"ACQ LEDGER B ' OLTED _ 4�) FOOTING ABUTTING. TYPICAL 3 A TO HOUSE FRAME WITH 5" U I PROVIDE 51MP50N PHD5 "LEDGERLOK"SCREWS @ I G" D.C.; FOR ALL RETAINING WALL z Ln HOLDDOWN (TYP. 2) HANG D.J. FROM LEDGER WITH LOCATIONS FIREPLACE FOOTING 0 ANCHORS AT ALL CORNERS 5IMP50N LU28 CONNECTOR p O THROUGHOUT b a•.. / DIAMETER ANCHOR BOLTS 16' — 24'-°" •° — --J a WAST LINE TO RUN ALONG BACK 23'-0"DIMENSION NOTE: w/7 MIN. DEPTH @ 48 O.C. b -0" ON PE ET R- I BETWEEN FOOTINGS w/MIN. 3"x "x8"WA HER PLATE 4x "T IC OA B RD ACC RDINGLY WITHIN FINISHED GARAGE PROVIDE WIRING FOR OVERHEAD GARAGE DOOR AS PER FOUNDATION WALL LEGEND: I U 10 A L5 B I LIVINI SPACE 9'-0" HEIGHT TO U DEP51DE OF JOISTS N I I MANUFACTURER SPECIFICATION5 t 5„ I NS LL Ut�ER B U I �„ PITCH FLOOR IN ACCORDANCE WITH THE 8" POURED CONCRETE �' FOOTI c RESIDENTIAL ELECTRJCAL CODE SCAPEWEL WINDOW AN RS 4 0 SERIES FOUNDATION WALL G4�4 DI INDOW, _ 1 OF NEW YORK STATE co co WITH P-4"X 8" FOOTING; WELL SYSTEM by BI CO -� PROVIDE 2" CLOSED CELL - - TIERS ASN NEEDED F R IL O A AXIMUM 44 9'-O"w. X 8'-0"h. DOOR W/ W O O 9'-0" WALL HEIGHT W OV LO nl� SPRAY FOAM INSULATION m N N GRADE " n Y 3- 9 1" WL HEADER ABOVE 8 Q EADER ABOVE - - I WITHIN GARAGE CEILING, 4 POURED CONCRETE SLA 2 _ - C520 STRAPPING N - FAMILY ROOM FOLLOWED BY R-22 BATT in ON COMPACTED FILL WITH in O � � 10" POURED CONCRETE — I INSULATION. FINISH W.W.M. G X G/ 10 X 10 - ,� 8 4" HEIGHT TO UNDERSIDE OF J015TS RETAINING WALL w/ 12"x 3G" I I �„ GAUGE WIRE (TYP. ALL ARES secTloN FOOTING 3'-0" BELOW GRADE; R-19 INSULATION WITHIN CEILING w/ I LAYERS FIRE 3 U 2- 2x8 AC GIRDE 3'-6" WITHIN GARAGE) D E HEIGHT t LENGTH AS DETERMINED CEILING +L 2" DRYWALL ( I RATED DRYWALL co W IN FIELD BASED ON GRADE 2x8 ACG LE GER � � i I z ' d S.D. 3'-O" POURED CONCRETE `p 0 2x6 ACQ D. . T ESE COLUMNS TO LOWER FOUNDATION WALL �- �'- G"X G" POS ON I �' m APRON @ GARAGE DOOR I G" O.C. „ BARON CONCRETE HEIGHT AT DOOR OPEN NG FINISHED CONSTRUCTION: SONOTUBE W/ POU I 46 I3- 14 X 14 LVL DROPPED GIRDER WALL* FOOTING SIMPSON HTT22 METAL CONCRETE OOTIN 20"X 20"X P-O"d. J3 I "X 14" LVL DROPPED GIRDER17 a ,) HOLD DOWN ANCHORS 2"X 4"ACQ STUD FRAME ALONG PERIMETER Po FR 4 � AT GARAGE DOOR OPENING OF FOUNDATION WALLS @ I G" OC. PROVIDE 4`�71 ov 3 z' DIAMETER STRUCTU _ . PROVIDE BI3AM POCKET I _ _ STEEL COLUMN BURIED I NG51 Y UCTS TO RUN �jR-15 INSULATION z DRYWALLTO FINISHEDFOUNDATIC1 WALL; SIZE 38"X 24"X ! 2" POURS E DROPPED �� O 3 68 7'-°" NOTE: SIDE; SEAL CONCRETE WALLS w/MOISTURE AS REQUI D TAR ALL sT G U CONCRETE FOOTING TO IRDERS OVER GARAGE DOOR TO HAVE BLOCK PRIOR TO FRAMING IB 3 2' DIAMETER STRUCTURAL _ _m i� SIDES (TYP. BOTH ENDS D N c9ll LOCATED UNDER 2 COLt1M — TEL COLUMNMRIFMN - — SECTION PERGOLA DETAIL; SEE ELEVATION I " n " F AT ALL LOCATIONS) secTloN STA c1 z 24 X 24 X 1 2 POURED dU T D t MATCH STRUCTURE AS SHOWN r -� 2"X 4" STUD FRAME PARTITIONS nig D O - FOR REAR DECK PERGOLA @ 15t FLR w/2" DRYWALL ON EACH 51 DE CONCRETE FOOTING _ -� 9 1/2° J iL 1 T-O" CIO) GARAGE COMMON WALL- 2"X 4"STUD FRAME aIz PARTITION w/ R-1 5 INSULATION WITHIN; 2 I THICK DAMP PROOF PERIMETER w Z O D. I - PROVIDE VENT LUE FOAM BOARD INSULATION PANEL ON GARAGE o _ L - I FOR FIREPLACE OF FOUNDATION WALL m � L - - - - - - - - - - - - - _ SIDE t FINISHED I LAYER e" FIRE RATED DRYWALL (TYPICAL AL AREAS) - `"`'` " '`' 7 FIREPLACE-, ON EACH 51DE OF WALL FRAMING ~ —3068-PROVIDE 45 MINUTE UP r;l 2868- PRO IDE MI TE FIRE RATED DOOR WITH FOOTING PROVIDE 2- 2"X 8" HEADERS ABOVE ALL DOOR �I I I = FIRE T DO R W H SELF CLOSING HINGES t U OPENINGS UNLESS OTHERWISE NOTED }:; DIN / DSELF 0oo SIP HlES I ULA 10 m DOOR SWEEP CLEAN-OUT N/DOR 5 B C.O. w 'J 2468 a=e..••. z 2468 # UTILITY ROOM �--i Z M BASEMENT NOTES:. I J xH t STORAGE DU O UNFINISHED, UNHEATED C S ED O SID Z • USE ACQ FRAMING IN ALL AREAS AGAINST v C IN uNr TOP oR FIXT ouT e" FIRE RATED DRYWALL ON CEILIN !0" POURED CONCRETE w "� 3 CONCRETE I T AR k UTL PA KY DE N • DOUBLE JOISTS UN DER ALL PARTITIONS10-61vc EQUIP• �, RETAINING WALL, AS NEEDED z 0'_6' . y.. O o In LEL I s' RUNNING PARAL341 BA ME — DOr�; 3417 BASEMENT • PROVIDE BRIDGING THROUGHOUT ENTIRE FLOOR SYSTEM, 8'-0" o.c. • �"TSG PLYWOOD SHEATHING ABOVE TO 2"X 10"ACQ LEDGER BOLTED BE GLUED and SCREWED TO HOUSE FRAME Vv/ITH 5" _J • 4" POURED CONCRETE SLAB ON COMPACT "LEDGERLOK'SCREW'S @ I G"O.C.; FILL. EXTRUDED POLY FOAM BOARD INSULATION, HANG D.J. FROM LEDGER WITH WALL 2"THICK, ALONG PERIMETER OF FINISHED AREA 51MP50N LU28 CONNECTOR s UNDER SLAB • R-19 INSULATION WITHIN CEILING OF FINISHED < UI°' 'I LNGIM b ® 4 BASEMENT AREA; CLOSED CELL SPRAY FOAM BATT G"X G" P05T ON 12" b OVER GARAGE AREA AS SHOWN - SONOTUBE W/ POURED - N CONCRETE FOOTING #5 REBAR @ 12" O.C. 20"X 20"X P-O"d. HIGHER GRADE 2" PVC PIPE WEEP (TYPICAL ALL FOOTINGS) HOLE @ 8'O.C. — 2- 2"X 12"ACQ GIRDER = _ _ _ _ (VER ICALLI� 12" O.C. 1 x 12 RIM BOARD #5 REBAR @ 12" O.C. 0-5" 12'-12 10'-5" 0" Q SECTION o • LOWER GRADE Lu lLl A 3'_°' SIDE rzr� V W PROVIDE 4" POURED C NCR E l PAD UN DER 5TAI R 5TRI GE - Lu r VERIFY LOCATION IN FI SECTION to B u ry • FOUNDATION LAYOUTLu } 3 SCALE: I '-0" D z U � z � Q z / r N` w> PAGE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW N O Z GENERAL NOTES: N � goo • The information on this set of construction documents 15 to relate basic design ELECTRICAL NOTES: z ro �s intent and framing details. They are Intended as a construction aid, not a5 a substitute for generally accepted good building practice and are in compliance with • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to Include e Z current New York State building codes. The general contractor is responsible for nstallatio providing standard construction details and procedures to ensure a professionally n of fixtures specifications as indicated on plans. Light fixtures to be supplied by finished, structurally sound and weatherproof completed product, owner and Installed by contractor. GFI outlets required at bathrooms and exterior areas. Install all outlets as per code. All work 15 to be done in strict accordance with the New York State Code • General contractor to coordinate all subcontractors, scheduling of work and by a hGen5ed electrician. All new switches t outlets to be Leviton,Toggle, supplied t Installed C� Interaction between trades, by contractor. Contractor to do all hook-ups as required for bathroom fans, cooking exhausts and Z provide wiring as required for gas fireplace and cooking apphances. Q • The contractor Is responsible for ensuring that all work and construction meets or exceeds current federal, state and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building plan. FRAMING NOTES: O • if in the course of construction, a condition exists which disagrees with that as • All lumber is to be Douglas Fir#2 or better at I G"on center indicated on these drawings, the contractor shall stop work and notify the designer t the engineer immediately. Should he fail to follow this procedure and continue work, • All wood framing in contact with concrete or masonry 15 to be pressure treated. 'ACQ'designation he-shall assume all responsibility and liability arising therefrom, refers to current arsenic-free treated wood standards and shall take the place of'CCA' • Dimensions take precedent over scale- DO NOT SCALE DRAWINGS. • All TJI's are to be Installed In accordance with the manufacturer's specifications and shall include • The designer has not been engaged for construction supervision and assumes no squash blocking web stiffeners at bearing points on girders and other load bearing areas SECTION SECTION SECTION responsibility for construction coordinating with these plans, nor responsibility for A B C construction meas, methods, techniques,sequences or proceedures or for 5aftey • Structural Steel A5TM A3G - FY= 3G KSI n precautions and programs in connection wrh the work Indicated. There are no warranties for a specific use expressed or Implied in the use of these plans. • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, straps, • Contractor to provide hardwired smoke detectors, with battery back up, and with etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be eciflcatlon5. 1 2 no intervening swif'.ches, on all floors and in each bedroom. Verify in accordance with the manufacturer's s fy with local code p ROOF NOTES: 1 requirements a5 per Section R3 17 New York State Residential Construciton Code. Q—- — -—. — .— . —•— • — •— • — •H— •—• — • —•— •—• — •—• — • — Q Install carbon monoxide detectors as per code. • All floor sheathing is to be 4"AC type plywood,tongue it groove and shall be glued and screwed to • GAF architectural asphalt roof I E O the floor Joists(G"o,c, edges✓k 12"o.c. field) Shingle over entire roof area. 7'-G"RAFTER PLATE HEIGHT ALONG WALL 12 s FOUNDATION NOTES: 15# felt over 8" CDX Plywood _ _ _ _ _ _ _ _ - >Z. N • Solid blocking 15 to be installed every 8'-O"max, or mid span of all floor Joists with spans exceeding LINE RAFTER/TIE INTERSECTION 1 I a2O ' • General contractor to review plans,elevations and details to determine 8'-O". Blocking is to be installed at all point load bearing points. sheathing With Ice weather Shield G„ �: _G„ > N Cn Intended heights of finished floor above typical grade. at all perimeters and valleys, I 5�2 G„ m .� z • Install double Joists under all partitions running parallel • Main roof to have 1 '-0" flyers and a' N U _ p • Footings sliali bear on undisturbed 5011 within bearing capacity of !.5 tons/sq.ft. 51de overhangs with I X8 fascia and I O o • All exterior wall headers to be a5 indicated on floor plans t sections and all Interior � 02 02 "� (1) O _ vented, vinyl beaded soffits. Shed a2 o2 o% • Concrete shall be FC = 3,500 PSI @ 28 days headers are to be 3-2"x 10" unless otherwise noted. All headers exceeding 5-0"shall have a double rafters to be- G" overhangs t flyers. I 0 U p I Jack stud with a single king stud t on exterior walls provide double 5111 plate(typical). to w U W • Concrete on 4"Sand or gravel fill miinlmum, with GxG - 10/10 welded wire mesh O O O III 2x4 C.T. reinforcement. Interior slabs to be laced on G mil. stabilizedpolyethylene va or RUNOFF NOTE: 0 10 U —0 �L PUDGE p p • Provide Insulation baffles at cave vents between rafters and Soffit vents a5 indicated I O_ _ p _ O _ @ 16"O.C. barrier. Welded wire mesh Is to be placed In the top third of the slab and Is to be onlans adequately 5upported by precast concrete bar supports to assure that the reinforcement p Gutters continuously around; (� 3U N J N 15 held in ositlon during concrete placement and fim5hin Leader locations as per p g p g' • Exterior flashing is to be adequately installed at all connections between roofs, walls, p ~ I SECTION U chimneys, protections and penetrations aInstaller - all leaders drain to Ds required by approved constrction practices. • Isolatlontoints are to be installed between the slab and the wa115. Use preformed 4" O PVC pipe to new drywell5. I O U — Joint filler that i5 to be cut 1/2"below the slab surface and the resulting Joint Is to be filled FLOOR PLAN NOTES: 12 U = e0 co 12 with an elastomerii: Dint sealant. 51 O O o J RUNOFF CALCULATIONS: I — I 02 U I 1 W o o • hall take precedent over scale drawings, DO NOT SCALE DRAWINGS N dU (j} • General contractor to install cop-r-tex(or copper) sheet metal termite shields Dlmenslon5 sI G48 X . 167 X 7.5 = 2064 gallons of runoff �p —N @) � between all wood surfaces that are exposed to concrete or masonry surfaces. i i ii I I G" 0 z • All interior walls to be covered with "gypsum board with metal corner reinforcing. All @ (I ) 1 '-0" 8 x -0 0 capacity = 300 gallons drywall roduct5, including sum board, screw,joint compound,to es*trim Shall be U.5. 2064/ 300 = G.8 • Dam roof exterior of foundation wall with a bituminous coating; Foundation 1'>' p g gyp t p p +� excavation Dampproof approval of building department ins ections. Gypsum Co, or approved equal. All Joints shall receive 3 coats of joint treatment. Sand final @ �I) 4'-0'i X 8'-Oil 0 = 1 200 allon capacity ii � E p f p g p p g p Y 1 4 LVL RIDGE 4 1 2 RAFTER PLATE HEIGHT coat to a uniform smooth surface. All walls, telling and Interior of closets to be taped andRunoff Containment Requires: - ABOVE FLOOR„ BOTH SIDES W +Y IL PLUMBING � HVAC NOTES: 5packled, 3 coats, ready for paint. (2) 4'-011deep x 8'-0" O ring OR equal o p t g (provides 2400 total capacity) SECTION >° �- • Interior girt to be Benjamin Moore, walls"dove white"and cedln s white, unless SECTION • All plumbing work shall be done by a duly hcensed plumber and must conform and adhere D ` D to all New York State building codes t safety requirements. otherwise decided by homeowner. All interior trim * mouldings to be high gloss dove white, U If wall plates or Joists are cut during the mstallatlon of plumbing fixtures or equipment • Insulation ratings and Installation locations as indicated on floor plans t Sections. I I 12 O U 0Z • — _ O contractor must provide 51 appropriate bracing to tie framing back together. N 1:2 I N U • interior doors to be Solid core wood; style to be determined. Interior trim to be 0_J _ • Plumber to supply and Install tankless, on demand hot water heater. 1x4 casings with backbands and 5-'4" neck base trim with Shoe. 0Z N PROVIDE FLASHING CRICKET D �j o U AT CHIMNEY INTERSECTION • Plumbing futures to be supplied byowner, installed by plumber. • All bath $kitchen area walls and ceilings adJacent to wet areas to have water resistant a2 O O O LINE bF 7'-0" EIGHT drywall, and provide cement board for all areas set to receive tile. N U O U O U PITC ED • Mechanical subcontractor Is responsible for adhering to all applicable codes and N I N dU N @, IT safety requirements. • Ntchen to have countertops as selected with ceramic tile, subway back5pla5h; all baths 5'-31--"PLATE FIGHT to have ceramic tele floors and surrounds as selected by homeowner. 12 • HVAC subcontractor to fully coordinate system data t requirements with the 1 51 12 equipment 5uppher and to provide final system layout drawing and submit it to general contractor, owner and equipment supplier for final review✓f approval. • Mechanical system to be 3 zone with damper controls on second floor. Include ILI W optional hydrating air system within, G" I LINE OF PORCH U — LINE RAFTER/TIE INTERSECTION RAFTER INTERSECTION W a 6" • HVAC subcontractor to vent all dryer l cooking exhausts. 7-0 RAFTER PLATE HEIGHT ALONG WALL y r� H Zm . — .— . .— . — .—. — .— . —-—. — . —.—. —. Z W 'D o c�a 12 z � 14 O � 4"o ROOF VENT �I U ROOF iwl C� OUTLINE OF PORCH 4 4 FIRST FLOOR AREA ROOFLINES ® 4Ni,(7 � � o 4 " 4 112" a ATTIC _—�--`� ROOF GUTTER I BATH 3 ---�,�—i` I 811 4 SECTION SECTION 1 112 �i 114 t 114 �1 112 41 1/4 TI 114 11 1/2 A B o o SHOWER9 t ROOF PLAN LEADER SECOND FLOOR SCALE: 4" = I'-0" 114 1 1/4 3 03 1 114 1 114 HOUSE OL C.OI zo 4 4 EXTENSION ,UIn V J LLJ t` LAUNDRY KITCHEN BATH 2 __---.------ U NEXCAVATED SOIL GRADE Lu y "1114 11/4 11/4 1112 I 4 \ \ Z W.M, D.W. SIN LAV I \// / FIRST FLOOR Q C.0.1l.- _ 2 11/4 3 I 10'-0" MIN _ z 4 I 4 _ TO SUFFOLK COUNTY PRECAST DEPT.OF HEALTH BATH I SERVICES APPROVED DRYWELL L-- 4"C.I. SEPTIC SYSTEM — �— —�I 4 TRAP HOUSE LEADER ELEVATION / SECTION I I I Not to Scale 1 114 T1 1/2 LAV I1 a SLOPE" 1/4"PER FOOT PITCH TO DRAIN BASEMENT PLJME31NG R15ER DIAGRAM �,;�<;�c _1�� J- .'�, PAGE: _ NOT TO SCALE ��;�_ / J✓ I /,�� 1 ,L;l 0835° r•C j UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATIOIN OF SEC-�,7209 F�HE N. . EDUCATION LAW N NAILING SCHEDULE GENERAL WIND PROTECTION CONNECTION NOTES z Adapted from Standard for Hurricane Resistant Residential Construction; 55TD 2015 WOOD FPAAE CONSTRUCTION MANUAL 10-99 and 2015 513C High Wind Edition Wood Frame Construction ON p Fasteners and Connectors for Wood Frame Construction JOINT DE5CRIPTION NAIL QUALITY NAIL SPACING o Z ROOF FRAMING 1 . A continuous load path between footings, foundations walls, floors, studs d and - z RAFTER TO TCP PLATE TOE NAILED 8'-0"WALL:3-8d PER RAFTEK roof framing shall be provided. I C•-O'WALL:3-8d PER RAFTER CEILING J015T TO TOP PLATE TOE NAILED 8'-C'WALL:3-8d FERJ015T 2. Approved connectors, anchors and other fastening devices not Included 1n 10'-0't+,rALL:4-8d PERJ015Tthe Standard Building Code, Section 2306 of IBC shall be used In accordance z CEILING J015T TO PARALLEL RAFTER FACE NAILED 5EE TABLE 3,7 EACH LAP with manufacturer's recommendations. CEILING J015T LAPS OVER PARTiTIO^N5 FACE NAILED 5EE TABLE 3.7 EACH LAP W COLLAR TIE TO RAFTER FACE NAILED 5EE TABLE 3.4 PERTIE 3, Metal plates, connectors, screws, bolts, and nails exposed directly to the p N C) m BLOCKING TO RAFTER TOE NAILED 2-8d EACH END weather or subject to salt corrosion In costal areas, shall be stainless steel or RIPA BOARD TO RAFTER EHD NAILED 2-IGd EACH END hot dipped galvanized. WALL FRAMING TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd ' PER FOOT 4. Where windows and doors Interrupt wood structural panel sheathing and TOP PLATE5 AT I1TER5ECTION5 FACE NAILED A-IGd JCINT5-EACH SIDE siding, framing anchors or connectors shall be provided at the top and bottom 5TUD TO 5TUD FACE NAILED 2-IGd 2O/C of cripple studs, header studs, and at least one stud at each side of opening. HEADER TO HEADER FACE NAILED I Gd I G*O/C ALONG EDGE5 TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 5TUD 5. Ridge straps shall be attached to each pair of opposing rafters except where 3-IGd PER2xG 5TUD collar ties of IxG or 2x4 lumber is located In upper third of attic space and BOTTOM PLATE TO FLOOR J015T, -I Gd FER 2x8 5TUD attach to each pair of rafters. BANDJOI5T,END J015T,OR BLOCNNG FACE NAILED 2-1 Gd '- PER FOOT G. Uplift connectors shall be provided at each rafter bearing. FLOOR FRAMING 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' J015T TO BILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER JO15T of exterior corners. BRIDGING TO J015T TOE NAILED 2-8d EACH END BLOCKING TO J015T TOE NAILED 2-8d EACH END 8. Sill Plate to Foundation Anchorage: 5111 plate shall be anchored to the BLOCKING TO 5'LL OK TOP PLATE TOE NAILED 3-1GLI EACH BLOCK foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x s OL L LEDGER STRIP TO BEAM FACE NAILED 3-I6d EACH J015T 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 61 3 yo N J05T ON LEDGER TO BEAM TOE NAILED 3-8d PER J015T N i BAND J015TTOJCiST END NAILED 3-I6d PER J015T Inches of each end of each plate. Anchor bolts shall have a minimum embedment of 7 Inches in concrete/ masonry foundations. Anchor bolts shall be located N z Ln BAND J015T TO SILL OR TOP PLATE: TOE HAILED 2-I6d PER FOOT within 12 inches of corners and at spacing not exceeding 4 feet on center. 7 +; � O ROOF SHEATHING L 0 Z'FERIMETER EDGE ZONE- I G'O/C-G"A.T PANEL EDGE5 O 5TRUCTURA.L PANEL5 8d AND AT MTER'AEDIATE 5UPPORT5 IN THE PANEL FIELD INTEROP.ZONE- I C"O/C -G"AT PANEL EDGE5 AND 12-AT 8d IINTERJAEDIATE 5UPPORT5 IN THE PANEL FIELD FOR ROOF 5HEATHING WITHIN A'-O'OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-C'CN EACH 51DE CF THE ROOF PEAK,TI-E 4'-C"PERMETER EDGE ZONE ATTACHMENT REOUIREI'AENT5 SHALL BE 1,15ED, CEILING 51HEATHING GYP5UPA UJALLBOARD 5d COOLERS 7"EDGE/ I O'FIELD WALL SHEATHING ARCHITECTURAL ASPHALT 14"X 14" LVL RIDGE; SIMPSON C520 � � ROOFING WITH 15# FELT STRUCTURAL PA.1;EL5 1/2" 1 I ga.51. .7/1 G' Had 3"EDGE/G'FIELD APPKOX. R DGE CON NECTOR(TYP. ALL) — — (.12x 1.51.x.7r I G"head} — — -- OVER f' CDX PLYWOOD lL.i O O 25/32" I I ga.Galv.Roo°ing Hall 3"EDGE/.'FIELD WITH ICE *WEATHER SHIELD N N (.12 x 1,751.x.3/8'head) N — FIBEP.90ARD PANELca PERIMETERS VALLEYS S 7/t 6° lid EDGE 6'FIELD 12 25/32' 801 3"EDGE/G'FIELD GYP5UMIMALL50ARD 5JCOOLER5 7'EDGE/ IO'FIELD 2- "C.B. THRU 5f @ \00G I2 Z'EDGE ZONE- I G"O'C-G'AT PANEL EDGE5 AND 12'AT L C.T. R.R. (TYPICAL �• O �'� PROVIDE THIN PROFILE W b HARDBOARD 8d IPITE JAEDiATE SUPPORTS IN THE PANEL FIELD R' / rTERIcR zor,E- 1 G"c,c -G"AT PANEL EDGE5 AND 12'AT BOTH ENDS) 0,SND 3" LOS/Z CELL SPRAY �',� O I 1 VENTILATION BAFFLES BETWEEN z 8d IiTEPJ'AEDIATE 5UFFORT5 IN THE PANEL FIELD 51MP50N H7 CONNECTOR rL•X F6AM R-22 INSULATION (a RAFTERS; 3"CLOSED CELL SPRAY I� FLOOR SHEATHING WIT IN CEILING THRU-OUT �/ CAM t R-22 BATT INSULATION 5TRUCTURAL PANELS- i°OR LE55 8d G'EDGE/ 1 2'FIELD 2nd FLOOR CEILING FASCIA w/VENTED SOFFIT 2x 10 C.J./C.T. @ I G" O.C. p _ / OUTLINE OF FRONT SHED DORMER PLATE / / ' Nailing reaulrerrents are based on wall sheathing Walled 6 Inch-s O.C.at the Panef edge, if wall sheathing Is Waded 3 orches C.C.at the panel edge to oL-fain WA—CL77FiER higher shear capacities,nailing re juirements for structural members shall be doubled,or al 6" / 14then wall sheathing is continuous over connected members,the tabulated nurrlber d nails shall be permitted to be reduced to I-IGd nail per 400t;, 3- 2"X 8" H FADER ABOVE O 2° GYPSUM BOARD SECOND FLOOR WINDOWS, / O TYPICAL ALL AREAS HEADER HEIGHTS AS SHOWN; I- BATH PROVIDE C520 STRAPPING W DESIGN LOAD CALCULATIONS ` MOI,-AURE RESISTANT HALL OG�P5UM BOARD IN ALL MINIMUM UNIFORMLY D15TRIf3UTED LIVE LOAD5(lbef) 1 1 1 22 = BATHROOM AREAS UNFINISHE 2k8 -2 4 EXTERIOR BALCONIES GO n + I1 e' O TILE FLOOR ON MUD OPEN AREADECKS ATTICS lNiTHO!JT STORAGE �0 N 2nd FLOOR _ PROVIDE 51MP5ON OVERS" PLY. SUBFLOOR FOR STAIRS @ �6,r C C51 G STRAPPING FASCIA* 50FFIT- ATTIG5 WITH STORAGE 40 1_t FLOOR CEILING _ R-19 M I I Z"TJI 3GO F.J. @ I G" O.C. R-19 2xG C.j. 1 — CONTINUOUS GROOVE VENT Z ROOM5(OTHER THAN SLEEPING ROOM5) 40 3- 2"x 10" HEADER ABOVE; BEADBOARD CEILING s WITHIN BEADBOARD U SLEEPING ROOMS 30 USE SIMPSON HU SERIES PROVIDE C520 STRAPPING CONNECTOR @ JOISTS 3- 1 3"X 9 1" LVL HEADER; W a 4 FLUSH HEADER 4 2 WRAP w/ I x AZEK Z C� CLIMATIC AND GEOGF,AFHIC DE51GN CRITERIA 3- 18" LVL HEADER, w/ 2-2"STEEL ~ Z "" GROUND SNOW LOAD �5 lbs 2xG STUD FRAME EXTERIOR FLITCH PLATES, PARTIALLY Z �� BA5'C WIND SPEED 130 mph WALL @ I G"O.C. w/ 2" CLOSED CELL w/CAP * BASE DETAIL; PROV. w 10"5Q. PERMACAST COLUMN DROPPED FROM CEILING � SPRAY FOAM R-13 INSULATION, BATH MUDROOM CLOSET CDX PLYWOOD SHEATHING, = ENTRY Exno�ure CateorY B Q i`�' HOLDDOWN5 it STRAPPING `�a SEISMIC DESIGN CATEGORY B0 °n HOUSE WRAP * HARDIE LAP SIDING; WEATHERING 5 veee �" GYPSUM BOARD ON INTERIOR FROST LINE DEPTH 3'-0" V�4 TERMITE MODERATE TO HEAce 2- 2x6 ACID SILL PLATE �, PROV. H4 r4 ICE BARRIER REQUIRED YES 2" CONNECTOR I st FLOOR, OVER TERM ITE SHIELD a PLYWOOD SUBFLOOR �n _, ,_ �x4 PORCH FLOOR BOARS � OVER SILL SEAL; R-19 INSULATION I 1 g"TJI 360 F.J. @ I G" O.C. 2x I O ACID DJ @ 16" O 2- 2"X 12"ACID GIRDER PROVIDE SIMPSON C520 BOLTED THRU POST W/ W/ LPT4 CONNECTORS _ 3- 1�"X 14" LVL DROPPED 2x 10 ACQ LEDGER BOLTED (2) 2" CARRIAGE BOLTS a APPROX. GRADE GIRDER; WRAP w/ i" DRYWALL TO HOUSE FRAME WITH 5" w " DIAMETER ANCHOR BOLTSCID @ NOTCH POSTS y 8 "LEDGERLOK"SCREWS 16"OC; W/ 7" MIN. DEPTH @ 48" O.C. HANG D.J. FROM LEDGER WITH FOR GIRDER W/ MIN. 3"X3"x8'WASHER @PLATE 3 z" DIAMETER STRUCTURAL 51MP50N LU25 CONNECTOR v STEEL COLUMN BURIED IN m 24"X 24"X 12" POURED CLOSET 51MP50N ABU44 8" POURED CONCRETE - G"X G"ACID POSTS ON 12" CONNECTOR MT) y CONCRETE FOOTING WHERE STORAGE UNDER FOUNDATION WALL W/ SHOWN ON PLAN STAIRS SONOTUBE W/ POURED D P-4"X 8" d. FTG.; PROV. 4 CONCRETE FOOTING 2-#4 REBAIR IN FOOTING 20"X 20"X 12"d. (TYPICAL ALL AREAS) 4" POURED CONCRETE (TYPICAL ALL FOOTINGS) BASEMENT SLAB _ SLAB ON COMPACTED FILL I k4 GARAGE SLAB "NOTE: CONCRETE SHALL BE PC = 3,500 PSI @ 28 DAYS FOOTINGS SHALL BEAR ON OUTLINE OF GARAGE 5LA13 W UNDISTURBED SOIL WITHIN BEARING CAPACITY OF \-4'-O" ALONG PERIMETER- z o o 1 .5 TONS PER SQUARE FOOT 4x8x2"THICK FOAM BOARD n_ INSULATION PANELS TO BE U) INSTALLED UNDERSLAB W n BUILDING SECTION "Allco LLJ SCALE: 4" = I '-0" } 3 z U z � Q0 z - O' PAGE: 10. C Cris+`3.r •,: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. J Of-Tt1E N.Y.S,- CATION LAW O � zc � lur) Q � z z 9Q) oLF) om ARCHITECTURAL ASPHALT I 3"X 14" LVL RIDGE; 20 ROOFING WITH 15# FELT CONNECTOR CS CONNEOR(T l'P. ALL) OVER 8" CDX PLYWOOD WITH ICE t WEATHER SHIELD @ PERIMETERS t VALLEYS 12 O.G. 15 @ BOLT ALL CJ TO RR w/ 2-2' CB N�0 3" CLOSED CELL SPRAY SIMPSON H7 CONNECTOR PROVIDE THIN PROFILE X\O"5 FOAM 4 R-22 INSULATION VENTILATION BAFFLES BETWEEN 2" WITHIN CEILING THRU-OUT 7 RAFTERS; 3"CL05ED CELL SPRAY — — 2x6 STUD FRAME EXTERIOR E O FOAM it R-22 BATT INSULATION 2x I 0 C.J./C.T. @ 16"O.C. WALL @ I G"O.C. w/2" CLOSED CELL SPRAY FOAM t R-13 INSULATION, g" CDX PLYWOOD SHEATHING, N N 6„ HOUSE WRAP it HARDIE LAP SIDING; RAFTER"SKIRT"TO CONTINUE 6. 2'GYPSUM BOARD ON INTERIOR m z ACROSS BACK OF HOUSE BEDROOM HALL BEDROOM = 2xG"ACQ LEDGER BOLTED N O L p CLOS LOSET EGRESS; NOT TO TO HOUSE FRAME; PORCH — 2x8 LEDGER BOLTED TO °� RAFTERS 51T ON LEDGER it GYPSUM BOARD EXCEED 44 FROM HOUSE FRAME; FASTEN ° TYPICAL ALL AREAS FLOOR TO SILL FASTEN w/H2.5 SERIES CR055 BEAMS TO LEDGER w/ _ HURRICANE TIES m m PROVIDE 51MP50N 2"X 8" PERGOLA CROSS i' " PLYWOOD SUBFLOOR C51 G STRAPPING BEAMS @ I G" OC a R-19 11 k TJI 3GO F.J. @ I G" O.C. 1 18'TJI 3GO F.J. @ I G" O.C. R-19 — 2- 74" LVL HEADERS @ PERGOLA; TREAT FOR EXTERIOR ELEMENTS USE 51MP50N HU SERIES t WRAP FINISH w/ I x AZEK TRIM AROUND DROPPED CONNECTOR @ JOI5T5 9'-5" i,_r, W 0 O STRUCTURAL ANGLE WALL SECTION OF HEADER* # V FLUSH HEADER (� N ( CONTINUE ON SIDES FOR d in BRACKET ATTACHED TO WALL t CASED OPENING 3- 18" LVL HEADER, w/ 2-e"STEEL N — HEADER. BRACKETS TO HAVE ~ 3'-2' FLITCH PLATES, PARTIALLY 8001b. WEIGHT CAPACITY °` = DROPPED FROM CEILING 3 g w DINING AREA SEE SECTION "A" GREAT ROOM FOR PORCH DETAILS Lu E � F�° 0 0 LL PROV. H4 CONNECTOR4" PLYWOOD 5UBFLOOP, N 4 xG DECKING 2- 2"X 12"ACQ GIRDER 2x 10 ACQ DJ IG" OC R-19 INSULATION ON CEILING THRU OUT I 12"TJI 3GO F.J. @ I G" O.C. a BOLTED THRU P05T W/ (2) CARRIAGE BOLTS 2x I 0 ACQ LEDGER BOLTED �• 2 ! 3- I a"X 14" LVL DROPPED TO HOUSE FRAME WITH 5" GIRDER; WRAP w/2" DRYWALL NOTCH POSTS "LEDGERLOK'SCREWS @ I G" OC; FOR GIRDER HANG D.J. FROM LEDGER WITH 2"X 4"ACQ STUD FRAME ALONG PERIMETER 51MP50N LU28 CONNECTOR 51MP50N A5U44 FAMILY ROOM OF FOUNDATION WALLS @ I G" OC. PROVIDE CONNECTOR(TYP) R-1 5 INSULATION *1" DRYWALL TO FINISHED G"X G"ACQ POSTS ON 1 2° SIDE; SEAL CONCRETE WALLS w/MOISTURE CONCRETE EE FOOTING POURED BLOCK PRIORTO FRAMING C 20"X 20"X 1 2"d. (TYPICAL ALL FOOTINGS) AT ID5P CONT. Z 4" POURED CONCRETE AT MIDSPAN " LVL RIDGE; SLAB ON COMPACTED FILL TYP ALL LOCATIONS SIMP50N C520 2x4 CT @ 16"OC SET 6'-9"ABOVE 5U5FLOOR; W a CONNECTOR BOLT TO RR w/ 2-2" CB FOAM BOARD INSULATION 12 _ ARCHITECTURAL ASPHALT Z �� 4'-0" ALONG PERIMETER- F t ROVIDE THIN PROFILE I I — �+ ROOFING WITH 15# FELT Z 4x8x2"THICK FOAM BOARD ENTILATION BAFFLES BETWEEN °' �,P OVER B" CDX PLYWOOD P FTER5OSED CELL SPRAYWITH ICE WEATHER SHIELD ; 3" CLZ s INSULATION PANELS TO BE °O i PERIMETERS *VALLEYS INSTALLED UNDER SLAB CAM * R-15 BATT INSULATION 6. °O oBUILx4 STUD PARTITION $ N SECOND FLOOR HEIGHT; '1 DING SECTION 11R1311 RYWALL TO NTERO _ CLO ET 42"STEP DOWN INTO CL05ET SCALE: 41 = I'-O° IMPSON H7 CONNECTOR " PLYWOOD SUBFLOOR W ce SCIA WITH - - BUILT UP PLATE; RAFTERS x ENTED SOFFIT — SIT 12"ABOVE 5UBFLOOP, 7411 LV FJ 16" C FASCIA TO ALIGN MAIN CSI STRAPPING m =" s P VIDE 51MP50N RAFTERS; ADJUST OVER HANG DIMENSION AS a NEEDED �w � LNG 1T HL3- 2x 10 HEADER 2xG STUD FRAME EXTERIOR ❑ C520 STPAPPIN WALL @ I G"O.C. w/ 2" CLOSED CELL SPRAY FOAM It R-13 INSULATION, KITCHEN e" CDX PLYWOOD SHEATHING, LIPF HOUSE WRAP# HARDIE LAP SIDING;; o " G SUM BOARD ON INTERIOR 2- 2xG ACO SILL PLATE OVERTEPMITE511IELD a" F ]Tl PLYWOOD SUB OVER SILL SEAL; 1 1 8'TJI 3GO F.J. @ I G"O.C. OC PROVIDE SIMP50N C520 W/ LPT4 C N N ECTO RS lLJ L PROVIDE 2" CLOSED CELL z SPRAY FOAM INSULATIONin WITHIN GARAGE CEILING, (n FOLLOWED BY R-22 BATT 8" DIAMETER ANCHOR BOLTS Lu INSULATION. FINISH W/ 7" MIN. DEPTH @ 48"O.C. m CEILING w/ I IAYER 5' FIRE W/MIN. 3"X3";<8"WASHER @ PLATE RATED DRYWALL $ W GARAGE 8" POURED CONCRETE FOUNDATION WALL W/ 3 1 45 REBAR CONT @ MIDPOINT p z 4"X 8"d. FTG.; PROV. 2-#4 REBAR IN FOOTING ° (TYPICAL ALL AREAS) z "NOTE: CONCRETE SHALL BE Q PC = 3,500 P51 @ 28 DAYS z 4" POURED CONCRETE SLAB FOOTINGS SHALL BEAR ON ON COMPACTED FILL WITH $ UNDISTURBED SOIL WITHIN W.W.M. G X G/ lox 10 n BEARING CAPACITY OF GAUGE WIRE(TYP. ALL AREAS 1 .5 TONS PER SQUARE FOOT WITHIN GARAGE) BUILDING SECTION 'ICII SCALE: 4" = f'-O" 04 PAGE: 0835�� '. '\\ fin!?i,�`�.r• - UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC, 7209 OF EDUCATION LAW m c a. 14"X 14" LVL RIDGE; IMP50N C520 Uj c0 CONNECTOR(TYP. ALL) +� - O O " NC) a' Z • 2xORR@ IG"OC N Q z GABLE END WALL 2xH C.J. .T. I GO.C. 2nd FLOOR CEILING92' LVL RIDGE; lu w 51MP50N C520 WALL PLATE @ FK NT 3" CLOSED CELL SPRAY CONNECTOR C) N c m DORMER; CEILING FOAM t R-22 INSULATION PITCHES w/ RAFTERS WITHIN CEILING THRU-OUT K EE LL FLNTE 2x4 CT @ I G"OC BEDROOM BEDROOM II I I CL�15ET lie I DOUBLE JOISTS I I PROVIDE THIN PROFILE WIND RES 15TANT CO N STRU CTI O N CONNECTORS UNDER WALLS FTE LAT VENTILATION BAFFLES BETWEEN 4" PLYWOOD SUBFLOOR RUNNING PARALLEL RAFTERS; 3" CLOSED CELL SPRAY CONNECTION LOCATION: PART NUMBER: NOTES: 1 1 8'TJI 3G0 F.J. @ I G" O.C. FOAM R-I 5 BATT INSULATION { RIDGE-TO-RAFTERS C520 @ 2 1 11APPLY TO EACH PAIR Of RAFTERS HEADER AS SHOWN, PARTIALLY 74" LVL FJ @ 1 G" OC PROVIDE SIMPSON C5)G EILIN HTS.DROPPED FROM CEILING; HEADER � 7RAFTER-TO-WALL H7 APPLY TO EACH RAFTER FLOOR TO FLOOR STRAPPING TRIMMED OUT AS OPENING TO ALIGN APPLY TO EACH RAFTER 3 m RAFTER-TO-PLATE H8 or H2.5 TRIMMED OPENING FROM In � z 2xG STUD FRAME EXTERIOR GREAT ROOM GREAT ROOM TO DINING KITCHEN 7 *; PLATE-TO-WALL STUD C520 18" APPLY TO EACH WALL STUD WALL @ I G"O.C. wi 2" CLOSED CELL � SPRAY FOAM 4 R-13 INSULATION, Q O L O 2ND. FLOOR WALL-TO- I ST. FLOOR WALL LFTA or CS20 @ 3G" APPLY TO EACH WALL STUD 8" CDX PLYWOOD SHEATHING, -) A HOUSE WRAP HARDIE LAP SIDING; IST HEADER-TO-JACK STUD C520 @ 1 2" APPLY TO EACH JACK STUD AIRF MI G zGYPSUM BOARD ON INTERIOR CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD ~" PROVIDE BEAM POCKET IN FOUNDATION PATJI 3G0 F.J. @ 1 G" O.C. SHEAR WALL HOLDDOWN ANCHOR SSTB 1 G APPLY TO EACH SIDEWALL END WALL; 51ZE AS REQUIRED *TAR ALL SIDES R-19 3- 1 "x 14" LVL DROPPED GIRDER RETAINING WALL FYP. BOTH ENDS AT ALL LOCATIONS) 4 PROVIDE 2" CLOSED CELL AS NEEDED I ST. FLOOR-UNDER-SILL PLATE CS20 WRAP UNDER DOUBLE SILL PLATE A (USE WITH 3" SQUARE WASHERS) WITHIN GARAGE CEILING, _ FOLLOWED BY R-22 BATT FAMILY ROOM INSULATION. FINISH ON USE THE FOLLOWING OR APPROVED 5IMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. CEILING w/ I LAYER f" FIRE 9'-0"X 8'-O" DOOR w/ FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 2"X 4"ACQ STUD FRAME ALONG PERIMETER LALLY COLUMNS WITHIN a GARAGE ii 3- 1a,"X 92' LVL HEADER N OF FOUNDATION WALLS @ I G"OC. PROVIDE RATED DRYWALL WALL WHERE SHOWN ON a ABOVE C520 STRAPPING 0 R-1 5 INSULATION * 2' DRYWALL TO FINISHED PLAN ii = SIDE; SEAL CONCRETE WALLS w/MOISTURE BLOCK PRIOR TO FRAMING W PITCH SLAB TOWARDS ii I Z oC a.- DOOR @ 8'/ IT I I >° LL I I n CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS GARAGE COMMON WALL- 2"X 4"STUD FRAME � PARTITION w/ R-1 5 INSULATION WITHIN; 2"THICK UNEXCAVATED m FOAM BOARD INSULATION PANEL ON GARAGE PROVIDE 1/2"SPACING SIDE +I: FINISHED I LAYER 8" FIRE RATED DRYWALL BETWEEN THE END STUD ON EACH SIDE OF WALL FRAMING 32' DIAMETER STRUCTURAL NOTCHED RAFTER AND THE 2 OTHER STUDS STEEL COLUMN BURIED IN RAFTER UPPER SHEARWALL FOR ALLOWING RIDGE HOLDDOWN INSTALLATION F tLNG FOUNDATION LEDGE TO RUN BOLTS CONNECT CORNER STUD PERIMETER OF GARAGE AREA 24"X 24"X 12" POURED RIDGE CORNER BRACKET TO TRANSFER SHEAR CONCRETE FOOTING WHERE ANCHOR FASTEN WITH (2) 16d SHOWN ON PLAN ' COMMON NAILS @ 6"O.C. SIDEWALL ENDWALL BUILDING SECTION 11D11 C'3 z II SCALE: i" = 1 '-O" � TYPIU CAL RIDGE TO(RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING THREADED ROD SHEAR WALL CORNER CONNECTION w a �— DOUBLE PLATE zANCHOR � �� CORNER BRACKET KING STUDS rZ, BOLTS RAFTER LOWER SHEARWALL CRIPPLE STUD Z 99 SHEARWALL TO SHEARWALL HEADER O � U RAFTER SHEARWALL HOLD-DOWN DETAILS 1:4 C8 TOP PLATE N.T.S. JACK STUDS TOP PLATE 0 x —O WALL STUD ®� WALL STUD a� TYPICAL HEADER CONNECTION m� ENC T� TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION DOUBLE TOP PLATE TYPICAL HEADER I I I 3/8" PLYWOOD SPACER 2ND. FLOOR WALL STUD 0 OR AS PER PLANS I I 2ND.FLOOR PLATE MT524C RAFTER TIE III Im \ I WOOD JOIST WOOD JOIST SUBFLOOR B,YYP IA PWON OR EQ. 'I'I J (I IYO(, \ i 1 RIM BOARD �� (I �� II GN 0 WOOD HEADER/WOOD BEAM BLOCKINGJOIST HANGER II II ( II II'I rR.R. AT 16 O.C. AS PER PIANS 0 Rj�ND��Nc REFER TO FLOOR PLAN D-/ 1 ST. FLOOR TOP PLATES �W II 1 j_(2) 2"x6"JACK STUDS W n GIRDER/HEADER _ DBL. TOP PLATE AT Lt2"xG" KING STUDS 0 WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD I— SECOND FLOOR OR HEADER DETAIL (TYP TO BOTH SIDES) AT SINGLE STORY n — — i NOT TO SCALE Lu Lm I 114"X24" 20 GAGE `D II II I I I II HEADER STRAPS TYP. a•-D• DBL. 2XG TOP PLATE w y OIJ ST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDERIHEADER (I II II I I I) AT 2ND FSR. EXT. _ NP• L WINDOW TYPICAL MULTI-STORY CONNECTIONS II II II oPE"'Nc I I II WALLS USE 8d COMMON NAILS @ G" p Z 1ST. FLOOR WALL STUD ( — — I WALL FRAME @ I G" O.C. O.C. AT FIELD AND 4" @ IIIIIr2"XG" EDGES -REFER TO PLANS U 0 I 114"X24" 20 GAGE F , DE51GATD AAS I I I I I I I PLATE JACK STUD STRAPS TYP. 2XOG B OCKNNG TYP.� z `� \ 1ST. FLOOR ELOOK II I AT SIDES OF OPENING AT SEAM AT ALL Z BLDG. CORNERS WALL STUD WALL STUD RIM BOARD 2XG WD STUDS AT BOTTOM PLATE BOTTOM PLATE RIM JOIST I G" O.C. TYP. BATHTUB SUB FLOOR DOUBLE SILL PLATE 112" CDX D(TERIOR GRADE DOUBLE JOIST DOUBLE JOIST I 114"X24" 20 GAGE fl Z PLYWOOD SHEATHING FOUNDATION WALL HEADER STRAPS TYP. _ 4—irAT EACH STUD RIM JOIST AS PER PLANS REMOVE EXISTING SHEATHING WALUHEADER AS REQUIRED TO APPLY STRAPS DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1ST. FLOOR TO FOUNDATION CONNECTIONS NOT TO SCALE NAILING DETAIL (ELEVATION) NOT TO SCALE TYPICAL WALL STRAPPING DETAILS �� <ir,�; �� PAGE: NOT TO SCALE �835�� / UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7203 EDUCATION LAW INTERIOR CHASE WALLS I PIPE PENETRATION EXPANDING FOAM AT FLOOR GRILLE PERIMETER OF PIPE FLOOR DUCT BOOT ELECTRICAL WIRE THIN-PROFILE SHEATHING CONTINUOUS BEAD OF SEALANT Z a 1/2"GYPSUM BOARD SUBFL R TOP PLATE U 00 CLOSURE AT EXTERIOR WALL 1x4 BLOCKING (sa a 25 o CONTINUOUS BEAD - - W U M OF SEALANT Z m N INSULATED FLEXIBLE (� �, Z W 00 M y Y yly M. DUCT WALL STUD Z A _z ^' INSULATED EXTERIOR WALL TIE AT INNER LINER W � a LADDER BLOCKING MASTIC AT INNER LINER Z O :Dm EXTERIOR WALL SHEATHING Q Z z EXTERIOR INSULATED WALL TIE AT OUTER LINER :� Q GyUv�i 2-STUD CORNER WITH 1x4 BACKER AIR SEAL AT CHASE WALLS//PLAN x 0 BulldlnpGreen LLC 2008 mBuiAIR SEAL AT DUCT BOOT klnpCtreer LLC 2008 AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION � 0 BultdingGreen LLC 2008 0 BulldingGreen LLC 2008 INSULATED EXTERIOR ]JEN WALL ® ON I�?� SURROUND ISH s' CEMENT BACKER BOARD YERS RIGID PIPEPENETRATION e�+ JLATION TUB SURROUND FINISH THROUGH ROOF ENT BACKER BOARD TUB tlU MEMBRANE FLASHING COLLAR, METAL FLASHING COLLAR (� OVERLAP COLLAR ONTO LOWER OVER MEMBRANE FLASHING TUBSURROUNNLAYER OF ROOF MEMBRANE COLLAR,OVERLAP COLLAR CONTINUOUS BEAD J^ yyy (BEYO ONTO LOWER LAYER OF OF SEALANTROOF S CONTINUOUS BEAD 4,4 [(2) LAYERS RIGID LOWER LAYEROFASPHALT OF SEALANT ® ENG J' $$ INSULATION CONTINUOUS MINIMAL EXPANDING FOAM AT EXPANDING FOAM SEALANT LOWER LAYER OF FULLY- WINDOW PERIMETER EXPANDING FOAM SEALANT UPPER LAYER OF ASPHALT AT PERIMETER OF STUD CAVITY ADHERED ROOF MEMBRANE \�ROOF SHINGLES AT PERIMETER OF STUD CAVITY \ PROVIDE 3/8"CHANNEL EACH \ \ \ \ \ UPPER LAYER OF FULLY- PROVIDE 3/8"CHANNEL EACH SIDE OF INSIDE PANEL FOR \ \ \ \ ADHERED ROOF MEMBRANE, SIDE OF INSIDE PANEL FOR EXPANDING PERIMETER `�' \ \ \ \\\ \ CUT MEMBRANE AROUND AIR BARRIER EXPANDING PERIMETER \ PIPE PENETRATION AND FOAM SEAL FOAM SEAL l \ \ LAP OVER MEMBRANE CONTINUOUS MINIMAL \ EXPANDING FOAM AT CONTINUOUS BEAD OF \ \ \ \ \ COLLAR WINDOWPERIMETER \ CONTINUOUS BEAD SEALANT \ \ \ "PLYWOOD SHEATHING OF SEALANT y WITH H-CLIPS,CUT PLYWOOD OF ADHESIVE BEAD AROUND PIPE PENETRATION CONTINUOUS BEAD -------- LIL [a I 5"FOIL-FACED OF LANT MANUFACTURED EXPANDING M POLYISOCYANURATE CLOSED CELL FOAM BACKER INSULATING SHEATHING IN SHOWER -WOOD FRAME ROD AND URETHANE SEALANT 3 LAYERS(1.5",2",1.5"), FLOOR ASSES"00 AT PIPE PERIMETER JOINTS STAGGERED CLOSED CELL FOAM BACKER CONTINUOUS FULLY- OF SEALANT BEAD EXPANDING FeA41 ROD AND URETHANE SEALANT ADHERED AIR BARRIER CONTINUOUS SILL SEALER AT PIPE PERIMETER MEMBRANE OVER !/iY// FULL WIDTH OF MUDSILL ---WOOD FRAME PLYWOOD i�y (AIR BARRIER) FOUNDATION WALL AS FLOOR ASSE"nom / / AIR BARRIER �"PLYWOOD WITH H-CLIPS /\\ \ CONCRETE SLAB AS j\j\ • AIR BARRIER ROOF RAFTER AIR SEALINGBEHIND TUB WITH CAVITY RIGID INSULATION 0 Bulldlnpdeen LLC 2008 AIR SEALING AT ROOF PENETRATION m ameoe"„ucaL� LOWER WALL SECTIONING STRATEGY/! AIR SEALING BEHIND SHOWER WITH CAVITY RIGID INSULATION CONTINUOUSSEAD OF SEALANT 0 BulldlnpGreen LLC 2008 CONTINUOUS READ OF TO THE BEST OF MY KNOWLEDGE, BELIEF AND CONTINUOUS BEAD ADHES E • OF SEALANT PROFESSIONAL JUDGMENT, THESE PLANS ARE IN COMPLIANCE WITH THE ENERGY CONSERVATION FLOOR JOIST CONSTRUCTION CODE M CONTINUOUS BEAD OF SEALANT r CONTINUOUS BEAD OF SEALANT INTERIOR GYPSUM WALLBOARD AS AIR BARRIER CONCEPTUAL AIR SEALING STRATEGY AT UPPER FLOOR BAND JOIST m BulldlnpGreen LLC 2008 1 � ': ' r � 'r r i r a 'e 'r r}r•' r. e r r 'e b r'° ar•:' .. 'A' 7 - U O_ BUILDING THERMAL (,fir, ale Air Stale Air W To Outside From Inside ENVELOPE (355.bmm) b" MFresh Air Fresh Air Itt7rmn) To Inside From Outside W LLl `1 U 183/16" ��121/2" LIJ (457Amm) I (317.5mm) 2 U Film, 11F1 M. , r { Airflow(L/s) 0.00 9,44 10.00 20.32 37.76 47.20 56.64 66.00 0.4 99.52 64 LO 0.35 87.08 M 0.3 74.64 m Z S.25 62.20 ,o'° Q SUPPLY o 0.2 49.70 y EXHAUST a X1.15 37.32 w cn N 0.1 24,88 C Q 0.05 12.44 z Q 0 0.00 �Oz 0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 Airflow(cfm) w ..- '-Tr r r M ` 11.8* � � r�n�� Q •Model:AEV 1000 •Filter:washable synthetic filter 11`8" •Supply&exhaust ducts:5"(127mm) v J W 0 •Total assembled weight:22 lbs (299mm)x 12.9"(327mm)x 0.63"(16mm) •Mounting Suspended by chains&hooks LL_I = O •Cabinet:22 ga.steel w/powder coat finish •Insulated with 1"(25 mm)high density t.. U -W. .-. *Motors:ebm backward inclined motorized polystyrene foam to prevent condensation , °`A rkPr,•,t ,. Q w impeller and meet the requirements of the0 o . &; ;. ; .':ap Wz0 0 Underwriters Laboratories 94HF. �: ,`i, �,�. :>o` ��,1�� ;•;-t, v Submitted by Gate: ■/� � / n w tlly. Model 1 Fante,r LL_ V / Comments: U United States Canada Z Project# 1712 Northgate Blvd. 50 Kanalflakt Way Q Sarasota,FL. 34234 Bouctouche,NB 174S 3M5 Location: MECHANICAL ROOM Of Architect: Phone:800.747.1762;941.309.6000 Phone:800.565.3548;506.743.9500 Fax:800.487.9915;941.309.6099 Fax:877.747.8116;506.743.9600 BUILDING THERMAL ENVELOPE Engineer www.far[tech.net www.fantech.ca _.•;!r`� o Uj W " r rr Contractor: info0fantech.net Info0fantech.ca ��' SAP✓1%%✓5N rJ, H i]7 SCALE: = 1 -0 Article 4:412123 c, \� 00 z ZD Rev Date:102405 �x 1 t J V) Z rn WQ C9 v J r i' m Z MECHANICAL VENTILATION DETAIL o8,;��R m � Q W