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Town of Southold 12/3/2020 P.O.Box 1179 0 V' • 53095 Main Rd 4, 0�' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41652 Date: 12/3/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2485 Bay Ave, Mattituck SCTM#: 473889 Sec/Block/Lot: 144.4-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/2/2017 pursuant to which Building Permit No. 43784 dated 5/22/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including sunroom, covered entry and deck, to an existing one family dwelling as ap lip ed for per ZBA#7180, dated 8/16/2018. The certificate is issued to Stanley,Dale of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43784 9/2/2020 PLUMBERS CERTIFICATION DATED 9/22/2020 er T Saftrs 4 A t ed Signature o�gUFFnt,r�o TOWN OF SOUTHOLD Poe BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • 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#: 43784 Date: 5/22/2019 Permission is hereby granted to: Stanley, Dale 1001 Hancock Ave Franklin Square, NY 11010 To: construct additions and alterations to single-family dwelling as applied for per ZBA approval and DEC & Trustees Non-Jurisdiction letters. At premises located at: 2485 Bay Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 144.-4-6 Pursuant to application dated 5/14/2019 and approved by the Building Inspector. To expire on 11/20/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,057.20 CO -ADDITION TO DWELLING $50.00 Total: $1,107.20 Building n r 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$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: Z 5` R0,► u House No. Street / Hamlet Owner or Owners of Property: ��� G n® Fre- j2 ri�G� 'f�V►? ky Suffolk County Tax Map No 1000, Section 14�$ Block Lot Subdivision Filed Map. Lot: Permit No. Da�ofrmit. Applicant: Health Dept.Approval: - Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ 4�O Applicant Signature rq S10 Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® Q sean.devlin(.5-town.Southold.ny.us Southold,NY 11971-0959 Own BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Dale Stanley Address: 2485 Bay Ave city Mattituck st: NY zip: 11952 Building Permit#: 43784 Section: 144 Block: 4 Lot- 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Dan Wilcenski Electrical Con. License No: 4723ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition X Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 46 Ceiling Fixtures 9 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 15 Wall Fixtures 13 Smoke Detectors 2 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 20 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 5 Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt G8S Emergency Fixture Time Clocks Disconnect Switches 40 4'LED Exit Fixtures Pump Other equipment: Fridge, DW, Micro, 42 Circuit Panel-34 Used Notes. Addition an Alteration °C September 2, 2020 Inspector Signature: Date: S.Devlin-Cert Electrical Compliance Form.xls � ra SO(/ryo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold;NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 12� Building Permit No. Owner: r-12 k-� 0 CL (Please print),1 � Plumber: P45qct G�1C� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of , 20-� b Notary Public, �:-V16�L —County MELANIE V BROWN Notary Public,State of New York - No.olBR4908712 Qualified in Suffolk Cou � l @ommission Expires October 19,- OF SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION. [h rOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR 978 �O�aOf 50(/j�olo y * # TOWN OF SOUTHOLD BUILDING DEPT. -- 765-1802 EPT.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: . _ 0 4 41 10 0 rt a4: Z��04_04--_7 DATE / 1 INSPECTOR M 1 apt SOUI,�, � o # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON " [ ] FOUNDATION 1-ST [ UGH PLBG. [/] OUNDATION_2ND _ [ INSULATIO CAULKING FRAMING /STRAPP [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]- ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Y1P►YY�� (cP+V Vv l- bU vkwn IV, 14 we ���/ 44A D� DATE 1 d INSPECTOR # # TOWN. OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH 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: l- UL 0 vujm-"- Duv t )v magf� ;bt DATEAW20242 INSPECTOR of SOGIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [XFINAL H PLBG. [ ] FOUNDATION-2ND [ ATIOWCAULKING [ ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE l_�JC/O REMARKS: 094yecl QPA-gc�� Y Ufa VZA c2si� DATE INSPECTOR. o�aOF 50UTy� l �3t " / _ 69 751�-y 74vo - - - - # TOWN OF SOUTHOLD13UILDING DEPT. cou765-1802 ,INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: / /almor vilot's- A SOC r» lyo ll n DATE INSPECTOR INLAND fi HOMES, INC. CUSTOM HOME BUILDERS, BOX 117 N 0 V 1 6 2Q20 315 WESTPHALIA ROAD MATTITUCK, N.Y. 11952 631 - 298-9696 Fax 631 - 298-9697 inlandhomes@optonline.net Mr.John Jarski, 11/16/20 Enclosed you will find the notarized lead certification from our plumber.Also a statement From Mr Kogel the owner of Radiant insulation-As I explained on the phone there business computers were Hacked into and basically being held ransom for a large fee...Mr. Kogel will send me the actual Rez check when he can access his computers.) am processing for my C/O at this time...The permit number is 43784.Please make out the c/o in the name of Frederick and Dale Stanley—The address of the project is 2485 Bay Ave.,Mattituck,NY.11952 Please give me a call at 631298 9696 when I can pick up Thanks, Rob Inland Homes .\CCILLUI7'LU _ _ _ _ t`y✓ per';,� �Tf •iii-` UFS JAN Spiraiy Foam Spediallsts iC 'NENE ` i r.�{'a `r i Gi1ARC1 _ � L Radiant Drywall and Insulation Corp. WWW.R4rdi6nt1nsu1Svstem.,com < P 0 Box 899 �. '. Middle Island,NY 11953 _,ISR>t�• Phone:631-924-0500 Fax:631-924-4584 - Commercial Lic:Suffolk:36254-H Residential Lic: Nassau :H1901650000 EnvlroDri• November 13, 2020 Mr. John Jarski f ; Senior Building Inspector -1 . Southold Building Department 53095 Route 25 S NOV 1 6 2020 PO Box 11971 Southold, NY 11971 lv RE: 2485 Bay Avenue, Mattituck New York- PERMIT#:43784 Dear, Mr.Jarski, Please let this letter serve as indication that the house located at 2485 Bay Avenue, Mattituck NY, has passed the required REScheck requirements. At this time my office computers are unavailable and should be operational the middle of next week. Once my firm's computer service is restored, we will send over the proper REScheck paperwork for this project. Thank you for your understanding. Scott Kogel, Member � fa rce - c cccr � r^ ec oece r c RRdiR!-71.t fvt.sulatiaA<.SSeSteI/litS HERS RATINGS^MA�U'PAiif{riG6 37Y 7ESTtNG - 3HOM-fddk tslanrl NP1�953 ANTHONVI�IRAofANnNSU1SYS7EM£CDM RAOIANTiNSULATIONSYSTEMSCOM - CELL 631-879-2851-OFFICE 631-924.OSM I October 20°;2020 Test out Notice Inland Home, 5ne 315 Vestphalla 2485 Bay Avenue Mattnuck NY 11952 Mattduck NY 11952 631-298-8696 Inlandhomes@optonline nct Description, Target urat Tat Result Compfiantm, toss/fait poet BlaslerTtst- 86<tim's 2,352 sf 114 dmn=4/100 sf 2035IECC 403.34<4 cfm/100sf(Prescripti"- fa Tatal leakage Mandatory does not have a wmplu,rce targeq DammulasterTes" 86<dtrcn 2,152d 72dm"=4/100.1 HERS Rating Mehad Pte' 1pakageTo putslda p�<s slaw.pow 1,293<duP 25,877 v 1,221 cfn 6-=2.833 ACH 2015 IECC 402 4 1-2<3 ACH Tat put Carnation,-68 F lrmlms 67 F Outd"m No Wind-Stmdard teed of AMOM-RE91ET Mud Point Tau Parfotmed[20,10-aU1o1 1,Anthmry]ones,Certified HERS Rater 63808012,Tested and Verified the above Structure and certify Comptlance Wlth gCl: s a ed by NYS HERS Ra A.8E.HP,ASHP 1. Slow I OWN I 31, - a 'u ll4 I "r y.a }t T �G�lr�t- IC�L.SI�CLG7GD!/L �_ tents C=) CNJ o5ry- C'\i - ' 'GE_ 3��RD�- RTY TESTING ER�_' i dle Island 1 3 ANTHONYM&RADIANTIA ASYSTEMS. o RADIANTINSULATIONSYSTEMS.COM CELL 631-879-2851 —OFFICE 631-924-0500 October 2011, 2020 7-est o"t lvoti'ce Inland Homes Site 315 Vestphalia 2485 Bay Avenue Mattituck NY 11952 Mattituck NY 11952 631-298-9696 Inlandhomes@optonline.net Description Target Unit Test Result Compliance Pass/Fail Duct Blaster Test— 86< CfM15 2,152 sf 84 cfm"=4/100 sf 2015 IECC 403.3.4<4 cfm/100 sf(Prescriptive— Pass Total Leakage Mandatory does not have a compliance target) Duct,Blaster Test— 86< tfmls 2,152 sf 72.CfM15 =4/100 sf HERS Rating Method Pass Leakage To Outside Blower Door 1,293 < CfM50 25,877 v 1,221 cfm10=2.833 ACH 2015 1 ECC 402.4.1.2<3 ACH Pass Test Out Conditions—68 IF indoors-67 IF Outdoors, No Wind—Standard Level of Accuracy—RESNET Multi Point Test Performed [10-20-2020] 1. Anthony Jones, Certified HERS Rater#3808022, Tested and Verified the above structure and certify compliance with 2015I CC as a ed by NYS HERS Rjaf- BA, BE, HP, ASHP .y =_ FOUNDATION (IST) 'FOUNDATION (ZND) I Il�r� ROUGH FRA.MIN�3 Mlii ♦ - PLUMBING tillARM,montil - '' INSULATION PER N.Y-. STATE ENERGY . MTV SLI/1�i�� AI)DITfO—Na COMMENTS P,reswi Ira min • IL. • Y 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 South oldtownny.gov PERMIT NO. 31 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form (� q Contact: Approved S Ok ,20r� f Mail to: Disapproved a/c p �" Phone: 157 6 6 3 I Li3 oZ.S Expiration 120 (J �-_ � ' "`-" ° Building nspector 1 MAY 1 4 2019 17PLICATION FOR BUILDING PERMIT Date S �� `� , 20 d INSTRUCTIONS TOWN Or' SI.1L1't!13-1'J,� 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. Q (Signature of applicant or name,if a rporation) dao! 1�ancock Adt- Fmnk1;h &1 r (Mailing address of applicant) /0 t G State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder © W nPl/ Name of owner of premises Da l aha t/J l e r re�l��'i M .5 (As on the t x rol'or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title'of corporate officer) Builders License No.- Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be do�nle- S Jia 11-H House Number 'Street Hamlet County Tax Map No. 1000 Section f�{� Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises�n0d}intended use and occupancy of propose construction: a. Existing use and occupancy o� l� a le b. Intended use and occupancy-J-8 ,4-y?t{ � �ca � 3. Nature of work(check which applicable): New Building Addition Alterations Repair Removal Demolition Other Work (Description) 4. Estimated Cost �a6,9 ,p e2- 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 a2 o Rear aS Depth qS_ Height s' Number of Stories P, Dimensions of same structure with alterations or additions: Front , -Rear— f Depth qj Height a s Number of Stories 8. Dimensions of entire new construction: Front ! Rear ! Depth �G Height AS- Number of Stories ` r 9. Size of lot: Front 1 O,1 I Rear 0 5 ! Depth 33 y,32- 10. Date of Purchase /!I 7 g Name of Former Owner ` "" t"' 1`.f 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V a y a nae e d t-; 13. Will lot be re-graded? YES NO_Will excess fill be removed from premises?YES NO 14. Names of Owner of premises PArf- d trrdtr iX Address o �4 h �c `-�-Phone No. v°'1 G q�8 o S-� 6? Name of Architect c �rl es Tc,.a a i" g Y 4&,/ AddressPas r�games r e, t Wl Phone No 63►l-7 - 7W Name of Contractor 1,n 4a--,J d 1 o mes Address M<,+u c.k, 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.— W - b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAYBE REQUIRED. - o bac ne 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide'topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO-/)( * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, ! C®NNIS D.BUNCH (S)He is the Notary Public,State of New York No 01RU6185050 (Contractor,Agent, Corporate Officer, etc.) Qualified in Suffolk County ".Rrnrnission Expires April 14,2 () of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. orn to before me this V day o 20 I e e'u—C "V4 Notary Public Signature of Applicant 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 Southoldtownny.gov PERMIT NO. Check Septic Form 1 N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: I, Approved ,20 Mail to: }r, R 04AS Disapproved a/c 'Ro�� -27 c,Aµtt I-)Y 11747 Phone:!%o —7_ez—35-4 D LcM:l Q�__ I�11 U V19 5 at P p Y-4 it But ding ns ctor _ _ IA OCT - 2017 PPROALAPPLIC APPLICATION ION FOR BUILDING PERMIT AUIELDIING DERT. Date .� Z , 20L-7 TOWN OF 50IJTHOL6INSTRUCTIONS 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 steal I 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 amehdments-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 co 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, age t architect ngineer, general contractor, electrician, plumber or builder Name of owner of premises T� � cri.D LLQ{ (As on The tax roll or latest deed) If applicant is a corporation;,:signature,of duly authorized officer (Name and.iitle.;of'corporate'officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of and on which proposed work will be done: J t House Number Street Hamlet' �K— County Tax Map No. 1000 Section Block 04- Lot Q Cp Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy i 6 f=F 7e-e— t b. Intended use and occupancy �� 962/-n (f- 3. Nature of work (check which applicable): New Building Addition ✓' Alteration (� Repair Removal Demolition Other Work (Description) 4. Estimated Cost, Ot90 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. [s 7. Dimensions of existing structures, if any: Front 2.o Rear 25 Depth 1*- Height Number of Stories 12- Dimensions of same structure with alterations or additions: Front 2-� t' Rear i i o Depth l - . 5 EN a +N J t�u" � i Number-of Stories 8. Dimensions of entiree�v construction: Front 2 Rear Depth =n Height 2_0' Number of Stories 12- 9. C 1 9/ [ 1 (0 Depth -3 3 1 1 9. Size of lot: Front_ [ 1 Rear � � 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES l' NO 13. Will lot be re-graded? YES NO 1,/Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Wb Address Phone No. Name of Architect AddressR!2� IMJA2 � XLPhone No zVb -3512 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) k-(Z " 1. 3�p 1NLA5 being duly sworn, deposes and sWiq (dhg pl applicant (Name of individual signing contract) above named, Notary Public,State of New York No.01 BU6185M (S)He is the Gen2� Cuallfied in Suffolk County Expires Ap (do ntracto ,A ent orporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this I nGl day of -l6P/k- _20� Notary Public Signature o Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 11, 2017 TO: Chuck Thomas (Stanley) PO Box 877 Jamesport,NY 11947 Please take notice that your application dated October 2, 2017: For permit to construct additions and alterations to an existing single-family dwelling at: Location of property: 2485 Bay Avenue, Mattituck,NY County Tax Map No. 1000—Section 144 Block 4 Lot 6 Is returned herewith and disapproved on the following grounds: The proposed construction to this existing single-family dwelling, on a non-conforming 34,273 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124,non-conforming lots,which states lots measuring 20,000 to 39,999 square feet in total size require a minimum side yard setback of 15 feet. The construction has a minimum side setback of±14.2 feet. In addition, the existing 12.3'x12.1' accessory shed is not permitted pursuant to Article III, Section 280-15, which states; accessory buildings and structures shall be located in the required rear yard. The proposed additions results in the existing accessory being partially located partially in the side yard. Authorized Signa re Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 11, 2017 RENEWED: March 23, 2018 TO: Chuck Thomas (Stanley) PO Box 877 Jamesport,NY 11947 Please take notice that your application dated October 2, 2017: For permit to construct additions and alterations to an existing single-family dwelling at: Location of property: 2485 Bay Avenue, Mattituck,NY County Tax Map No. 1000— Section 144 Block 4 Lot 6 Is returned herewith and disapproved on the following grounds: The proposed construction to this existing single-family dwelling, on a non-conforming 34,273 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots, which states lots measuring_20,000 to 39,999 square feet in total size require a minimum side yard setback of 15 feet. The construction has a minimum side setback of 114.2 feet. In addition,the existing 12.3'x12.1' accessory shed is not permitted pursuant to Article III, Section 280-15, which states; accessory buildings and structures shall be located in the required rear yard. The proposed additions results in the existing accessory being partially located partially in the side yard. - Authorized Sign re Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. A .. BOARD MEMBERS OF SOU Southold Town Hall L'esl'ie Kanes Weisman,Chairperson O�� lye. 53095 Main Road-P.O.Box 1179 h O Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor,Capital One Bank Robert Lehnert,Jr. • �O� 54375 Main Road(at Youngs Avenue) N' olas PlanamentoCOU Southold,NY 11971 4 h4://southoldtovimy.gov AUG 2 1 2018 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD BUMDING DEPT. Tel.(631)765-1809-Fax(631)765-9064 DECEIVED x,71 P; Ar�y�nTn FINDINGS,DELIBERATIONS AND DETERMINATION 1 NP7V1 A � � � 2018 MEETING OF AUGUST 16,2018 0. . i ZBA FILE: 7180 uthold Town Clerk NAME OF APPLICANT: Frederick and Dale Stanley PROPERTY LOCATION: 2485 Bay Avenue,Mattituck,NY SCTM No. 1000-144-4-6 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 20, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated July 19, 2018. Based upon the information provided on the LWRP Consistency Assessment Form, as well as the records available, it is recommended that the proposed action for the dwelling being less than the code requirement minimum is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 34, 273 sq. ft. parcel located in an R-40 Zoning District. The property is rectangular in shape until it meets James Creek to its east. The lot had 90. 1 feet of frontage on Bay Avenue along the westerly property line, then runs 438. 65 feet east along the northerly property line to James Creek. The property then has 151. 16 ft of frontage on James Creek,then returns 334. 32 feet along the southerly property line to Bay Avenue. The existing house was built sometime in the late 40's or early 50's. A certificate of occupancy was issued in 1976 for the structure. There is currently 2,134.9 sq. ft. of existing buildings on the property, all with proper Certificates of Occupancy. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; Article XXIII, Section 280- 124; and the Building Inspector's March 23, 2018, Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling; at; 1) additions to the dwelling located less than the code required minimum side yard setback of 15 feet; 2) existing accessory shed located in other than the code required rear yard; at: 2485 Bay Avenue (Adj. to James Creek), Mattituck, NY. SCTM#1000- 144-4-6. Page 2,`August 16, 2018 Stanley, #7180 SCTM No. 1000-144-4-6 RELIEF REQUESTED: The applicant requests a variance to reduce the side yard setback from the required 15 ft. to 14. 2 feet in order to construct a second floor addition located over the existing residence. In addition, the applicant requests a variance to maintain the existing 12.3 ft. by 12.1 feet accessory shed which will be partially located in the side yard instead of the required rear yard because of the proposed wood deck to be attached to the rear of the dwelling. ADDITIONAL INFORMATION: The property is located in a neighborhood adjacent to James Creek on its eastward side. The houses in the area are a mixture of summer cottages, and larger full-time homes. The subject property has been in the owner's family since the late 1940's. Included with their submission, is a letter from the Southold Board of Town Trustees, dated February 27, 2018, which stated that the proposed additions were outside the jurisdiction of the Trustees but advised that no disturbance was allowed within 100 feet from the top of the bluff. A letter was received on July 20, 2018 from an owner of a neighboring parcel conveying support of the proposed construction. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 2,2018 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law X267-b(3)(b)M. Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. As stated, the subject property is located in a residential neighborhood comprised of small summer cottages and larger full-time residences. The nature of the relief requested is for a second-floor addition over an existing one-story section of the structure. There is already a second story to the house, and the addition would just enlarge this section without going outside the footprint of the house. 2. Town Law X267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The proposed construction would take place above an existing legal first floor of the residence with a non-conforming side yard, thereby requiring variance relief. The shed is currently in the rear yard, but due to the proposed construction of the rear deck would place this building partially outside of the required rear yard as required by code. 3. Town Law &267-b(3)(b)(3). The variances granted herein are not mathematically substantial, representing 1.8% relief from the code. However, due to the fact that the proposed second floor addition sits above an existing first floor,the relief is minimal 4. Town Law &267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. ' 5. Town Law $267-b(3)(b)(5). The difficulty has NOT been self-created. The applicant's s family has owned the subject dwelling since prior to zoning which, when implemented, created the current nonconforming side yard setback. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second floor addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3-, tiugust 16, 2018 Stanley, #7180 SCTM No. 1000-144-4-6 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Lehnert, seconded by Member Acampora, and duly carried,to GRANT the relief as shown on the survey prepared by Peconic Surveyors, last revised June 2, 2017, and the architectural drawings prepared and stamped by Charles Thomas, Architect, labeled A-1 and A 2, dated July 14, 2016. SUBJECT TO THE FOLLOWING CONDITION: 1. The proposed wood deck shall remain unenclosed and open to the sky . Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in,this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson),Dantes,Acampora,Planamento and Lehnert. This Resolution was duly adopted(5-0). /J Leslie Kanes Weisman Chairperson Approved for filing P17 /2018 Michael J.Domino,President �*OF SOUTy� Town Hall Annex John M.Bredemeyer III,Vice-President h0 l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski • Telephone(631) 765-1892 Greg Williams D Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD -rF 711 ® February 27, 2018 APR 1 1 2010 -'T. Dale Stanley B xc, f 1001 Hancock Avenue Franklin Square, NY 11010 RE: 2485 BAY AVENUE, MATTITUCK SCTM#: 1000-144-4-6 Dear Mr. Stanley: The Southold Town Board of Trustees reviewed your letter dated February 5, 2018 and the survey prepared by Peconic Surveyors, P.C., dated June 2, 2017, and determined that the proposed alterations and additions of your home are out of-the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. --- -- - -- --- --- ----- Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundaryand the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. 2 �16 , This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Michael J. Domino, President Board of Trustees MJD:dd NEW YORK STATE,DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY 0 Stony,Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 R(631)444-0360- www.dec.nygov TIDAL WETLAND LETTER OF NON-JURISDICTION March 8, 2019 Dale A. Stanley D !m D � 1001 Hancock, Ave. DD Franklin Square, NY 11010 APR 1, 2 2019 Re: DEC ID# 1-4738-04668/00001 Stanley Property , . k� 2485 Bay Ave. TOWN®F 8® 0LD Mattituck, NY 11952 SCTM: 1000-144-04-06 -- _---D_ear_Applicant:____ =-- - ------ - - -- -- -- - - -- - -- -- -------- -- ------ - - - -- Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of the referenced property, landward of the 10-foot elevation contour line, as shown on the survey by John T. Metzger, dated April 26, 2016 and last revised May 22, 2018, is beyond.Article 25 (Tidal Wetland)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetland jurisdictional boundaries, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are'taken to prevent any sedimentation or other alteration,or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundaries and your project (i.e. a 15' to 20' wide construction area) and/or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, Laura F. Star Regional Permit Administrator cc: BMHP-TW File NEWYORK Department of gTo ouNrrr Environmental Conservation s Russell � � F O IR IM�1[\�v NIEIR� Scott A. R �A�GI)EI��IUEI�'7[' SUPERVISOR a AMIA\� SOUTHOLDTOWN HALL-P.O.BOX 1179 C Town of Southold 53095 Main Road-SOUT HOLD,NEW YORK 11971 0� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES TIES PROJECT INVOLVE ANY OF THE FOI.WWING: (CHECK ALL THAT APPLY) Yes No ❑®' A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground'surface. ❑® 'B, Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. , 0T,C, Site preparation on slopes-which exceed 10 feet vertical rise to 100 feet of horizontal distance. [:][g D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 5' 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 wit your Building Permit Application. S.C.T.M. �`: 1000 Date APPLICANT- (Property Owner,Design Professional-Agent,Contractor.Other) District S141 '4q 1 NAME: � Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information rr Reviewed By: — - - - - - - - - - - - - - - - ,— Date: Property Address /Location of Construction Work: Approved for processing Building Permit. — — qg J Ql/ — — Stormwater Management Control Plan Not Required. M 4-,q ; Ota k NY sz ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM '" SMCP-TOS MAY 2014 lOt,� BUILDING DEPARTMENT-Electrical Inspector .�� TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone(631) 765-1802 - FAX(631) 765-9502 roger.richertO-town.southoid.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ,�,�, �,,`�( ct� t 1(, Date: .- / d Company Name: i : Y-/ ` c /4,, fell Q --12 I r- '511 Name: License No.: c-/-2 L? ��yl�- _ email: - Address: o oma 3( � 1'U �� J �-c y 1 7 Phone No.: la-31 - -2-7 4- t- JOB SITE INFORMATION: (All Information Required) e Name: Address: y / :12, iY—t, OELL Cross Street: /o,'t�p- Phone No.: _ Z7 4. Bldg.Permit#: L13 7 J- Y email: Tax Map District: 1000 Section: Block: L( Lot: BRIEF DESCRIPTION OF WORK(Please Print C early) Circle All That Apply: Is job ready for inspection?: YES X'N6:) Rough In Final Do you need a Temp Certificate?: YE�/ NO Issued On Temp Information' (All information required) Service Size h �� 3 Ph Size: �o A #Meters^�— Old Meter# C ew Se - Fire Reconnect- Flood Re �ecti-Service Reconnected -Underground-Ovefiead derground Laterals 1 2 H FramePole Work done on Service? N Additional Information. PAYMENT DUE WITH APPLICATION I 82-Request for Inspection Form As �- BUILDING DEPARTMENT-Electrical,Inspector TOWN OF WUTNOLD ; Town Hall Annex-54375 Main Road'- PO Box'1179 Southold, Nein York 11971-0959 " Telephone (631) 765=1802°- FAX(631) 765-9502 rocler.richer(O own.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �,,�, ,�,`�( c c I Date: Company Name: 14, t Name: License No.: �7 L ~/1i1� email: Address: Phone No.: 63/ - -2 3 4-- 6 L 9J- JOS SITEINFORMATION: (Ail Information Required) Name: ddhss: .2 y AL v� ic. Fv �� ' Prbss Street: Phone No.: / � 2_ 4. -•� zg'� 4§ Permit##: `7'� email: ;ax:Map0strict: 1,000 $fiction: 1310,2c• Lot BRIEF DESCRIPTION v017 WORK(Please Print��Ceady) Circle All That Apply. Is job ready for inspection?: YES N Rough In. Final 'Do you need a Temp Certificate?: �V/ NO Issued On Temp informadon: . (All information required) Service Size h�;, .v 3 Ph Size: 2-0O A #Meteis �_ Old Meter# C 11 1 ew S -Arse Reconnect-Flood ReconQect-Service Reconnected-Underground-Overhead erground Lateral s 1 2H Frame Pole Work done on Service? N Additional Information. ' -- __-- ---- __�IfE_1lyITH-APPLICAT ION /O \ /0- 91�( 82-Request for Inspectkm Farm-As PERMIT# Address: Switches N. Outlets 04'( Surface, Sconces H H's011V UC Lts Fans �- Fridge t HW Exhaust 'l I ✓L� Oven Dryer ve-)DW , ServiceSmokes - ��. C �- Carbon Micro Generator Combo 1 'Av� Cooktop Transfer AC I AH l Mini Special: Comments C �� ° CSC r®O"!1 E Town Hall Annex ;' * Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT f NOTICE-OF UTILIZATION_OF-TRUSS TYPE`CONS–TR-ICTION. P_REwENOINEERE _ _—_ WOOD CONSTRUCTCONl.1�Nt OR TIMBER-CONSTRUCTION-_ w Date• Owner:. Da l Location of Property:,._ q 8� k �. a 1 S Z � Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): x Truss type construction (TT) Pre-engineered wood construction (PW) f Timber construction (TC) t 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): al-2_ _S_` ayl Capacity(check applicable line): Owner Owner representative _ TrussReg15.docx Effective 1/1/2015 i > 611 DIAMETER REFLECTIVE WHITE REFLECTIVE RED PANTONE#187 r r ' � 5 t k i #7 f E � ; 1/211 s The construction type ST tlRE de!s gnation shati be _ - cc 11111' c W"or Wll to indicate the construction c'lassification of the structure under bESIGHAT'104 FOR, STRUCTI�MLA section sot of the BCN1rs COMPtJ1 EN'-8 THAT ARI OF TRU..'$$' TYP.l5 �;0 STRUCTION "F91 FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS ., � ■ Www ROOF FRA1111ijkb ouK- 1 ITR FLOOR AND ROOF FRAMING STANDARDS AND CODES U JAN rug�1u TOWN OF S®UIU®IrD "d 1 9(75 CPRE�� GV�G ti° ��32* 57- 2=30 to,6 e0 s+'P� ���•rlP��' O�G1��G' k� �c 3 oRNOIA Vk M��t MPRH oa � 2 4'D00 o� /GO 6 F • ° G°�a oa A N s 0 Mf G°NP .-353 G°N R^O JG p K 6G°VE 2p ,6 3 P N6 z %' NF � — �� OOD ZONE LINE ' � 0 GRAVEL `� �a , o� o `��►�� w� t 0-' \ f� sr o �1G• SIAL 0.- so R ..� O \ c+ BOGOJAC i SUR VE Y' OF PROPER T Y at MATTITUCK DISAPPROVAL TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y, 1000-144-04-06 � -- SCALE: l'=40' � J���S APRIL 26, 2016 N/GVgEL V.S 'Ly o,^-�zi i�►r�o JUNE 2, 2017 (PROPOSED ADDI TIONS) t;PJAI- n��vOlepR�yp�gZ, s>>y ,?30 S 0��NG,N�g" R 3 Jac nE VNf ' ►or",ii �0.2 v� .�15l,16, eoCs oil -)2 es.tv � \ 0 -9 X10 c � " 'O m `` G S(God.,d ` A 5 001.2c pr �a `` �,w•�` 00� o Ns6 t r,0 ZONF o �Oypy�L � \ fieN 'r S 000 ZONE UNOt� 0• O.A p .�pN G � �L� 7 C�fAS�' 1''bc 1��► O• °�.. 0.5 N' 1�I tion '��y yyyti� P`NE "IGNGNS°ty 0S, �O 1.pRR t NG at A ORM Gym+ <O 16 X2-7 0 ',q,�" °�. �,s �R ES 5, P \ SAt-�E ��1GLP G .�. ,'C� 1 P `��'� �' �- •h5 tib �i ec wle ,rof Ss6 1-010 � � 1p- ' v0 '►? / \ 9z0 s o t Zo y X01Aa . pL ACE LLE g�A g0 Age LEY . 8 LOT NUMBERS REFER TO "MAP OF LIDA BARTLEY` SUFFOLK COUNTY FILE NO. 770. TEST HOLE DATA FLOOD ZONE FROM FIRM MCDONALD GEOSaENCE 36103C0481H 02/25/16 EPT. 29, 2009 BROWN SILTY SAND SM ELEVA 77ONS ARE REFERENCED TO NA VD 88 0.3' = ft-RANDS FLAG PALE BROWN FINE SAND SP ® = MONUMENT .YS. LIC. NO. 49618 ANY AL7FRA770M OR ADD177ON TO THIS SURVEY IS A WOLA77ON WATER IN PALE BROWN FINE SAND SP ECONIC SU OR�•Q?.fflOX 909 OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. AREEA s 34,273 SQ" FT. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER70CARONS OR _ 0.787 ACRES P 0. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 17" t0 TIE LINE 1230 TRA VELER STREET t� WHOSE SIGNATURE APPEARS HEREON. NOTE. WATER ENCOUNTERED 12.1" BELOW SURFACE SOUMOLD, N.Y. 11971 16-0116 SURVEY OF PROPERTY at MA TTIT UCK TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-144-04-06 � SCALE: 1'V-40' APRIL 26, 2016 N/GvgELL55 �y YAGGAs'"0 JUNE 2, 2017 (PROPOSED ADDI TIONS) vgEL� S7 � 30 7 KPN� L 1NG 6e SERMINNG„ 33�32 �2 E R f(/N 5 p \QJ� o�NOpRP G°NSGN pN0$NMN oN MpR !3 =16_ f,T10 ti NPO moiy` R oNG '9 S i li \ 6 P�oS c s f� eF1 E�3f A1313A131365 t/ fE0•�N• +Gf6�'�s \ \ ` G°�R •RttpcoA 7.0' oE ,0• GoNP� •Gs \ 5 fItA. °N y� <O 6o� . '6G t <0���� 01, NOLE - � sCK w 0.3 FLOOD ZONE LINE < �� 13 fi -^,Cci Qd�o $ a OE w 2 N �� ––– � � � -v� 2� 9� �-�yas�. ,;�< � �a► �, Mo. � 0 5 ��` N/G f C GN +\+ \ O OON 1 GRAVEL <<GG°G `GN f °i i ��itl� '�, Z� .F• 9 tis O <O ' / ���� ��/C, o� '•r �"E ---- X�`'S GONG � � �t9 N��+°f PV11� "1N \ E o. / `o'� <� �iS� 2J%o���-/��,�"/J`�, 9�����T���,�'`C��o O�. �f;,�• 66 95,OfEN sX51. P°Rc NOG OG -9 0 COR. EEUNG°Po ° p O l N 40�ppG Ar 1,01 %,0, \. \ �- - - — EENF \e� C, P�{ GR LLANG pR4O O H L 01 <</ 9T�-0 11 101 S E pL ACE ELL A� g oC� LEY go BAge Bldg Dept copy from ZBA Final reviewed dQtl+rpents LOT NUMBERS REFER TO "MAP OF LIDA BARTLEY' $BA SUFFOLK COUNTY FILE NO. 770. t7ate; �0 TEST HOLE DATA FLOOD ZONE FROM FIRM McDONALD GEOSCIENCE #J6103C0481 H 02/25/16 SEPT 29, 2009 BROWN SILTY SAND SM ELEVA 77ONS ARE REFERENCED TO NA VD 88 0.3' = WETLANDS FLAG k ; C f49fiTsrC� PALE BROWN nNE SAND SP ® = MONUMENT 12.1' Y. LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION WATER IN PALE BROWN FINE SAND SP SONIC,SU Y f��° (SOX 909 OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. AREA 34,273 SO. FT. �: 9 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS p (6 �`:`': 65 020 (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 17' OR = 0.787 ACRES P•o��j��949fT, SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR to ME LINE 1230 TRA'VEL STREET WHOSE SIGNATURE APPEARS HEREON. NOTE: WATER ENCOUNTERED 121' BELOW SURFACE SOU THOLD, N.Y. 11971 16--012 SURVEY OF PROPERTY a t MA TTITUCK Def` ���1 DD TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-144-04-06 SCALE: 1 0-40' TOWN OF SOUTlaQ!;D e�j�22 APRIL 26, 2016 � 5,V, cam � GAJUNE 2, 2017 (PROPOSED ADDITIONS) NN G�B , 57772, a —,8'"� MAY 22, 2018 (TOPOGRAPHY) K PNE ���N , }NEo 33A• � �o f Cj� pV� ,�P� pE�RG 1NG. } 1) nE �7Ps U�S1NE��k BO JN�NtP '&A N �0. a c 15>16' }}os pRNM oN �, h f'100 '100ro o B yl ) t) } MH 10 -- ----- aFZ�IvF EDGE�µE7L gNps W; Q , Oce RING COVER �—6 AF 4— ----------- V 6��� • ,�P� rC0 -- e - N• G•�F.�s. �3 °yt�G�G'9 wok +��,. \ _--e- \ �-\ GOER GE v�\fyy \ �O ���\ \ 2 9 Eti�o sso2s 7p s� 1°o _----- \ \+Gy, GONGp00�/ ------------ f6NGE \I cry O '92�y�'�y •38,3Q G P GON \\�� �0 C-)0 66 O ~a � K Z ' \FLO\OD ZONE LINE p6G 3 N \ \ OJO "1015 l0I NooN 6 ' Sci GRAI�EC1,E�GN1014 14 s S,?o C. NGE co s (�\ E Fo. �y o \NG �"6 psi �`�nR �y f� \ >` \ -P G� \ O.C_ORµ y \ O ?I \G ,. p� `may\ Oji \ `1 \ �. two, A £. xls p colic _/ �o N�0 \3 i / .o/ 2 C�C�i �l �y N E G J' pRGN O `'CLP GN�1N \ \ COR. . � E��,,`,�. . ' �•f SPS tAG1'P � � y�,rjf.�oo. oe b. P° 91. 00,5 ��-'' R RRNCE ANG `\ ����ti /s s ��,� '�� �56 �o f ..--• ' • RO��N GREEG of SSE cl 'J• A 1-01 0 y ' � o Vol �s LLE pL � C�.E gpA go Age LEY 8 LOT NUMBERS REFER TO "MAP OF LIDA BAR7LEY' SUFFOLK COUNTY FILE NO. 770. TEST HOLE DATA FLOOD ZONE FROM FIRM McDONALD GEOSCIENCE #36103C0481H o2/2s/�s SEPT. 29, 2009 BROWN SILTY SAND SM ELEVA TIONS AND CONTOUR LINES ARE REFERENCED TO NA VD 88 0.3' of Mr-vd rr� = WETLANDS FLAG C ! p PALE BROWN FINE SAND SP • ® = MONUMENT 4. N.Y.S. LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION WATER IN PALE BROWN FINE SAND SP P COl1�/C•%S YEYOR •Q?(SOX 909 OF SECTION 7209OF THE NEW YORK STATF EDUCATION LAW. AREA 34,273 SQ. FT. �j EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CERTIFTCAT/ONS OR = x.787 ACRES s � �r� t 20 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 17' P.C3: BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR to TIE LINE 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. NO TE. WA7ER ENCOUNTERED 12.1BELOW SURFACE • SOUTHOLD, N.Y. 11971 6-012 ^ REScheck Software Version 4.6.4 Compliance Certificate Project Stanley Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 270 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Bay Ave Mr.& Mrs. Fred Stanley Charles Thomas Mattituck, NY Charles Thomas R.A. PO Box 877 Jamesport, NY 11947 631 727 7993 cdthomas63@aol.com Compliance 8.9%Better Than Code Maximum UA• 112 Your UA. 102 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home r Envelope Assemblies Gross Area- Cavity Cont. Perimeter Wall 1: Wood Frame, 16" D.C. 352 21.0 0.0 0.057 11 Orientation. Unspecified Window 1:Wood Frame:Double Pane with Low-E 42 0.310 13 SHGC- 0.29 Orientation: Unspecified Window 2:Wood Frame:Double Pane with Low-E 110 0.310 34 SHGC: 0.29 Orientation: Unspecified Wall 2: Wood Frame, 16" o.c. 416 21.0 0.0 0.057 24 Orientation: Unspecified Ceiling 2: Flat Ceiling or Scissor Truss 306 49.0 0.0 0.026 8 Floor 1: All-Wood J o ist/Truss:Over Unconditioned Space 283 21.0 0.0 0.044 12 Compliance Statement: The proposed building design described here is consisten c�� Is specifications, and other calculations submitted with the permit application.The proposed building b s �eor��e� ; 015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requiremen Ist d check Ihhsp�e till ChecklistAVM4�� . l!f 9` i x ��� 'M Name'-Title Ignatu 4�#a`��,�%.'� " Date Project Title: Stanley Residence Report date: 04/15/19 Data filename: C:\Users\Fred\Documents\REScheck\Stanley addition.rck Page 1 of 9 z REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 :documentation demonstrate ❑Does Not [PR1]1 :energy code compliance for the 19) :building envelope.Thermal {❑Not Observable ; ;envelope represented on _ ,. ❑Not Applicable construction documents. 103.1, ,Construction drawings and = ❑Complies , 103.2, :documentation demonstrate ❑DoesNot 403.7 !energy code compliance for i [PR3]1 ,lighting and mechanical systems. "`__ _ ❑Not Observable ;Systems serving multiple ❑Not Applicable :dwelling units must demonstrate ! !compliance with the IECC ! 'Commercial Provisions. - ' 302.1, Heating and cooling equipment is: Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr !❑Does Not ! [PR2]z ;on loads calculated perACCA ; Cooling: Cooling: ! w ' Manual J or other methods ! Btu/hr Btu/hr ❑Not Observable , approved by the code official. `❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) �Q,1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Stanley Residence Report date: 04/15/19 Data filename: C:\Users\Fred\Documents\REScheck\Stanley addition.rck Page 2 of 9 'Sec !on # Foundation,lnspection Complies? Comments/Assumptioris & Req.:D 303.2.1 A protective covering is installed to ;❑Complies �[EO11]2 ;,«;J'protect exposed exterior insulation ❑Does Not +and extends a minimum of 6 in. below grade. ;❑Not Observable ❑Not Applicable a 403.9 Snow-and ice-melting system controls;❑Complies [FO12]2,a �,I installed. ❑Does Not ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Stanley Residence Report date: 04/15/19 Data filename: C:\Users\Fred\Documents\REScheck\Stanley addition.rck Page 3 of 9 Section Plans Verified Field Verified #. Framing,/ Rough-in Inspection Complies?, Comments/Assumptions & Req.7D Value' Value ry 402.1.1, ;Glazing U-factor(area-weighted U- U- ,❑Complies ;see the Envelope assemblies 402.3.1, ;average). :❑Does Not ;table for values. 402.3.3, 402.3.6, ; ;❑Not Observable 402.5 ; ;❑Not Applicable [FR2]1 1�1 1 1 1 I 1 ! I I 1 1 303.1.3 ;U-factors of fenestration products ��,, , ; �°,.`; - ° °❑Complies [FR4]1 !are determined in accordance °�n,�, T� ,gr";. ; '� ❑Does Not :with the NFRC test procedure or f U !taken from the default table. i i❑Not Observable 'I❑Not Applicable ! _ 1 402.4.1.1 :Air barrier and thermal barrier i ❑Complies [FR23]1 ;installed per manufacturer's = )❑Does Not instructions. tiJ ❑Not Observable ; ❑Not Applicable 402.4.3 1Fenestration that is not site built ,. ;•,,,,�,� `� �� �_ °'I❑Complies [FR20]1 :is listed and labeled as meeting _ ❑Does Not !AAMA/WDMA/CSA 101/I.S.2/A440 Cot dor has infiltration rates per NFRC , , „�� �, ems,❑Not Observable ; 400 that do not exceed code ' ❑Not Applicable !limits. 402.,4:5 IC-rated recessed lighting fixtures _ � �°. ` ° ,� 9 9 < < '�: ��`�:� ,:�;a,_ _. ,❑Complies , [FR16]� ~sealed at housing/interior finish i �•_ `„ ' �� ❑Does Not and labeled to indicate s2.0 cfm `� leakage at 75 Pa. _ :_,_ _ _• E1 Not Observable [` �J " ' v!❑Not Applicable ! 403.2.1 i,Supply and return ducts in attics - ❑Complies [FR12]1 !insulated >= R-8 where duct is ;-, ;- _ ❑Does Not ! >= 3 inches in diameter and >= U ;R-6 where < 3 inches. Supply and ❑Not Observable ; 1 return ducts in other portions ofApplicable !the building insulated >= R-6 for 41 diameter>= 3 inches and R-4.2 :for< 3 inches in diameter. 403.3:3.5 'Building cavities are not used as _ ❑Complies ,[FR15]3 ducts or plenums. ❑Does Not J '{ 4 ❑Not Observable !❑Not Applicable 1 403.41' ;HVAC piping conveying fluids R- R- ,❑Complies ; [FRI.•7]?,."1{above 105 °F or chilled fluids ! !❑Does Not ! °below 55 °F are insulated to >_R- 1 ❑ 3 ; Not Observable1 . ; ❑Not Applicable 403.4.1 1 Protection of insulation on HVAC ❑Complies [FR24]1 1 piping. ❑Does Not iDNot Observable a.; ❑Not Applicable 403.5:3 I Hot water pipes are insulated to R- , R- ;❑Complies [FRi8]� R-3. ;❑Does Not ;❑Not Observable ENot Applicable 403. _ ,Automatic or gravity dampers are`` ❑Complies 6 [FR19]2 • ,!installed on all outdoor air = ZIDoes Not intakes and exhausts. t` ❑Not Observable ; f - , PNot Applicable ! Additional Comments/Assumptions: 111 High Impact(Tier 1) =,2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Stanley Residence Report date: 04/15/19 Data filename: C:\Users\Fred\Documents\REScheck\Stanley addition.rck Page 4 of 9 1 High Impact (Tier 1) �2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: Stanley Residence Report date: 04/15/19 Data filename: C:\Users\Fred\Documents\REScheck\Stanley addition.rck Page 5 of 9 Section Plans Verified Field Verified` # Insulation Inspection Complies? -Comments/Assumptions & 116q,113116q,113 , "'Value: Value 303.1 !All installed insulation is labeled ;, _ ❑Complies [IN13]2 or the installed R-values - I❑Does Not 3provided. ❑Not Observable _ ❑Not Applicable 402.1.11 I Floor insulation R-value. R- R- !❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ;[]Does Not ;table for values. [IN1]1 i ❑ Steel ❑ Steel �tl i ,❑Not Observable , ❑Not Applicable 303.2, ,Floor insulation installed per ., ' ❑Complies 402.2.7 :manufacturer's instructions and - � �' "` �° !❑Does Not [IN2]1 I in substantial contact with the co underside of the subfloor, or floor : ❑Not Observable j ;framing cavity insulation is in c._- _, = ❑Not Applicable !contact with the top side of !sheathing, or continuous insulation is installed on their..,+ !underside of floor framing and = extends from the bottom to the f !top of all perimeter floor framing members. " ) , 402.1.1, !Wall insulation R-value. If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the ❑ Wood ❑ Wood !❑Does Not ;table for values. 402.2.6 !wall insulation on the wall [IN3]1 :exterior,the exterior insulation !E] Mass ❑ Mass ;❑Not Observable requirement applies (FR10). !❑ Steel ❑ Steel !❑Not Applicable ! , , 303.2 jWall insulation is installed per ? u ❑Complies [IN4]1 !manufacturer's instructions. _ , �' I❑Does Not ! ❑Not Observable ! d❑Not Applicable ! Additional Comments/Assumptions: 11 High Impact(Tier 1) 2,`Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: Stanley Residence Report date: 04/15/19 Data filename: C:\Users\Fred\Documents\REScheck\Stanley addition.rck Page 6 of 9 Sections Plans Verified' Field Verified ` Final In pection-Provisions',,_ Value : •Vaiueti .° 'Complies? Coniinents/Assumptions Req 16, 402.1.1, :Ceiling insulation R-value. R- ; R- ,❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, 1❑ Steel ❑ Steel :❑Not Observable 402.2.6 [FI1]1 ❑Not Applicable i i 1 I i 7 i i I ! ! 1 1 9 p ,i° . :: a°`== "-- -- �,,;.;,'•', ❑Complies ; 303.1.1.1,!,Ceiling insulation installed per "i .,r. 303.2 �� _ _ �.���° manufacturer's instructions. ��°��".�°��� _��`�'"� _° i " " ���❑Does Not [FI2]1 :Blown insulation marked every 300 ftp ,'' _ .- �` �� ❑Nat Observable "tea, — 43'Y ,a -�❑Not Applicable 02;1-Y "Vented attics with air permeable #❑Complies 4 ' f.' [F12,2]2- F,�iinsulation include baffle adjacent j��°°`��°� �_ ' - _� ,� � �"�,❑Does Not --to soffit and eave vents that !extends over insulation. - ;`x�� _ -°❑Not Observable - �"IDNot Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ; [FI3]1 !insulation >_R-value of the ;❑Does Not ;adjacent assembly. 1 ;❑Not Observable ; ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ,❑Complies [FI17]1 Tach in Climate Zones 1-2, and 1❑Does Not t<=3 ach in Climate Zones 3-8. ❑Not Observable t Thot Applicable 403.2.3 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [FI4]1 :cfm/100 ft2 across the system or ft2 ft2 '❑Does Not ; 1<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in E❑Not Observable ;tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. ; 403.3.2 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies [F127]1 determine air leakage with ; ft2 ft2 ❑Does Not }either: Rough-in test:Total � ;❑Not Observable i leakage measured with a ; ;pressure differential of 0.1 inch :❑Not Applicable 1 w.g. across the system including ; ;the manufacturer's air handler enclosure if installed at time of ltest. Postconstruction test:Total 1 1 1 ;leakage measured with a 1 1 pressure differential of 0.1 inch w.g. across the entire system =including the manufacturer's air ,:handler enclosure. 403.3.2.1 'Air handler leakage 9a desi nated ❑Com lies � - p [FI24]1 by manufacturer at<=2% of `�- _ ❑Does Not ; 3design air flow. ❑Not Observable -- - ' w,� �,❑Not Applicable ,403,Jel Programmable thermostats , , ,-11Complies F 19�� installed for control of primary ❑ Not1 ' .' _ = :GIE]Not Does heating and cooling systems and `,initially set by manufacturer to ,gry,,, . Observable ;code specifications. ❑Not Applicable 403102 `aa Heat pump thermostat installed �� ° __ - °"*�'�❑Complies on heatpumps. Tr_ a r a,.. � ,. A❑Does Not a ��m° ..° = ❑Not Observable �r�a❑Not Applicable ; 403:S Y',"'';,;Circulating service hot water ;_�,�� ==i❑Complies [FI11]4�,a� �1systems have automatic or r,..,�� � �,�.��, .,a„�� ra a � I ;❑Does Not i accessible manual controls. .. j --]❑Not Observable }a;' d .. R -` ❑Not Applicable 1 High Impact(Tier 1) t2 Medium Impact(Tier 2) a3 Low Impact(Tier 3) Project Title: Stanley Residence Report date: 04/15/19 Data filename: C:\Users\Fred\Documents\REScheck\Stanley addition.rck Page 7 of 9 Section_ Plans Verified Field Verified 4t" Final Inspection Provisions Value Value Comm plies? Coments/Assumptions &Re q4D 403:6x'"; jAll mechanical ventilation system s�,.° __=_ ❑Complies [FI25]? Ifans not part of tested and listed ` _ ❑Does Not I HVAC equipment meet efficacy " ? and air flow limits. i _ ❑Not Observable ❑Not Applicable 403.2, ;r« Hot water boilers supplying heat °��❑Complies [FI26]?`�e,� ,through one-or two-pipe heating r ', _ =_-i❑Does Not j systems have outdoor setback Icontrol to lower boiler water ❑Not Observable Itemperature based on outdoor ❑Not Applicable temperature. y ;403°.5.°!.!`-,Heated water circulation systems � _ ❑Complies [FI28j ',,_ ahave a circulation pump.The =� °' ❑Does Not ; �e,r 'system return pipe is a dedicated I return pipe or a cold water supply J❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are .;not present. Controls for + circulatin hot waters stem `° pumps start the pump with signal (for hot water demand within the occupancy. Controls J automatically turn off the pump jwhen water is in circulation loop I _ j is at set-point temperature and j no demand for hot water exists. 403.5.1.2 ;Electric heat trace systems t r -�❑Complies [F12912',, ',comply with IEEE 515.1 or UL -�°]❑Does Not 3515. Controls automatically 4 `Aadjust the energy input to the � � � _ � �❑Not Observable . ; 'heat tracing to maintain the ❑Not Applicable �jdesired water temperature in the h. ,piping. 403:5.2 Water distribution systems that } ❑Complies [F[30]2' j have recirculation pumps that ° DoesNot pump water from a heated water IFa, - y j❑Not ; =, supply pipe back to the heated - �_�-�� : - , �� Observable !water source through a cold `` -= ej °�❑Not Applicable �_ water supply pipe have a idemand recirculation water _; ; system. Pumps have controls ] = that manage operation of the ;pump and limit the temperature ° jof the water entering the cold Iwater piping to 1049F. 403.5:4 ' !Drain water heat recovery units ❑Complies [FI31]21Itested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat? _n, ❑Not Observable .gi . ;",9.,!❑Not Applicable recovery units < 3 psi for _ individual units connected to one or two showers. Potable water- -1 ater--j side pressure loss of drain water - I heat recovery units < 2 psi for !individual units connected to + �- P• ,; , ? • ; Ithree or more showers. [ 404.1 i75%of lamps in permanent -'❑Complies [FI6]1 !fixtures or 75%of permanent J❑Does Not !fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable ;lighting. °, !❑Not Applicable 404.14 ',Fuel gas lighting systems have , .paA)❑Complies [FI23]3 I no continuous pilot light. - , °'' e a {❑Does Not i °j❑Not Observable PNot Applicable 1 High Impact(Tier 1) c;2`;. Medium Impact(Tier 2) ,1 Low Impact(Tier3) Project Title: Stanley Residence Report date: 04/15/19 Data filename: C:\Users\Fred\Documents\REScheck\Stanley addition.rck Page 8 of 9 Section plans Verified,, Field Verifiec9 #` Final Inspection�piovisions Value Value Complies? Comrrients/Assumptioeis & RegAD ' 401.3 „_)Compliance certificate posted. „ n : , ❑Complies [FI7]2 ❑Does Not ❑Not Observable ; ! ❑Not Applicable 303.3 , 'Manufacturer manuals for JJ❑Complies [FI18]3mechanical and water heating _, ❑Does Not systems have been provided. .,, _ _ ; ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2. Medium Impact(Tier 2) 1 3;1 Low Impact(Tier 3) Project Title: Stanley Residence Report date: 04/15/19 Data filename: C:\Users\Fred\Documents\REScheck\Stanley addition.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insulation . RrValue Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Door Rating q.Faqtor. SHGC Window 0.31 0.29 Door .. Heating System: Cooling System: Water Heater: Name: Date: Comments CREScheck Software Version 4.7.1 �J( Compliance Certificate Project 2485 Bay Avenue Energy Code: 2015 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 270 deg. from North Conditioned Floor Area: 2,152 ft2 Glazing Area 24% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2485 Bay Avenue Anthony Jones Mattituck, NY 11952 Radiant Insulation Systems 390 Middle Country Road Middle Island, NY 11953 (631) 879-2851 anthonyj@radiantinsulsystems.com •,4, t' Compliance: 0.9%Better Than Code Maximum UA: 451 Your UA. 447 MMaximum SHGC: 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Flat: Flat Ceiling or Scissor Truss 1,230 19.0 30.0 0.020 25 Wall 1:Wood Frame,16"D.C. 461 21.0 0.0 0.057 20 Orientation: Front Window 1:Wood Frame:Double Pane with Low-E 89 0.320 28 SHGC: 0.32 Orientation: Front Front Door:Solid 20 0.227 5 Orientation: Front Wall 2:Wood Frame, 16"D.C. 585 15.0 0.0 0.077 41 Orientation: Right side Window 2:Wood Frame:Double Pane with Low-E 48 0.320 15 SHGC:0.32 Orientation: Right side Wall 3:Wood Frame, 16"D.C. 459 15.0 0.0 0.077 17 Orientation: Back Window 3:Wood Frame:Double Pane with Low-E 244 0.320 78 SHGC: 0.32 Orientation: Back Wall 4:Wood Frame, 16"D.C. 549 15.0 0.0 0.077 41 Orientation: Left side Project Title: 2485 Bay Avenue Report date: 11/30/20 Data filename: C:\Users\Anthony\Documents\REScheck\2485 Bay Avenue.rck Pagel of 3 Gross Area Cavity cont. Assembly or R-Value R-Valuel 'Ll-Factor UA Perimeter Window 4:Wood Frame:Double Pane with Low-E 20 0.320 6 SHGC:0.32 Orientation: Left side Wall 5:Wood Frame, 16"o.c. 171 15.0 0.0 0.077 11 Orientation: Front Window 5:Wood Frame:Double Pane with Low-E 30 0.320 10 SHGC: 0.32 Orientation: Front Wall 6:Wood Frame, 16"o.c. 180 21.0 0.0 0.057 7 Orientation: Right side Window 6:Wood Frame:Double Pane with Low-E 60 0.320 19 SHGC: 0.32 Orientation: Right side Wall 7:Wood Frame, 16"o.c. 126 21.0 0.0 0.057 3 Orientation: Back Window 7:Wood Frame:Double Pane with Low-E 80 0.320 26 SHGC:0.32 Orientation: Back Wall 8:Wood Frame, 16"o.c. 225 21.0 0.0 0.057 8 Orientation: Left side Window 8:Wood Frame:Double Pane with Low-E 84 0.320 27 SHGC: 0.32 Orientation: Left side Basement Wall 1: Masonry Block with Empty Cells 77 0.0 10.0 0.065 5 Orientation: Front Wall height: 7.0' Depth below grade: 5.5' Insulation depth: 7.0' Basement Wall 2: Masonry Block with Empty Cells 112 0.0 10.0 0.065 6 Orientation: Right side Wall height: 7.0' Depth below grade: 5.5' Insulation depth: 7.0' Door 2:Solid 20 0.227 5 Orientation: Right side Basement Wall 3:Solid Concrete or Masonry 98 0.0 10.0 0.066 6 Orientation: Front Wall height: 7.0' Depth below grade- 5.5' Insulation depth: 7.0' Window 9: Metal Frame with Thermal Break:Double Pane with Low-E 4 0.320 1 SHGC:0.32 Orientation: Front Basement Wall 4:Solid Concrete or Masonry 112 0.0 10.0 0.066 6 Orientation: Left side Wall height: 7.0' Depth below grade:5.5' Insulation depth: 7.0' Door 3:Solid 18 0.227 4 Orientation: Left side Crawl 1: Solid Concrete or Masonry 150 0.0 10.0 0.080 8 Wall height: 5.0' Depth below grade: 3.5' Insulation depth: 3.5' Crawl 2: Masonry Block with Empty Cells 355 0.0 10.0 0.078 19 Wall height: 5.0' Depth below grade: 3.5' Insulation depth:3.5' Project Title: 2485 Bay Avenue Report date: 11/30/20 Data filename: C:\Users\Anthony\Documents\REScheck\2485 Bay Avenue.rck Page 2 of 3 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building ftq,been designed to meet the 2015 IECC requirements in RESch ck Version 4.7.1 and to comply with the mandatory requiremen lis 4 EScheck Inspection Checklist. ,X-I �, -, - "e � //-SL)-;zz a e-Title ignature Date Project Title: 2485 Bay Avenue Report date: 11/30/20 Data filename: C:\Users\Anthony\Documents\REScheck\2485 Bay Avenue.rck Page 3 of 3 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 15.00 ��lkC Below-Grade Wall 10.00 Floor 0.00 Ceiling/Roof 49..0-00 Ductwork(unconditioned spaces): U Glass&Door Rating U-Factor SHGC Window 0.32 0.32 Door 0.23 CoolingHeating& Heating System: Cooling System: Water Heater:./6�[f/i`4M �o.�27i" uo..Idl- Name: oI Date: Comments 9 ELECTRICAL INSPECTION REQUIRED APPROVED AS NOTED DATE: a�/,,IfB.', 0 FEE:��11 d Bv. TRUSS PLACARDING RE U NOTIFY BUILDING DEPARTME AT Q 1RED 765-1602 6 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING PLUMBER CERTIFICATION 3. INSULATION ON LEAD CONTENT BEFORE 4, FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. CERTIFICATE,OF OCCUPAN ALL CONSTRUCTION SHALL MEET THE SOLDER USED IN WATER REQUIREMENTS OF THE CODES OF NEW SUPPLY SYSTEM CANNOT YORK STATE. NOT RESPONSIBLE FOR EXCEED 2/10 OF 1" LEAD. DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF �L�1, 1,, �' ALL•PLUMBING WA 't E NEW YORK STATE & TOWN CODES AS REQUIRE AND CONDITIONS OF �ifATEI3LINES®vEI ; _. ._._, SOUTHOLD TOWN ZBA p+ ty J G VT SOUTHOLD TOWN TRUSTEES N.Y.S.DEC Blower door and ductwork testing required. Fire separation OCCUPANCY OR required as per USE IS UNLAWFUL 1X3 Code WITHOUT CERTIFICATE OF OCCUPANCY All exterior lighting Installed,replaced or repaired shall conform RETAIN STORM WATER RUNOFF to Chapter 172 PURSUANT TO CHAPTER 236 of the Town Code OF THE TOWN CODE. 59'-0j" FILL CMU SOLID ATALL 11'-5 CORNERS AND AT 12"0 SONO TUBE ONv � 17'-7" 16'-0" ANCHOR BOLT 14'_0" 24"x24"x12' FOOTINGSy: �� MIN 36" BELOW GRADE ADDITION (MUST BE VIRGIN SOIL) '� ---"�- LINE OF DECK ABOVE v o � NEW FOOTING 36" � ! ARCHITECT _ 8"X16" CMU FOUNDATION WALL BELOW EXISTING GRADE L _L r ADDITION II N E W I ON 10"x20" P.C. FOOTING I "" 8"X16" CMU FOUNDATION WALL N I W/(2) #5 BARS CONTINUOUS 8"X16" POURED CONCRETE FOOTING I DROP FOUNDATION WALL REVISIONS D E S C R I P T 1 0 N 36" BELLOW GRADE. ADJUST I I TO MEET SLAB FOUNDATION ACCORDINGLY TO MATCH ( 4" POURED CONCRETE SLAB I CONTINUOUS FOOTING EXIST. FIRST FLOOR ELEVATION (TYPICAL) I O OVER 6 MIL. POLYETHLENE I d I 9/4/19 CONC BLOCK FOUNDATION o VAPOR BARRIER ON WELL rn I Z �i 1'-0" 3'-0" I ( �w v COMPACTED POROUS FILL I I 6"X36" o O V) o I I CRAW SPACE DOOR PROPOSED I I CK o `� PROPOSED CELLAR M I I I = 0 n I a-. X16" O.C. TT TT -1 0l I I 00 I I r J - L _ I I 1- O.0 I I ANCHOR OND '0 EXISTING I 2"X10"ACL ANCHOR AND BOND TO EXISTING I I I I 0 WITH #5 REBARS012 I L) I Q JOIST (TYPICAI WITH #5 REBARS ®12 O.C. VERTICAL I ® 16" O.C. (TYPICAL) - - - - - - - — - - - - - - - - - - - - - - - - PROPOSED - - - - - - - - I WOOD DECK Q o 4'-8n Oz I PROPOSED CRAWL SPACE I r 3o*x30• OPENING— — — — — — I m ABOVE o> I 0 X 0 o F I 4" POURED CONCRETE SLAB I PROPOSED I o ALIGN WITH EXISTING N ' 11 1n o OVER 6 MIL. POLYETHLENE 2"X8" FLOOR. JOIST ( I B M UNE OF EXISTJFFODATIONWALLSVAPOR BARRIER ON WELL I ® 16" O.C.TO BE RMOVQ I I m COMPACTED POROUS FILL o LECTRIC PANEL —I L � I 0 - - — I I I< r -I Q o �' — J o Im Y a 1fFjI � "X — 30" ENIN I a L „ Ln J QfO Q I- -+-� — PROPOSED II II HWH I I '0 I N UP I w � - Z p ATER MAIN I I I 24'-3" ® I ' ( J X I I I _ O (V EXISTING HWH TRIPLE JST AROUND PROPOSED (V I :, NEW STAIR OPENING 3 1/2" STANDARD STEEL PIPE COLUMN EXISTING I a f TO BE MOVED I I I ON A 24"X24`X12' DEEP d'- I I I M t I ( POURED CONCRETE FOOTING (TYP) 0) I Q `-' CUT BACK EXISTING gRDER PROPOSED EXISTING FOUNDATION WALLS LINE OF EXISTING EXISTING �2nXEn AC TO REMAIN FOUNDATION WALLS I (3) 2"X1 O" GIRDER tj 1 ouiO.C. TRIPLE JST BELOW I I _ - I - - I1 _ _ I eK ( I NEW WALL 7'_6" 7'-2" (l� J L J L J ( I r T N e) = PROPOSED 3 7¢" DIA. STANDARD 0 EXISTING CELLAR W p0 STEEL COLUMN TO 24"X24"X12" PC / \ I _ -_ --II 6'-9" CLG HT I I I FOOTING IN CRAWL SPACE BELOW 0 L_N PROPOSED EXISTING SLAB TO REMAIN to — SMOKE XISTING 2"XB" FLOOR. JOIST I Oma-DETECTOR It 5 1/2` DIAMETER STANDARD ® 16 0. I CARBON X' STEEL PIPE COLUMN II II CK 00 3'-9 " (D—MONOXIDEPDETECTOR EXISTING CRAWL SCE o EXISTING EXISTING II I _ O ADDITION X8" FLOOR. JOIST Z O0 I I ® 16" 0.C, ® 16" O.C. I I REMOVE HEADER N I L_ — _ 1 o I II I ao ® I WOOD STEPS TO GRADE — I J o CO I NEW INFILL FRAMINGTO I to I I MATCH MAIN HOUSE FLOOR OOR ELEV. N I O VVV 15' " I I Q ui W 6'-0" X 2'-6" X 12" DEEP 8'-0" I POURED CONIC FOOTING— I Q J J Q — — — — — — — — — — — — — — — — o > I I I EXISTING BRICK WALL REMOVE EXISTING 04 Z, — J REMOVED Q STEP EXISTING LF I I7'-9�" elLco DOORS F5'-0" - - — — EXISTING ICE BARRIERS PER (R905.1.2) ICE AND WATER SHEILD TO EXTEND FROM 0 L — — — J ANCHOR AND BOND TO EXISTING CHIMNEY I NEY TO EXISTING ROOF BEYOND ND THE LOWEST ROOF EDGES TO A POINT WITH #5 REBARS 012 O.C. VERTICAL TO REMINOT LESS THAN 24" MEASURED ALONG 0 — 1 41'-3" (TYPICAL) 14'_0" THE ROOF SLOPE FROM THE INSIDE EDGE OF THE EXTERIOR WALL. — (TYP ALL ROOFS) 0 �— 55'-3" TYPICAL ROOF CONSTRUCTION ASPHALT SHINGLE ROOFING < Q OVER 151 ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. \� P F 0 U N D A T 1 0 N P L A N 2"X10" ROOF RAFTERS 0 16" O.C. a M NG ROOF PITCH R-49 INSULATION 1 SCALE: 1/4" = 1'-0" 2'X10' CJ 0 16" OC R49 INSULATION 8'-0" PLATE HEIGHT REMOVE ROOF AND CLG JST FRAMING OVER 6'-8" T.O. WINDOWS TYPICAL ROOF CONSTRUCTION 5/8"GYP. BD. FINISH ASPHALT SHINGLE ROOFING FRONT SECTION OF EXISTING HOUSE T. do S. 3 COAT JOB (TYP) OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 2"x8" ROOF RR AFTER49S INSULATION TYPICAL WALL CONSTRUCTION o CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X _ _ 00 _ _ _ PLYWOOD SHEATHING ON 2'X6" WD. STUDS 0 16" O.C. — — — -PTOSED-2"M"--JS — — R-21 INSULATION ® 16"OC REMOVE EXISTING CJ (3) a Y; ML ISH MATCH EXISTING SECOND FL OR TYPICAL WALL CONSTRUCTION T.O. SECOND FLOOR CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2"CD X 8'-0" PLATE HEIGHT PLYWOOD SHEATHING ON 2'X6" WD. STUDS 0 16' O.C. R-21 INSULATION 5/8" GYP. BD. FINISH 6'-8" T.O. WINDOWS T. do S. 3 COAT JOB (TYP) – FOUT LL TO MATCH N Charles M . Thomas E W 2`"XX 6" FR E WALL ABOVE IJEW INSULATION FULL DEPTH OF CAVITIES— TYPICAL FLOOR CONSTRUCTION LAUNDRY MIN.R-3/INCH 2"X8" FLOOR JOISTS 0 116"O.C. CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X o a r C h I t e C t W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION PLYWOOD SHEATHING ON EXISTING 2X4 WD. sTuos 16PO BOX 817 JAMESPORT NY 11941 (631) 121-7993 O.C. CUT BACK EXI G GIRDER AND REMOVE R-15 INSULATION FLOOR JSTS F EW STAIR OPENING i 2"x6" ACO SILL PLATE �� TRIPLE JST BFLOW TERMITE SHIELD 5/8 DIA. ANCHOR BOLTS ® 30"-0" O.C. NEW WALL PROJECT T.O. FIRST FLOOR TECO EACH JST - - EXISTING FLOOR JSTS TO REMAIN NE — EXISTING GIRDER TO REMAIN 8"X16" CMU FOUNDATION WALL C GRADE ON 10"x20" P.C. FOOTING W/(2) #5 BARS CONTINUOUS EXISTING COLUMNS TO REMAIN EXISTING FOUNDATION WALLS TO REMAIN 4 POURED CONCRETE SLAB EXISTING FOUND ION WALLS TO REMAIN PROPOSED OVER 6 MIL. POLYETHLENE 3 1/2" STANDARD STEEL PIPE COL N N ON A 24"X24VX12" DEEP VAPOR BARRIER ON WELL ELEVATIONS SECTION POURED CONCRETE FOOTING. (TYP) COMPACTED POROUS FILL CUT BACK EXISTING GIRDER FOR NEW STAIR DATE: 7/14/18 NEWPROJECT No. 8"X16" CMU FOUNDATION ALL ON DRAWING BY. CMT• 8 X16 POURED CONCREt FOOTING MIN 36" BELLOW GRADE. ADJUST CHK BY. FOUNDATION ACCORDINGLY TO MATCHDWG No. n EXIST. FIRST FLOOR ELEVATION (TYPICAL) C R O S S S E C T I O N 2 C R 0 S S S E C T 1 0 N 1 DA - 002 - 00 20F5 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT ANC THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Koadr. qAT ; n M ON MATCH EXISTIN v , ROOF PITCH 1"x8" RAI E BOARD ❑ EMOVE EXISTING CHIMNEY RCHTCT AIE "X6" RAKE FRIEZE ADD NEW BRICK CHIMNEY BUILT UP CRICKETT"x2" TRIM ON STEP FLASHING ASPHALT ROOF SHINGLES �"xa" RAKE BOARD REVISIONS D E S C R I P T I O N i"X6" RAKE FRIEZE 8'-0" PLATE HEIGHT 6'-8" T.O. WINDOWS !/4- X 4" SURROUNDS 44 X 4" SURROUNDS R3 24 10 L52S 3 52 2 2 2 2 2 EEG ESS EG SS EG SS EGF;loll SS EG SS T.O. SECOND FLOOR — N CEDAR PERFECTION CEDAR PERFECTION SHINGLES SHINGLES 1 8'-0" PLATE HEIGHT 6-8" T.O. WINDOWS $" 36" CABLE RAILING 3 52 3 52 24 10 24 10 24 10 24 10 3 2 3 2 3 2 EG ESS EG ESS ym - EG SS EG SS EG SS T.O. FIRST FLOOR i — — 7 w 4"X4" ACO POST WRAP WITH X6" V GROVE AZEK 1"X8" AZEK O z F R 0 N T E L E V A T 1 0 N R I G H T S I D E E L E V A T I O N W � SCALE: 1/4" = l'—O" } SCALE: 1/4" = 1'-0 O .� MATCH EXISTIN "X2" TRIM ON O O ROOF PITCH 1"X6" RAKE BOARD Q I I L1J REMOVE EXISTING CHIMNEY 2 Y "X6" RAKE FRIEZE ADD NEW BRICK CHIMNE 1"X2" TRIM ON _ 1'X8" RAKE BOARD Q - � U _ 1"X6" RAKE FRIEZE MATCH EXISTING L O UJ� AND FASCIA DETAIL i T -- O V4" X 4" SURROUNDS 1/4" X 4" SURROUNDS0000, 3452 1 Y 2 352 3 52 _ - - 2 2 2 2 2 2 2 2 2 52 EG ESS EG ESS EG ESS EG --- SPH T RO F IN L S CEDAR PERFEC ON r CDA PERFE ON SHI G E SHINGLES — - T 8" 36" CABLE RAILING 36" CABLE RAILIN 3 523 52 3 52 24 10 24 10 f EG ESS EG ESS EG F1 32 3 2 3 2 EG SS EG SS EG SS EGR SS J Ewr L2611 Fw 1611 rl Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT R E: A R E L E V A T 1 0 N L E F T S I D E E L E V A T 1 0 N SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ELEVATIONS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DATE: 7/14/18 PROJECT No. GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM DRAWING BY. CMT SNOW DESIGN FROSTWINTER ICE BARRIER FLOOD AIR MEAN CHK BY. " SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM DWG No. LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING LINE TERMINATE TEMP. REQUIRED INDEX DEPTH 19-FG-0-1T 00 20 PSF 130 NO NO YES C SEVERE 36" MODERATE 15 YES FROM 1998 599 15 1 1 OF 5 TO HEAVY FIRM MAPS THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN VYHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHI TECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 59'-01" 12"0 SONO TUBE ON 11'-51424"x24"x12" FOOTINGS t^g, :„ ��' T-7” 16' 1 -0" '-O' , AM MIN 36" BELOW GRADE r. }.' 0 ADDITION (MUST BE VIRGIN SOIL) - - - - - - - - - - - - - - - LINE OF DECK ABOVE �+ �t4.is 4b14'-7" I — — — — — — — — — — — — I NEW FOOTING 36" ADDITION I 8" P.C. FOUNDATION WALL A. I BELOW EXISTING GRADE L _ ARCHITECT N E W I ON 10"x20" P.C. FOOTING 1 8" POURED CONCRETE FOUNDATION 1 W/(2) #5 BARS CONTINUOUS WALL ON 8"X16" POURED CONCRETE - DROP FOUNDATION WALL I REVISIONS D E S C R I P T 1 0 N FOOTING MIN 36" BELLOW GRADE. I I TO MEET SLAB AJUSMDATCHTEXOIST.DFIRSOT FL ORRDINGELE ATIOON OVERU6ED CPOLYETHLENECONCRETE LA I I CONTINUOUS FOOTING (TYPICAL) 1 o VAPOR BARRIER ON WELL o� Z P X l o COMPACTED POROUS FILL s 1 6"X36" I o 0 I 1'-0" 3'-0" 1'-0" 1 I v o o M I I CRAW SPACE DOOR I I Q zo 7 PROPOSED I 0 i PROPOSED CELLAR 1 ®16" oC TT TT -T o ( I � _ N E- J L- — -� I I ANCHOR AND BOND TO EXISTING 1 I L WITH #5 REBARS 012 O.C. VERTIC L 2"X10"ACQ JOIST WI HANCH#5 REBARSOAND N012" O.CD TO ISVERTICAL I I I I I I (TYPICAL) I ® 16" O.C. 1 (TYPICAL) PROPOSED WOOD DECK 0 - - - - - - - - - - 1 30•X30. OPENING I o ABOVE �, 0 I 0 M O I 1 o ALIGN WITH EXISTING '7< o F I 4" POURED CONCRETE SLAB PROPOSED I I~ NI qAT _p" .n OVER 6 MIL. POLYETHLENE 2"X8" FLOOR. JOIST I i UNE OF EXISTING FO NDATION WALLS Q I VAPOR BARRIER ON WELL 1 0 16" O.C. 10 TO BE REMOVED I I m LECTRIC PANEL —I L — — COMPACTED POROUS FILL— — — I Q m c� — I F- I r -1 Q o O __ (A m I— I � I 0 I 30" ENIN F I I a L Ld T I n PROPOSED H WH O-j cO I N Q I I UP ,� ,I I I I I I10 z z I I I I I I ATER MAIN I 24'-3" CID I J X _ EXISTING HWH TRIPLE JST AROUND ~I I I I I I f I I I TO BE MOVED I NEW STAIR OPENING I I 31/2- PROPOSED STEEL PIPE COLUMN EXISTING N I d Q 00 M POURED ON A 4CONCRETE FOOTING. (TYP) I I I Q I I I12 . CUT BACK EXISTING GIRDER I O PROPOSED EXISTING FOUNDATION WALLS UNE OF EXISTING 7OR'REW IR F EXISTING F 2"X64, AC TO REMAIN FOUNDATION WALLS I _ _ (3) 211)(10" GIRDER _ _ 1 I I o .1 w ��6" O.C. I TRIPLE JST BELOW L- J 1 I N NEW WALL 7'-6" 7'-2" I L_ � L_ � r ,- L O � Q_' � PROPOSED 3 Ye" DIA. STANDARD O I ',.,� '✓ 0 EXISTING CELLAR W o0 STEEL COLUMN TO 24"X24"X12" PC _ ( 6'-9" CLG HT � 1 1 1 FOOTING IN CRAWL SPACE BELOW I O EXISTING SLAB TO REMAIN fD PROPOSED I I I — — I SMOKE XISTING I ( 1 -T T— O 2"X8" FLOOR. JOIST I OS DETECTOR 3 1/2" DIAMETER STANDARD ® 16 O. I CARBON XI TEEL PIPE COLUMNUJ S-9j" I ©DETECTOR MONOXIDE 4,'-8" 24- EXISTING CRAWL SP CE o I I I I I I I" — EXISTING EXISTING I (j1 O ADDITION "X8" FLOOR. JOIST "X8" FLOOR. JOIST4 I w o o O 16" O.C. 116" O.C. I I REMOVE HEADER •- I L _ J O I O I I 1 100 ® 1 WOOD STEPS TO GRADE — o ?< 1 I I NEW INFILL FRAMING TO I N F O cD I I MATCH MAIN HOUSE FLOOR ELEV. I I e 15'- " I I n W W I 6'-0" X 2'-6" X 12" DEEP 8'-0" Q — — — I — — — — — — — POURED CONC FOOTING— I — — — — — — — — cr _J L — — — — — — — 1 ISTING o I I IBRIXCK WALL REMOVE EXISTING N — J REMOVED Q EXISTING I STEP I 7'-92" >m BILCO DOORS 5-0" V — — — EXISTING EXISTING ROOF BEYOND ICE BARRIERS PER (R905.1.2) ICE AND WATER SHEILD TO EXTEND FROM O W — — — J ANCHOR AND BOND TO EXISTING CHIMNEY I NEE TD TO REMIAN HE LOWEST ROOF EDGES TO A POINT WITH #5 REBARS 012' O.C. VERTICAL NOT LESS THAN 24" MEASURED ALONG In HE ROOF SLOPE FROM THE INSIDE EDGE OF THE EXTERIOR WALL. 41'-3" (TYPICAL) 14'-O" (TYP ALL ROOFS) Q �--- 55'-3" TYPICAL ROOF CONSTRUCTION Z ASPHALT SHINGLE ROOFING /- < Q OVER 15# ROOF FELT ON 1/2p CDX PLYWOOD SHEATHING. MATCH EXISTING P F 0 U N D A T 1 0 N P L A N 2"X10 ROOF RAFTERS 0 16 O.C. d ROOF PITCH R-49 INSULATION 1 SCALE: 1/4" = 1'-0" 2•x10" CJ m 16* oc R49 INSULATION B'-0" PLATE HEIGHT TYPICAL ROOF CONSTRUCTION REMOVE ROOF AND CLG JST FRAMING OVER 5/8•GYP. BD. FINISH 6'—B" T.O. WINDOWS ASPHALT SHINGLE ROOFING FRONT SECTION OF EXISTING HOUSE T. k S. 3 COAT JOB (TYP) OVER 15# ROOF FELT ON 1/2" COX PLYWOOD SHEATHING. 2"X8" ROOF RRF49s NSULATION TYPICAL WALL CONSTRUCTION 1 CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X 00 PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. — — — — — — — — —PROPOSED-2"XTO"-7JS — — R-21 INSULATION CSD 16"OC REMOVE EXISTING CJ (3) 9 Y: MLsH MATCH EXISTING SECOND FLOOR TYPICAL WALL CONSTRUCTION T.O. SECOND FLOOR CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X B'-o" PLATE HEIGHT PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. R-21 INSULATION 5/8" GYP. BD. FINISH T.do S. 3 COAT JOB (TYP) 6'-8" T.O. WINDOWS N E W FUR OUT LL MATCH 2"x6' FR 0 E WALL ABOVE NEW INSULATION FULL DEPTH OFCAVITIES— Charles M . Thomas MIN R TYPICAL FLOOR CONSTRUCTION LAUNDRY 3/INCH 2"X8" FLOOR JOISTS 0 16"O.C. CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X 1 a r C h I t e C t PLYWOOD SHEATHING ON EXISTING 2"X4" WD. STUDS 0 16" 00 W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION O.C. CUT BACK EXI G GIRDER AND REMOVE PO BOX 877 JAMESPORT NY 11947 (631) 127-7993 R-15 INSULATION FLOOR JSTS F EW STAIR OPENING 211x6" ACQ SILL PLATE TRIPLE JST BELOW TERMITE SHIELD 5/8 DIA. ANCHOR BOLTS NEW WALL PROJECT ® 30"-0" O.C. _ T.O. FIRST FLOOR TECO EACH JS7 EXISTING FLOOR JSTS TO REMAIN NE — iACE GRADE EXISTING GIRDER TO REMAIN 8" POURED CONCRETE FOUNDATION — WALL ON A 8" X 16" POURED CONCRETE FOOTING EXISTING COLUMNS TO REMAINEXISTING FOUNDATION WALLS TO REMAIN 4" POURED CONCRETE SLAB EXISTING FOUND TION WALLS TO REMAIN PROPOSED STEEL PIPE CO STANDARD 3 1/2" STL N ELEVATIONS / SECTION OVER 6 MIL. POLYETHLENE -ON A 2aANDARD DEEP VAPOR BARRIER N WELL POURED CONCRETE FOOTING. (TYP) COMPACTED POROUS FILL CUT BACK EXISTING GIRDER FOR NEW STAIR N E W 8" POURED CONCRETE FOUNDATION DATE: 7/14/18 WALL ON 8"X16" POURED CONCRETE PROJECT No. DOTING. ADJUST FOUNDA11ON DRAWING BY. CMT ACCORDINGLY TO MATCH EXIST. FIN. HK BY. FLOOR ELEVATION (TYPICAL) DWG No. C R 0 S S S E C T 1 0 N 2 C R 0 S S S E C T 1 0 N 1 W-FO02 - 00 20F5 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 65'-4j" , r 17'-7" 16'-0" 14'-0" 8'-1 3'-4j" 11'-52 6'-11" Simpson Strong-Tie HDU (CORNER HOLD DOWN) (TYPICAL THROUGHOUT, SEE DETAIL) " f PcARCH ITECT ADDITION 3052 3052 3052 3052 E^GftES'�- —_EGRESS'— — 36" CABLE RAILING REVISIONS D E 5 C R I P T I O N 4x6" ® 16" OC I 9/8/14 FRAME WALL (TYP) 15'`-04 Ln 1 N 10/8/14 I"w 2"X12" rr ® 16" OC�, ( 2"X12" rr ® 16" OC. I I LO IM w 8'-4' PROPOSE SECOND ( l o Z O ADDITION FLOOR ABOVE N N =o 0O IQlQ I�'w SUN ROOMl� G z o CATHEDRAL CLG. l I Q ;z m IN vii lin M I � ILO w M o I " Iw I I F1WG10068-4 M 2 310 —�.- J PROPOSED - - WOOD DECK ' 2-XB- RR O 16"OC 0 ® ® (2) 11 Y4" ML WITH Y2" X 11 STEEL � 1 O — _J = 3'4" X 4" MAHOGANY o 24x8" CJ A ION oc ^� F' _ F_ — FLITCH HDR R49 INSULATION :ED � DECKING M Z 44X4" ACO POST WRAP WITH ,p — _ O 0 1"XE. AZEK O H F I u- _71 �I o w o I "o I KITCHEN Q �) 2"X8" LLJ HDR 24310 1 O U J I UNE OF EXISTING N x N O X N G —WALLS TO BE REMOVED � I c (2) 9 X ML FLUSH co W O o� v o -O Z o Q 12'-7" co M -j Ld M O iV D cVLCLOSET RO OS D 1�6, I N ~N N w " o I oo Q II P D wN II s� REF.I n0 w X LLI O LO O " � 6� IIS N= I S L A N D F~ DININGIc - - - - - - - - I � QLi X W p t�Q SII— (3) 9 Yi ML FLUSH = W _j SMOKE a 11 REMOVE EXISTING PROPOSE3 Yz" DIA. STANDARD QS —DETECTORl- , a COLUMN. EXISTING FLUSH STEEL C LUMN TO 24"X24"X12" PC CARBON -K) , BEAM TO REAMIN FOOTING CRAWL SPACE BELOW III ©'MONOXIDE II e ` UO „, DETECTOR in Orp � `— e O ( a Z II ... �' ^ -nNloo 00 iO 0 F EXISTING FLUSH BEAM TO REMAIN `� I O In ( N ® O F o CLOSET NEW BEARING WALL �00PAN Y d " Njj�� V) W I— 36" CABLE RAILING of N� 0 (i.) 24X8" HDR 11 I I d I - —_ —_ _ z e LINELINEDOXISTI REMOVED I OJ 00 REMOVE EXISTING STAIR UP � M w O 0 3'-9 I I N -,�'- N I_ — — NEW INFILL FRAMING TO MATCH Z LIVING ROOM 4'-8" N N U p MoD EXISTING FLOOE ELEV. O Q of O 1 O Z O 1 N X ADDITION M W N BEDRO ` _ _ _ _ _ "`f _ "� � — X O F W N CC O I SMOKE N tp X _. D W O Of—DETECTOfi I o W z FZ L E G E N D f r— - - - N a>� o I x 11 AIR TIGHT, HEAT TREATED �W 1 1 0 o X N I I- w GLASS DOOR PER NYS ENER Y a - EXISTING 1 111 In O w O W w C� I — INE OF EXISTING WALLS I I CODE W/ FRESH AIR INLET N(A e M 0 I I 0_ _ 3 i0 n TO BE REMOVED D PER. w j O I 11 Q oI w I I I 1 M I — _ — — - TO BE REMOVED U) 11'-8" Q 2-0" 6' F7 1 1 i w LO 11 - PROPOSED FRAME WALL II II = I (A > U 24 10 24310 24 10 r 2 310 II II " ' EXISTINGI PRO OSED11 O W L BRICK WALL ROOF BELOW 12'-10 - InJ �" 3' 10$" 12'-0" I I O I— �, 16'-0" 25'-3" ry z 5'-0" 5'-0" 9'-0" 4'-3j" 9'_64" 2'-1 8'-10g" I I 14'-04" 2' -38"I I_L 55-3" _T, < REMOVE SECTION OF EXISTING 283 SF ADDITION FIRST FLOOR EXTEND GABLE END END 11 LEGEND 2 42 2411 1 - - _ — CD - EXISTING I Zr — — — — - TO BE REMOVEDD o I i ROOF BELOW I - PROPOSED FRAME WALL 1 1 N ¢ 04(A 282 242 M0 Lu PROPOSED o o rn FIRST FL00R PLAIN N II0 MASTER 04 P OSE Z BEDROOM Cq N Vt SCALE: 1/4" = 1'-0" 0 vFi S —DETECTOR ow w X w W —� O OPEN RAIL QS —oF1�EcroR o r� oo C 5L-41 _ 0 o ROOF BELOW w 2 p 2 O QA1tB X I �� UNE OF EXISTING I N V�1 C 'FON 1 ( �� OS DE Cl WALLS TO BE REMOVED p _ _ MW Charles M . Thomas 00 N O U 9 I I LINE OF EXISTING — I-- _ s 0 X WALLS TO BE EMO D — — — — I— — O I N 1 FW 4068 �� cid, EXISTING RIDGE TO REMAIN �� rn L0 II �6 s� I � _ _ � � c N� 04 a r c h i t e c t In I L — --N`� 11- — — -� I Q W PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 O 04 M 2"X12" RIDGE EXISTING STAIRS I — w p TO BE REMOVED! e e 6 I — I I O PROJECT o= I- - - -il o N N� BEDROOM Bk6R-OOM -1 1 N W ® OS DSMOKE ETECTOR �C—SnFr na I — I ase MASTER W .` BATH p LINE OF EXISTING J ( I I le 9'-4^ R N X WALLS TO BE REMOVED I I II I l�I W LK I N O N e (V I LJ I I 1o'-s " 1110'-11 " U I 1 LOS � I� 0 2.0 PLANS n 2' p" 11 0-0" F r 2852 2852 2852 2852 EGRESS EGRESS EGRE S EGRESS L-J DATE: 7/14/18 PROJECT No. DRAWING BY. CMT 5'-91" 1 PROPOSFTp31' 24'-1CHK BY. �" DWG No. 25'-3" 4070(� PROPOSED SECOND FLOOR 41'-3" EXISTING SECOND FLOOR W-Fo 0 3 40 3 S E C O N D F L 0 0 R P L A N 306 SF ADDITION SECOND FLOOR 0F5 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Val FF- - I � �.`' ARCHIHC:.-r I 1 I REVISIONS E S C R I P T R R TO WALL I I (14) 10d x 1 /2" FASTENER I 2"X12" rr 0 16" OC. 2"X12" rr ® 16" OC.\.\,1 CS16 STUD TO BAND JOIST (20) 10d x 1 1/2" FASTENER p IW ° L I ° MTS16 D35 I I e •a. I al aa' MTS 12 a j I I , e r - - - - - - - - - - -1- - - - - - - - - 2124 - - - - - - - - - - - - - Z84T- I ° II 8 ( I LTP4 ° LTP4 • �� I I D10 a 'D®D I I Uplift connectors sh II U Z En bypass each other o ` w w LTP4, spacing as required for trevent ens on ofcross–grain ss– r i t. F– — — — — — — �– — — — — — — — 28-42– o a I W shear. SSP spacing for uplift. J Z RAFTER TO WALL ® oUJ MASTER I �1 - SILL TO RIM JOIST o ° oO I SCALE: N.T.S. " o0° "�t' P DO NE ` W BEDROOM W (12) 8d x 1 1/2 FASTENER c0 4� = C 7 F— w N `�� F I W ® I V ° N Ln X OPEN RAIL w En W 1 1 x � W 0 Ridge Beam IW I xX _ _ —EXIST - - U e ING RIDGE TO REMAIN I X6'6, I N ® I EXTEND EXISTING RIDGE EXISTING RIDGE TO REMAIN w ."�� w ° �� 0 qMSTA W2•X12• RIDGE IRIDGEz (��z __o o a RAFTER 0 _ BEDROOM BEDROOM I • .i _ ® ZR MASTERto I— o L BATH Simpson Strong Tie — O _o w ( WITH CEILING COLLAR TIES ® 32" O.C. 0 w W x " CS-20x18" MIN. WITH (7) 10d COMMON NAILS z N N o S'mpson Strong—Tie Q PER RAFTER INSTALLED OVER PLYWOOD ° I RIDGE STRAP TIE ADJUSTABLE HANGER Q —LiSCALE: N.T.S. SCALE: N.T.S. Q - - - _285.2 - 2852- - - - - - - - -2852 -2a52- - - - - - - - - - - - - - - - - - - EGRESS EGRESS EGRESS EGRESS ( 1 0 UJ REMOVE EXISTING ROOF OVER 1 STORY PROPOSED SECOND FLOOR WITH NEW ROOF EXTEND EXISTING RIDGE EXISTING ROOF TO REMAIN J — /0 LI- L z n W ROOF PLAN SCALE: 1/4" = 1'-0" (TMa�� r.r rTMRU� f j ,LI ROOF I r 1 I ' �'-'��� �-� �t-�� � Charles M . Thomas I 4-t t/4'V I I I q-t I/2'V M.G I LAV I I N.0 UV IUV HOUSE� r I I I $HOMER717 a r c h i t e c t I SECOND FLOOR PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 s r ,-t/r I r r I-I/Z• � PROJECT �1-1/2V cb—I-I/2'V �� cb-1-I/2V I 1-1f2•Y I I FRESH AIR INLET I SINK (W.0 IUV I I . I 9DIIFR FlRST FLOOR Lr CONNECT TO APPROVED V.C.PIPE PITCHED F.A.I. do SANITARY SYSTEM AS PER N.Y.S.CODE PLAN PLUMBING RISER DIAGRAM 3 SDATE: 7�14�1s SCALE: N.T.S PROJECT No. DRAWING BY. CMT CHK BY. DWG No. 4 O 5 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, T1 22'-3" 19'-0" Lf Z r 19'-0" jj 'lgNS�' 141 , �/\ ARCHITECT Alm N o LO Ln I I DINING REVISIONS D E S C R I P T 1 0 N 18'-4" o I- - - - - -J L — 6'- - - - - - BEDROOM N y o« \ IF KITCHEN r, o 10 O O N N N 15'-8" R 0 0 LIVING ROOM N N BEDROOM R 0 = 2'-5" 18'-4" ih 0 1 i2 R tp I k)N/F BEDROOM BEDROOM R 0 I R in I 5'-0" "' REAR ELEVATION EXISTING (�_�✓) BRICK WALL SCALE: 1/4" = 1'-0" - I 8'-10" I. 6'-10" I W v q SECOND FLOOR PLA N FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" 0 SCALE: 1/4" = 1'-O" �- W N z ® 0 PU) D W o rr z E X I S T I N G C O N D I T I O N S Q o }' U OW 5555 f1 1 0 f-- Z �- � W Q U) FRONT E L E A T 1 0 N FFF SCALE: 1/4" = 1'-0" I Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT ® PLANS / ELEVATIONS EXISTING DATE: 7/14/18 PROJECT No. R I G H T S I D E E L E V A T 1 0 N L E F T S I D E E L E V A T 1 0 N DRAWING BY. CMT CHK BY. SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" DWG No. W- 005- 00 5OF5 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TABLE R 301.7 CORNER AND PARTITION POSTS TOP PLATE FRAMING TO ACCOMADATE ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS RAFTERS AND CEILING PIPING — R602. 7.2 STUCTURAL MEMBER ALLOWABLE DEFLECTION JOISTS OR APPROVED TOP PLATES RAFTERS W/ GREATER L/180 _.f ROOF TRUSS SLOPES THAN 6 W/NO TOP PLATES �. FINISHED CEILINGY- - ATTACH T SECOND STORY TOP PLATE w�i MM TABLE 3.1 ED o RAFTERS TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALC����IN STUD INTERIOR WALLS AND H/Iso .., � JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS BE CUT OR NOTCHED FLOORS AND PLASTERED L/360 , ' ~ BORED HOLE MAX CEILINGS STUD FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND BOTTOM PLATE NOTCHING PROVISIONS OF STUD DEPTH MEMEBERS DIAMETER 40� I — WFCM SECTION SION1.1 NOTCHING PROVISIONS LL 1 3 SPAN 1 3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE EXT. WALLS W/PLASTER OR H/iso OF STUD DEPTH STUCCO FINISHE „ / / d NAIL AT 6" O.C. NSTALLED IN ACCORDANCE / EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES ° ALL PANEL EDGES) T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(o) FINISHES NOTCH MUST NOT EXCEED FOR BLOCKING BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH —BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the cn TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT „ GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w d NAIL AT 6 O.C. deflection limits herein. BEARING AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40� AND 60� o ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE WALL of the cantilever. CROSS SECTION OF CUT OR 5/ " MIN. TO EDGE c. For aluminum structural members or pantiles used in roofs or DOUBLE AND NO MORE THAN TWO walls of sunroom additions or patio covers, not supporting SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON p pporting edge of LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not AND SO BORED cn co exceed L/60. For sandwich panels used in roofs or walls of z 10 BAND JOIST —BOTTOM PLATE FOR FIRE BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall in cv OR BLOCKING JOIST o ' 16d NAIL AT 24" O.C.--/ INSTALLED WFCM TABLE 03DANCE WFCM 2015 SBC HIGH WIND EDITION not exceed L/,2D TABLE R 301.2.2.2., WFCM 2015 SBC HIGH WIND EDITION SILL PLATE ° SECTION 3.4.3.1 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF . SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE SUBFLOOR FFRAMIING MEMBERS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT EDGES AND 12' O.C. ON ALL ROOF/CEILING ROOF/CEILING • FOUNDATIONIlk MONOLITHIC FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUBONDIONRADE (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS EXTERIOR CORNER FRAMING ROOFONLY 1.0 1.2 BEARING WALL FOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS NON- BEARING WALLS: R602.6 (1 ) & (21LATERAL BRACE AT 6' O.C. 0 FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) LJJUj O TYPICAL WALL, FLOOR & ROOF FR A M I N JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 62-10d NAILS W Uj (� FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST (D W F A S T E N E R S P A C I N Ginches SEE STUD TO RAFTER Z FASTENER SPAN 4 FEET 6 FEET SECTION A—A C PPLE TUD OR STUD TO STUD DETAIL GABLE END TRUSS BLOCKING F T PICAL O TYPE < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL ONNECTORS Q Vr < 6 FEET < 8 FEET 1/2" SPACING—� A A R QUIRED (� ALLOWS E CH SIDE 10-8d 0 NO. 8 WOOD SCREW 16" 10" 8" INSTALLATION I NAILS ANCHOR WITH 2 EMBEDMENT HEADER STUDS WA L STUDS 5d COOLER NAILS AT 10" O.C. o Q LENGHT DOUBLE A A F— STUD (MIN.) o NOTE: 2"x4" BLOCK NAILED TO EACH AT HARDWARE a CORNER STUD UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS CONNECTED TO BLOCKING NO. 10 WOOD SCREW 16" 12" 9" HOLDDOWN o o TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND GYPSUM BOARD z (HDU) o o CONN CTO S AT ADDITION ER IN Q W ANCHOR WITH 2" EMBEDMENT o NOTE: SIMILAR REQUITED CO EC R 5d COOLER NAILS AT 7 O.C. LENGHT o CONNECTION AT EA H SIDE R UIR WALL STUDS AND AT TOP AND z C FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP 0 2-16d COMMON „ O O NAILS AT6' D.C. FLOOR BRACING AT END BAYS 10-8d NAILS o W 1 IT LAG SCREW BASED ANCHOR 16" 16" 16" °E WALL ra END WALL TYPICAL FRAMING AND UPLIFTr-) LENGHT EMBEDMENT ( WFCM FIGURE CONNECTIONS FOR OPENINGS Q W RE 3. 6 ) � � I I SUBFLOOR 8d NAIL AT 4 O.C. ENDWALL STUDS Lij a. THIS TABLE BASED ON 180 MPH WIND SPEEDS ANDA 33 FOOT MEAN ROOF HEIGHT. I ? OfFACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST Of 0 12" MAX. ( WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN "' ; NAILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. , LLJ o i d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING TOP PLATE v w '. '- a � H NO CEILING PROVIDE RAFTER TO RIDGE TENSION STRAP VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S LESS THAN 1,500 POUNDS. G o H/2 BUT NEED OT �� H/ BUT NEED NOT ON SHEATHING JOINT X REQUIRED RAFTER TAILS ARE NOT EACH END OF ' -1/4 0 WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) o O o EXC ED 15 FT. AX. E CEED 40 FT. MA 15/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP / I— N HOLDDOWN o ° CCORNER STUD ONNECTED TO ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW g Z ROOF RAFTER (HDU) C a a TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS GABLE ENDWALL BALLOON FRAMING a � FOUNDATION CLEARANCE FROM SLOPES a 0 20, GA. STRAP— DOUBAT'H�oIN� PREFERRED METHOD RAFTER Q w 4 WIDE MIN. 8d NAIL AT 12" O.C. ON o W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARD z W RIDGE BEAM (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 16d NAIL AT 4� FLOOR TO FLOOR PH05 24" NAIL TENSION STRAP DETAIL tZ CONNECTION o TABLE R301 . 5 NOTES o N FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING ` EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. 0 CID O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN TAB L E R301 . 5 EDGES AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND NAILS ) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE HE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND _ INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO •N S i m son S t r o n Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) p g NAILING SCHEDULE (TABLE 3.1, 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A35— Chimney Framing , 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD A) OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE LOAD CONNECTION BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE 3 ROOF fRIDGE DETAIL— STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. oc 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR HE o 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND nn * NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 Cn w 3 SCALE: 1'�.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. qC CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND ID A d A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. o EDGES) ANY POINT ALONG THE TOP DECKS 40 �� u NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL WALLS. 'k INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN f. GUARD IN - FILL COMPONENTS (ALL HOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 00 SII HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L X ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o ® NAILING SCHEDULE \-16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m ® (TABLE 3.1, WCFM 2015ri 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 HIGH WIND EDITION) LOAD REQUIREMENT. g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 CO FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ®� 8d NAIL AT 6" O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR i ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AN (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO HOSE 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE TOP OF 2 CORNER BRACING DETAIL MEMBER,THE BOTTOM PROV DED THAT ORD EAACHNOFBTHEOFOLOF ANY OTHER LOWING CRITERIA M MET: � EXTERIOR CORNER FRAMING 1. THE ATTIC AREA SACCESSIBLE BY A UO ORFRAMEDOPEN OPENING IN ACCORDANCE WITH $ STAIRWAY7A 3 SCALE: N.T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong — Tie 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED HDU TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 4 WFCM 2015 HIGH WIND EDITION) -- ,- The design of this structure is based upon prescriptive approach using the TABLE 2 WFCM Z'_015 H I GI- WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC published b The American Forest and Paper Association. Non- Structural lements CONNEC ONS G U LATERAL & H O DS P y P GENERAL NOTES: N A I L N G SCHEDULE-_ MAX. ANCHOR BOLT SPACING (INCHES) are based upon the INTERNATIONAL RESIDENTIAL CODE 2015- 2015 IRC, 2nd �F',.�`•~ ~ �, ` ��� PRINTING, AS ADOPTED BY NYS AND THE 2016 SUPPLEMENT. '• ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, RESISTING SUPPORTING municipal, local zoning and building codes and ordinances JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING s/s" ANCHOR BOLTS 39 For the Climatic and Geographical Design Criteria, see Table R301.2(1) on having jurisdiction and best standards of construction ` ; COMMON NAILS 1 - FLOOR sheet no. 1 CaY, LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 practice. 4-8d PER RAFTER All non engineered lumber to be Douglas Fir#2 or better The American Institute of Architects Conditions shall apply RAFTER TO TOP PLATE (TOE-NAILED) 1. PRESCRIPTIVE LIMITS ARE BASED ON A SUMPTIONS IN TABLE 3. Wind Limitations-Section R301.2.1 to all work • :,r; R` 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE k performed on this project. DiCiti -S 4-8d PER JOIST LESSER OF THE TABULATED. Design Criteria R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris 2. The Contractor shall verify all conditions at the site. Any C6LING JOIST TO TOP PLATE ( TOE-NAILED 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, Protection Fastening Schedule For Wood Structural Panels) discrepancies must be brought to the attention of the Architect `----. 9-16d EACH LAP prior to commencement of construction. The Contractor shall be CEILING JOIST TO PARALLEL RAFTER FACE-NAILED Live Load-Section R301.5 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Light and Ventilation-Section R303 except for hidden job conditions. Z 6-8d PER TIE Minimum Room Area-Section R304 3. Contractor shall guarantee to the Owner that all materials and p COLLAR TIE TO RAFTER (FACE-NAILED) Ceiling Height-Section R305 equipment incorporated in the work will be new, and that all work _ 2-8d EACH END Sanitation-Section R306 will be of good quality, free from faults and defects for a period BLOCKING TO RAFTER TOE-NAILED Toilet Bath and Shower Space-Section R307 of one year form the date of the final Certificate of Occupancy. 1-_ 2-16d EACH END Glazing-Section R308 4. The Architect shall not be responsible for the construction means, a_ TRIM BOARD TO RAFTER END-NAILED Garages and Carports-Section R309 method, techniques, sequences or procedures, or for the safety WALL FRAMING Emergency Escape and Rescue Opening-Section R310 precautions and programs in connection with the work, and he Means of egress-Section R311 shall not be responsible for the contractors failure to carry out TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 the work in accordance with the construction documents. The TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Ramps-Section R311.6 Architect shall not be responsible for the acts or omission by Stairway-Section R311.7 the contractor No changes shall be made in the documents w STUD TO STUD FACE-NAILED 2-16d 24' O.C. Handrail-Section R311.7.8 and/or the building as designed without the expressed written c� Guards-Section R312 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES Smoke Alarms-Section R314 5. The contractor and all subcontractors shall maintain continuous Carbon Monoxide Alarms - R315 insurance coverage statutory policies Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD Foam plastic-Section R316 g y Compensation, etc.) and general liability in an mount not cn � 3-16d PER 2X6 STUD Flame Spread and Smoke-Section R315 less than $ 5 million and automobile liability and damage Z 4-16d PER 2X8 STUD Insulation-Section R316 y g o Dwelling Unit Separation-Section R317 coverage not less than $ 2 million. The Architect shall be En N FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Moisture Vapor Retarders-Section R318 named Insured on any and all policies. Li> Protection Against Decay-Section R317 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous FLOOR FRAMING Protection Against Termites-Section R318 insulation at all perimeter sills. Site Address-Section R319 7. All wood in contact with concrete or masonry to be Wolmanized 4-8d PER JOIST Accessibility-Section R320 pressure JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 8r Ale stationsmokedetector alarm device shall be installed 2-8d EAC ND Elevators and Platform lifts -Section R323 9 BRIDGING TO JOIST TOE-NAILED Flood Resistant Construction-Section R324 in each bedroom, on all floors and shall be all interconnected per code. 3-16d EACH BLOCK 9. All bathroom without operable windows to be mechanically ventilated BLOCKING TO SILL OR TOP PLATE TOE-NAILED Foundation-Chapter 4 as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST Design based upon presumptive load bearing values of sandy gravel and or gravel 10. Heating to be designed to provide 70 degrees F. with outdoor 3-8d PER JOIST at 3000 pounds designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-NAILED per square foot. Contractor to consult Arcitect if different soil materials are 11. All electrical work to be in accordance to the rules and 3-16d PER JOIST found upon excavation, regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is BAND JOIST TOJOIST END-NAILED or test hole, for alternative footing and foundation wall design. to be presented to the Owner at the completion of the job. r- BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST 12. Plumbing Installation to comply with State and Local codes O Foundation Notes: and the sewage disposal system to meet Health Department standards. LLJ ROOF SHEATHING 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing 13. Do not scale drawings. Use figure dimensions only. (n N 8d 6" EDGE 6" FIELD 8 poured concrete foundation wall, 8'-0" high, 3000 # test 14. All work to conform to the rules and regulations of the New York STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC / Energy Conversation Construction Code. All glazed area to be double Minimum depth-Section 403.1.4, 48 minimum coverage to top of footing glazed and all exterior door to have insulated cores. 8d 6" EDGE 6" FIELD P 9 # 15. The insulation protection as indicated on these plans exceeds Ld 0) UJ GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG / 16"x8" poured concrete wall footings, 3000 test p Sd 6" EDGE 6" FIELD 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) the Code's minimum standards. z Q GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKE.,S / 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier 16. These drawings and specification are instruments of service and Sd 4" EDGE 4" FIELD Damp proofing at exterior foundation below grade-Section R406 shall remain the property of the Architect whether the project for GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 30'x30"x12' deep poured concrete column footings, 3000# test which they made is executed or not. They may not be used Q O CEILING SHEATING CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT on any other project except by written authorization of the Architect. ( 1 5d COOLERS 7" EDGE / 10" FIELD Deck and porch flootings as noted, 3000# test, 48 minimum buried depth 17. Architect has not been retained for site supervision, on-site ry v GYPSUM WALLBOARD inspection and certifications as required or requested by the Owner, Q WALL SHEATHING Foundation wall to extend a minimum 8 above finished grade contractor or local building department. 8d 6" EDGE 12" FIELD All footing to be carried down to undisturbed soil _J STRUCTURAL PANELS STUDS SPACED IJP TO 16" OC / No footing shall be set higher than a 30 degree angle from any other footing O Pour no concrete on frozen ground or in freezing water. (-- Provide 3 1/2' steel lally columns. UPLIFT - CONTINUOUS PATH CONNECTORS Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or has been sufficiently USE SIMPSON STRONG-TIE CONNECTORS braced to prevent damage by the backfill (Section R404.1.7.) FOLLOW PRODUCT SELECTION GUIDE AND 5d COOLERS 7" EDGE / 10" FIELD Floors - WFCM Prescriptive Method. INSTALLATION MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. CONSTRUCTION CATALOG C-HW02 Q W Draftstopping - Section R502.12 ZQ Fireblocking - Section R502.13. ANCHOR BOLTS IN FOUNDATION USE: LL J SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie - Floor Construction: NOTES FOR SPACING Q U) 3/4" plywood subfloor, fasten per Table 3.1 WFCM. U210 2X6 Q Floor joists: see Foundation and Floor Plans, spacing as noted. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER UJ W Fasten per Table 3.1 WFCM. LTP4 16" O.C. AT EXTERIOR PERIMETER Q 2-2x6 ACQ sill with termite shield and sill seal. AND GARAGE/HOUSE COMMON WALL 4-10d X 1 1/2" FLOOR SHEATHING Finish floors per agreement. USE (4)-8d NAILS AT EACH END k", Wall construction - WFCM Prescriptive Method. GARAGE STUD GARAGE SILL PLATE USE: NOTE: STRUCTURAL PANELS Wallframing and finishing shall be nailed and or screwed in accordance with SSP CONNECTOR AT 16" O.C. 8d 6" EDGE / 12" FIELD WFCM, Table 2 and Section 4 USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 1' OR LESS 1x6 fascia, wrap 10d 6" EDGE / 6" FIELD Overhangs as noted. » GREATER THAN 1 Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2 X 5 LAG Alluminum gutters and leaders. Siding: see Elevations. MTS 36, 16" O.C. BOLTS AT 16" ON CENTER Tyvek housewrap. USE (4)-8d NAILS AT EACH END 1/2" plywood sheeting, see fastening schedule, Table 3.1, 3.9 WFCM. FLOOF. TO FLOOR CONNECTION USE: 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate MSTA 36, 16" O.C. 1/2" Gypsum wall board � USE (4)-8d NAILS AT EACH END 5/8 Type X GWB in garage. (2) layers J' GWB at fire partition Simpson Strong-Tie T_ RAFTER TO STUD CONNECTION USE: '- 1/2" MR GWB in wet areas MTS 36, EACH ROOF RAFTER U210 2X6 I--- N At least one window in each sleeping room shall comply with the exit reqirements USE 8 16d NAILS AT EACH END of section R310. RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST : Z Note drilling and notching limitations in figure R602.6(1) for bearing walls and H7 EACH ROOF RAFTERQ SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. 4-10d x 1 1/2 U -) 1 1 /4" COIL STRAP - Follow exterior corner framing detail figure R602.10.5 DECK POST TO CONCRETE CONNECTION USE: 16" O.C. USE 4-8D Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST shall have minimum of six (6) fasteners per shingle (section R905.2.5) DECK POST TO GIRDER CONNECTION USE: NAILS AT EACH STUD SIMPSON Underlayment application (Section R905.2.7.)nailing see table 3.8 PC44 FOR EACH POST < SIMPSON H-8 USE W/ONLY 8" ANCHOR BOLT 14" For roof slopes of two 2 units vertical in twelve 12 units horizontal 17- o MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL VP' A PLATE ( ) percent slope), ( ) ( ) ( GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATEN 7" MINIMUM EMBEDMENT up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 ® EACH JOIST (EVERY STUD) STUD TO S 0210 2X6 (SEE ANCHOR SCHEDULE, underlayment PORCH POST TO DECK USE: ATTACH T shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PS720 ALIGN WITH JOIST BELOW �.• AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) of ( ) SIMPSON underlayment felt layers with and starting at the eaves , fastened sufficiently to PORCH POST TO GIRDER USE: PS720 •� 60 4-J5 " hold in place. HDU PORCH ROOF RAFTER TO GIRDER USE: Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, H2.5A AT EACH ROOF RAFTER °s (14) SDS Y4 X 3 WOOD SCREWS o overlapping 4-10d x 1 1/2" CZ ' 7" MIN EMBEDMENT o o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. TYPICAL PORCH DECK LEDGER N (SEE FOUNDATION PLANS A-3.1 AND ° For roof slopes of four (4) units vertical in (12) units. s° °� A-3.2 FOR LOCATION) Ice Protection (Section R905.1.2) CONNECTIONS A ° °' ' (MINIMUM DOUBLE STUD) ° O o � � M ' o,� e•o' n° •'° SIMSON STRONG - TIE Underiayment in High wind (Section R905.1.1) ,D A ;° • G c ° �I ° » » Flashing (Section R905.2.8) STU Y2 BEARING PLATE : n ° 1 1/4 COIL STRAP - 16 O.C. Chimney and firespaces - Chapter 10 Ener Efficienc Cha ter 11, see attached re ort DOUBLE 2X MIN. o, ;•�• ;o ,°p,��a Q,• A ° USE 4-8D NAILS ® EACH STUD, Mechanical - Chapter 12 P FOR HEADER OR General Mechanical System - Chapter 13 BEAM c a °• a.. a Heaitng and cooling equipment - Chapter 14 . >- ,' ^t ��• �.°• ,�,°., Exhaust Sustem - Chapter 15 z o? •D D D •, DD °• DOUBLE TOP PLATE MTS30 ROOF RAFTERS Duct System - Chapter 1s Simpson Strong-Tie c•o c� a ud,&t.. ° Combustion Air - Chapter 17 AC4 C '� d '?��I,A4 c s° SSP Chimneys and Vents - Chapter 18 AT EACH POST71 o SEE PLAN Plumbing - Part VII "C a 1 3/4" IMUM w as Flood Zone - 301.2.4 EDGE DISTANCE �•, y' D HEADER FLOOR TO FLOOR D LSTA21 Simpson Strong-Tie U CONNECTION KING STUDS CS20 1'/4" COILED Y2" THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2----,, ��•Ij JACK STUDS OVERLAP AT EACH `V L SIMPSON STRONG -- TIE SIMPSON STRONG-TIE STUD -� o I- 1 1/4" COIL STRAP - H2A do 2"MINIMUM CNW NUT COUPLER �{ o 16" O.C. USE 4-8DAT EACH ROOF SIDECOVER `v o , NAILS AT EACH STUD AT USE 8-16DMIN MIN OVERLAP IS 12:" NAILS AT EACH END JACK 0 SIL �� : :: DISTANCE* 12" MIN OVERLAP PER RT2.5 COMPONENT �,�, •� " STHD8 'A '.sa` '`E� :' • :;; ,4 MIN EDGE SHEET N0. STUD TO ROOF RAFTER °= • P. FLOOR TO FLOOR Simpson Strong-Tie ' DISTANCE* WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FORAB *NOTE: SEE MANUFACTURERS . MIN. O��ERLAP IS 12 FRAMED OPENING EXTERIOR WALL CONNECTIONS: AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RIM JOIST AND CANTILEVER CONDITION INSTALLATION RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS