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Home My WebLink About42345-Z o��uFF04�oa Town of Southold 8/25/2021 y� P.O.Box 1179 0 v • 53095 Main Rd o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42282 Date: 8/25/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 260 Huckleberry Hill Rd SCTM#: 473889 Sec/Block/Lot: 31.-16-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/26/2018 pursuant to which Building Permit No. 42345 dated 2/5/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additiions, including covered front entry and rear deck,to existing;singley dwelling as ap In ied for.. The certificate is issued to Kovatch,Patricia&Harrison,Robert of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42345 8/22/2019 PLUMBERS CERTIFICATION DATED 10/31/2019 Na Edington AA A066-ignature S��ntk, TOWN OF SOUTHOLD BUILDING DEPARTMENT Ca TOWN CLERK'S OFFICE 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#: 42345 Date: 2/5/2018 Permission is hereby granted to: Quiet Man Hldgs LLC 13235 Main Rd Mattituck, NY 11952 To: make alterations to an existing single family dwelling as applied for. At premises located at: 260 Huckleberry Hill Rd SCTM # 473889 Sec/Block/Lot# 31.-16-5 Pursuant to application dated 1/26/2018 and approved by the Building Inspector. To expire on 8/7/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $353.60 CO -ALTERATION TO DWELLING $50.00 Total: $403.60 Building Inspector 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: Z6 Z�CjC �/may jLG B2/P House No. Street / Hamlet Owner or Owners of Property: (M�� & 9QI_IV S 1� if Suffolk County Tax Map No 1000, Section , Block Lr 16 Lot Subdivision Filed Map. Lot: Permit No. �2,35 Date of Permit. Applicant: Health Dept. Approval: ly�e Underwriters Approval: Planning Board Approval: /V/A Request for: Temporary ryCertificate Final Certificate: (check one) Fee Submitted: $ � Applicant Signature ®t SO�j�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® �� roger.rich ert(cD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Quiet Man Hldgs LLC Address: 260 Huckleberry Hill Road city.East Marion st: New York zip: 11939 Building Permit#: 42345 Section: 31 Block: 16 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting of Suffolk License No: 38893-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 27 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water ELEC GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors 2 Main Panel 200A AIC Condenser 1 Single Recpt 1 Recessed Fixtures 24 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 2QQ Emergency Fixture Time Clocks Disconnect 200A Switches 32 Twist Lock Exit Fixtures TVSS Other Equipment: 3- Combination Smoke/ CO Detectors, 2- Paddle Fans, 2- Bath Fans, Range Hood, 5 ft. Multi Outlet Wire Mold, 2- Dead Front GFCI's, 6- Combinatioin GFCl/ARC Fault Circuit Notes: Breakers, 4- GFCI Circuit Breakers. Inspector Signature: , Date: April 22, 2019 0-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING EPARTMENT D TOWN OF SOUTHOLD -OCT 3 1 2019 .CERTIFICATIO-N Date: Building Permit No. LIS' Owner: (Please print) Plumber: J 7-F- CD (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumders Signature) Sworn to before me this day of_ 20=�-- DAVID J.JANNUZZI NOTARY PUBLIC,STATE OF NEW YORK Registration No.02JA6052585 Qualified in Suffolk County Commission Expires February 13; Notary Public, :County .._ Uf SOUIyOIo # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 765-1802 INSPECTION [v, UNDATION 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: rO r r AVIS ✓ (/ P- ' . v D - S �rll�i DATE INSPECTOR ho�aOF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. Murm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: hWZ-- DATE 10 IMS INSPECTORFo q SOUTy�� # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION Z , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. 4 [ ] 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<�Z 'aso # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm, 765-1802 INSPECrON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: n n , %, V-Nodom.��&� !Q CA,.wv v �94> DATE ' INSPECTOR J Barg souryO ,moo �o # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ D R GH PLBG. FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION lu4CAULKING REMARKS: Ira m o gove:but* �. 46&vb� ov, aso 10c,"o DATE INSPECTOR q SOUIyOIo # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765.1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE L �� % INSPECTOR �c v a SOUIyo - # # TOWN OF SOUTHOLD BUILDING DEPT: �ouxn ' 765-1802 = a. INSPECTION [ -] -FOUNDATION 1ST [ ZROH PL13G. P-] FOUNDATION 2ND [ ATIOWCAULKING ] FRAMING/STRAPPING [ [ ] FIREPLACE& CHIMNEY . [ -]- -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ `] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ]' ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O MARKS: DATE INSPECTOR �3l wv eC, Retrotec rCloud Quality Assurance Report Resnet 380 Total Duct Leakage Test PASS Your Result: 0.4 CFM/100 ft2 (5 CFM * 100 / 1200 ft2) Target<= 3.2 CFM/100 ft2 Test Information Test Name 260 Huckabee hill road Test Date 2021-03-15 10:05 AM (UTC= IAC Export id OK7LCEYR Company Name Star mechanical AUG 2 3 202f # Technician Name Rey Villegas Technician Email reyhvac1989@gmail.com I'gJi .i}Ei31 �ud r�Yv Building Information Address 260 Hucklebery Hill Rd City East Marion State NY Zip/postal Code 11939 Country United States Year Constructed Not available Elevation 16 ft Address Verified? Yes Building Latitude, Longitude 41.122709,-72.334656 GPS validation Latitude/Longitude: 41.122812,-72 334738• Accuracy• 40 ft Estimated Distance From Address 33 ft Test Equipment Fan Model Retrotec 300 Fan Serial Number NA Pressure Gauge Model Retrotec DM3210A Gauge Serial Number 410079 Environmental Conditions Pre-test Indoor Temperature 67 OF Pre-test Outdoor Temperature 20 °F Wind Speed 16 M P H Average Barometric Pressure 102.4 kPa Test Dimensions Conditioned,Floor Area 1200 ft2 Volume 12000 ft3 1 ® Retrotec rCloud Test Results Summary Test Type Resnet 380 Total Duct Leakage Test Flow Reference Pressure 25 Pa Time Averaging 5 seconds Nominal Fan Flow 4.96 CFM @ 25 Pa Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Outside Measured Pressure (Pa) -25.08 Fan Pressure [300 - 18] (Pa) 119.27 Flow (CFM) 4.97 2 Retrotec rCloud Compliance Verification 4.2.2. The HVAC system controls shall be adjusted so that the air handler fan does not Confirmed turn on during the test. Pressure probe location supply Duct leakage tester location return 4.4.1.1. If ducts run through Unconditioned Space Volume such as attics, garages or Confirmed crawlspaces,then any vents, access panels,doors, or windows between those spaces and the outside shall be opened. At least one door, window or comparable opening between the building and the outside shall be opened to prevent changes in building pressure when the Duct Leakage Tester is running. 4.4.1.3. An indication of whether the Duct Leakage Tester is pressurizing or Pressurize depressurizing the duct system shall be recorded. 3 Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 300 Fan Serial Number NA Flow equation parameters - Bi Units Used For Flow Parameters in Equation CFM Fan pressure (FP) is the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced, and the room pressure is positive,fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing: FP = jPrBj- PrA If PrA is less than 0 or fan is self-referencing: FP = PrB Flow calculations are not valid if fan pressure is less than either MF or(K2 x IRPI) FP = fan pressure, RP = room pressure Range N K K1 K2 K3 K4 MF Open 0.5010 28.9100 0.0000 0.4000 0.0000 1 20 74 0.5045 7.0770 0.0000 0.2500 0.0000 1 15 47 0.5000 3.2410 0.0000 0.1000 0.0000 1 10 29 0.5020 1.1900 0.0000 0.2000 0.0000 1 20 18 0.4990 0.4570 0.0000 0.2500 0.0000 1 25 11 0.4800 0.2080 0.0000 0.2500 0.0000 1 25 7 0.5000 0.0718 0.0000 0.1100 0.0000 1 25 102 0.5900 10.7000 0.0000 0.4000 0.0000 1 100 flow= (FP -RPxK1)1 x K + K3XFP) xK4 J 4 ,.�:�\'�j\ P'�^^i�� Fe► �,\�' rR - � 'f �-'"-� ��`� Vii. R Ila r 1p—PlAull, -TEC IL Yu No ' � �- \• .A •'vim" -,• t-'T'. ` �'�i4 Y{' t i y '�� '!+E t� � j. /—�/-1-�.�.." .'"_-_ ;h�7';. ^ter tJ�_ y + _ �� 1-�. .•y�� _ �i.'tis ' YTS .'_ �"r .�� _��' t•.; _ %. * b 'NCF•ya r _ r �i. �� -�.�. ,mss "� _ "'�-,• -. '�,� -+e �,�Ir ,F.1 ..•' - r`c a �. r !"�rt .ems. _'r - �, t..t � , l z- 'Y',• w;r °. - ter - �..0 �� '' _ "r, ..til �. n;I.. '.(.•' r,' .� ��/ \ .�. C - r 'ice .4, _ `e, J i � ®.~ _ a a -- � _ - .•��. • � s'� �?r.its T `• / _• .ems �• � i '�.' i�� -;� s, -`` � }� � S- �' f � � _ � 1. �� .Y� ,.•'.- y ,c� k`+.� `�" '�-. Vi.µ,5�! Y` ' _ .•F' \� � arm? �i-':: i - �ac r�,tr �� moi`� r•. '•�i: .5XRO A', Ail r • t - -:.fix .•..�C I " iMi"�'4 y+ t ��^ "� a \�^� \ /-.4"'?x`�` T :! y�'t•,tom^"�.eo _ ��-% ` �� ,Y -♦fie * S;• `f!r .gel. 1_ �-,V �\ St ,�- �tiJ.. j 9.1u eY A orf f l' ��„r `�� f �_� .�`.1 5 .•.f 3 1 4 rci _h . �_ _r �4>” i `\ a •��"4 .p All, ty. IV .y r v �r r • Li 4 S�rot-,1 : G r fix- 77 Ali ,I• -�� 'l. ,�!• v'q_, �'r '4 _� ` pr J pit, L �.'. . -'�'r�. T �1,• ��1/1L ��R M'1llP,� `� �vf F�1� ,r r�-,� .f_•� i rv.* ro. CODANIENTS jo Mim IAN FOUNDATION(1ST) -------------------------------------- FOUNDATION (2ND) lal MrA RAW INSULATION PER N.Y.. AK STATE ENERGY CODE lopM ADDMONAL COMMENTSis Cal 77 "Un 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)'765-1502 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.O.E.C. ' Trustees -C.O.Application = Flood Permit ' Examined 20 Single&'Separate Storm-Water Assessment Form Contact: Approved ,20--1- Mail to: Q#V1,g Disapproved a/c i �?D-�3�6-72 /�J,�1�/TUCrTC LIQS,Z Phone: Expiration ,20 -, nspe for JAN- •2 6 201 B � ' ' 4PPLICATION FOR BUILDIN ERMIT 20 1 hy-0THOI,Ip INSTRUCTIONS TOWN OF S =�r a. This,applicat 6n MUST completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plan-,() aQll ` e.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 lthroughbtzt the work. e.No building shall be occupied or used in whale 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 complefed within 18 months from such date'.If no zoning amendments or,other regulations affecting the .property have been enacted in the interim,the B,uilding.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 Southpld,.Suffolk.County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of building's, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,'ordinanees,ibuilding code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections'. QUde5_T/MN /AT-1,21 IK,P 0 LL C (Signature of applicant or name,if a corporation) Po, 4rox %Gzz A#711,7 rQYNY //$sO (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises QU/,�� A?W AI A;1oL,b/t✓GS, 1-L C (As on the tax roll or latest deed) if applicant is a corporation, signature of duly aut z officer PAVID M&&V= /tel (Name and title of corporate officer) Builders License No. � Plumbers License No. �3b Electricians License No. b Other Trade's License No. i 1. Location of land on which proposed work will be done:; 26 6 /fUc4Z66 y 44ezz ,P 0.410 ,�.�1'T/`?.s�,e�0/1/ House Number Street Hamlet' - County Tax Map No. 1000• Section �� Block Lot Subdivision i Filed Map No. Lot. 2. State existing use and occupancy of premiises and intended use and occupancy of proposed construction: a. Existing use;-and occupancy b. Intended use and occupancy /7h�w7y. � 3. Nature of work(check which applicable)- New BuildingT Addition_ Alteration>_ Repair ; Removal' ; Demolition_ Other Work _ " (Description) 4. Estimated Cost - ree (To be paid on'filing'this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor 0/J/,E//� If garage, number of cars ,6.1 If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if-any:'Front ` :!j]6,7 Rear .!576, Depth g,6, -5 Height /z. o Numberjof Stories olvl�5 11 Dimensions of same structure with alterations or--additions: Front ;'p 6,` Rear .:�56 . Depth Height_ Number°of lS'tories ') 8. Dimensions of entire new construction: Firont'• , Rear �J6Z•.-F Depth, Height ��'�( �' Number of Stories 04,1/E 9. Size of lot: Front /.;W,87 / Rear '' Depth C2 10. Date of Purchase 26 Name of Former Owner 1 . Zone or use district in which premises are situated 1 1. Does proposed construction violate any,zonirig l4Ny, ordinance-or regulation?YES Nd 13. Will lot be re=graded? YES NO Will excess fill.be,,removed from premises?YES NOX— 1 . Names of Owner ofipremises �•JddressW VY 059 No.063/:6P0 Al 7 Name of Architect oey,Told r Address B c .0 6 I Phone No 1,s,16 84e-q6 9 7 Name of Contractor, f Address; -:Phone No': i 1 a. Is this property Within'100 feet of a tidal 'wetland or a;freshwater wetland? *YES Nb• X tr, I ' t•r , 3 . . •; .r IF YES, SOUTHOLD'.TOWNr TRUSTEES'&'jD.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal'wetland? *.YEAS=�NO { IF YES, D.E.C. PERMITS MAY BE REQUIRED:. 1 . Provide survey, to scale, with accurate foundation plan and distances to property lines. Y . If elevation,at any point on property is at 11,0 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions vjith respect to this property? * YES NO_� IF YES, PROVIDE A COPY, S--ATE OF NEW YORK) SS: C LINTY OF R&FcV-1 J'V U being duly.sworn, deposes and says that(s)he is the applicant (Name of individual signing coniract)above;named, (S)He is the ��'j��,� (Contractor,Ageiit, Corporate Officer, etc.) ; of said owner or owners,and is duly authorized to'perform or have performed the said work and to make and filethis application; th it all statements contained in this application ars;true•to the best of his knowledge and belief; and tfi the work;will be performed in the manner set forth in the application filed therewith. Sworn to before me this 2 7 day of 9,gC,f✓l/j�,� v _ Notary Pu iCM�CHAEL A.KIMACK Sig ature of Applicant] NoParY Public,State of New York 4uafif ed in Nassau Count ��t•Yn Michael J.Domino,President '�0f soyo Town Hall Annex John M.Bredemeyer III,Vice-President �0 l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G • �� Telephone (631) 765-1892 Greg Williams �O�y ,tea Fax(631) 765-6641 I BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD i Permit No.: 9190A i Date of Receipt of Application: January 31, 2018 Applicant: Quiet Man Holdings, LLC; SCTM#: 1000-31-16-5 Project Location: 260 Huckleberry Hill Road, East Marion Date of ResolutionlIssuance: April 18, 2018 Date of Expiration: April 18, 2020 Reviewed by: Board of Trustees �I Project Description: Demolish existing 484.11 sq.ft. one-story cottage; remove two existing 36sq.ft. steps; on existing one-story dwelling construct a 197sq.ft. deck onto the westerly side; construct new 45sq.ft. roof over entry portico; construct new roof; construct 48 sq. ft. one-story addition on landward side; and install new siding, windows, and exterior doors. i Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter-27,5 of the Southold Town Code. The issuance of an Administrative Permit allows for*the_operations as indicated on the site plan prepared by James Thornton, Architect P.0 dated December 19, 2017, and stamped approved on April 18, 20118. I Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. i This is not a determination from any other agency. i Michael J. Domino, President Board of Trustees i Michael J.Domino,President '\QF so�Ty Town Hall Annex John M.Bredemeyer III,Vice-President ,`O� old 54375 Route 25 P.O.Box 1179 Glenn Goldsmith [ Southold,New York 11971 A.Nicholas Krupski G Telephone(631)765-1892 Greg Williams �� Fax(631)765-6641 �y0OUNT` 1 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD I CERTIFICATE SOF COMPLIANCE I 1660C Date:November 26, 2019 i THIS CERTIFIES that the demolition of existing 484.11 sq.ft.one-story cottage;remove two existing_36sq ft steps;on existing one-stoTy dwelling construct a 197sq.ft. deck onto the westerlyside, construct new 45sq ft roof over entry portico• construct new roof,construct 48 sq.ft.one-story addition on landward side;and install new siding,windows, and exterior doors; At 260 Huckleberry Hill Road,East Marion I Suffolk County Tax Map#1000-31-16-5 i Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 31,2018 pursuant to which Trustees Administrative Permit#9190A Dated April 18.2018,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing;484.11sq.ft.one-story cottage;remove two existing 36sq ft steps,• on existing one-story dwelling construct a 197sq.ft.deck onto the westerly side-,construct new 45sq ft roof ov&entry_portico,• construct new roof construct 48 sq.ft. one-story addition on landward side,• and install new siding windows,and exterior doors. The certificate is issued to Quiet Man Holdings,LLC owner of the aforesaid property. o Authorized Signature I I I �� 5-1F01[�A�l WA r]FIE)� co y- A. Russell SUPERVISOR � � I��]CA\1 N A\(G IEI\V]C]EN T SOUTHOLD TOWN HALL-P.O.Box 1179 Dry 53095 Main Road-SOUTHOLD,NEIN YORK 11971 '�O ' tea- Town of Southold j CHAPTER 236 - STORMWATER MANAGEMENT-WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL,THAT APPLY ❑ VA. 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. np C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. : ❑0 D_ Site preparation within 100 feet of wetlands, beach, bluff or coastal _ erosion hazard area. t ❑ 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, ignaturerContaet-InfoxmationTDat"-County--Tax-Map-Number!—Cbapte"36-does.not_apply-to-your-pro,}ect If you answered YES to one or more of the above,please submit Two copies of a Storm-water Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. 100 0- (Property Owner,Design Professional,Agent.Contractor,Other) #: lorO Date NAME: �J� �y (� - '�` � Wnmy D�—i^I - Section Block Lot f-O�i Bl fLDJG DI✓P:=:i?TNLti"I lJ SI i: l Contact Information ra.NM.,.Nu,nx, i Reviewed By: — — — — — — — — i — — — — — — — — — � Date: Property Address / Location of Construction Work: ! — —rAr — — — — — — — — — — — — — — proved for procea�ing Building Permil. 1S,-16Z lew urmwater Management Control Plan Not Required F1 (Forward Management Control Plan a Required T (Forward to Engineering Depai tment Ior Review FORM SivICP- TOS MAY 2014 i I - I � �. BUIIWING DEPARTMENT-Electricald (c'OVIE! TOWN OF SOUTHOLD �((� Town Hall Annex - 54375 Main Road - Box 179 - Southold, New York 11971-0959 SEP 1 7 2010 Telephone (631) 765-1802 - FAX(631) 765-9502 M-Qer.richert _town:southold,n: :'us RuiLDwGDEpT. +yv1}� y �Kyyy�� -' -' 20LD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ' Date: Company Name: vV1 'V*v0 4b-P Name: r-2An License No.: �ggg3— email: CO Address: �o q 8 Phone No,: JOB SITE INFORMATION: (All Information Required) C Name: Address: atoQ r" o Y') Cross Street: YA Phone No.: C- Bldg.Permit#: email; ts q o Tax Map District: 1000 Section: Block: Lot BRIEF DESCRIPTION OF WORK(Please Print"Clearly) ju�,t Circle All That Apply: Is job ready for inspection?: Y / NO Rough In Final Do you need a Temp Certificate?: YES/ Issued On Temp Information: (All information required) Service Size 1 Pfi 3 Ph Slzej�qMj A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnectedndergroun - Overhead #Underground Laterals1 2 H oiame Pole Work done on Service? N Addifional Information: iwenox goP 2c, PAYMENT DUE'WITH APPLICATION 82-Request for Inspection Form.xis Qt I' REVISIONS 1- GENERAL REQUIREMENTS 1 1/21/18A- TABLE 8602.3{1} TABLE R812.5.1(9) U ALL WORK SHALT.COWOF41 TO THE REQUIREMENTS OF THE CURRENT BUILDING CODES OF NEW YORK RK STATE:ALL WOSHALL ALSO CO FORK TO THE REQUIR]"ENTS OF ANY OTHER FASTENING SCHEDULE RAFTER/CEIUNG JOI ST HEELJOINT CONNECT!DNS TABLE R301.20) CODES AND AUTHORITIES N,AVMG JURISDICTION. 2 3/28/18 ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER&TYPE OF FASTNER SPACING&LOCATION GROUND SNOW LOAD(psf) CLIMATIC AND C-EOCRAPHIC DESIGN CRITERIA 2) THE GENERA-CONDITIONS AS HEREIN AFTER WRITTEN SHALL APPLY TO ALL TRADES EMPLOYED TO ANY NECESSARY CONTRACT,AND CONTRACTS THAT MAY BE NECESSARY TO MAKE ROOF RAFTER 20 OR COMPLETE THE WOW'M ALL OF ITS PARTS,AND IS ALSO INTENDED TO APPLY TO ALL MATERIALS UNLESS SPECIFICALLY NOTED OTHERWISE. 3 5/13/18 4-8d box(21/2"x 0.113");or RAFTER Roof Span(feet) HIND DESIGN 5EI5MIG SUBJECT TO DAMAGE FROM HINTER ICE SHIELD AIR MEAN 3) THE CONTRACTOR SHALL VISIT THE PROJECT SITE TO FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND TO VERIFY ALL DIMENSIONS AND CONDITIONS OF EXISTING BUILDING AND SPACING GROUND TOpO�q W 5P(�&L�9MD HIND-BORNE DE516N UNDERLAYMENT FLOOD 3-8d common(21/2'x 0.131");or Toe nail SLOPE {inches} � 20 28 36 SNOH�� .�� DESIGN I^EATHERIN6 FROST LINE DEPTH TERMITE � ��I� H��• FREEZING ANNUAL SITE.M CASE OF ANY DISCREPANCIES BETUIEEN CONTRACT pOCUNENTB AND ACTUAL FEW CONDITIONS,THEY SHAG BE REPORTED TO TFE ARCHITECT M WRITING FOR CORRECTION. 4 1 Blocking between ceilingjoistsorrafterstotop plate 3-10d box(3"x 0128");or Required number of 16d common nails UITLT5 IWON DEBRIS ZONE GATEWRY INDEX TEMP WORK DONE AFTER THE DISCOVERY OF DISCREPANCIES AND PRIOR TO WRITTEN APPROVAL FOR CORRECTION SHALL BE AT THE CONTRACTORS OWN RISK NO ADDITIONAL.COST WALL 3-3"x 0.131"na+ls I perheal joint splices BE ADDED TO THE PROJECT DUE TO CONiRAC:TORS OVERSIGHT IN VERIFICATION OF EXISTING CONDITIONS. 4-8d box(21/7'x 0.113);or 3:12 s e 10 13 20 LBS 135 MPH NO NO NO B SEVERE 5'-6" MODERATE 15 YES FF:PER I 4) THE OWNER MAY ORDER CHANGES M THE WOR%WITHOUT INVALIDATION OF THE CONTRACT,SUCH CHANGES SHALL BE AGREED TO IN WRITING BEFORE SUCH CHANGES ARE MADE 5 2 Ce 111ngjoiststotopplate 3-8d common(21/2'x0.131");or 4:12 d 6 B 10 TO HEAVY 52.Q" 5) ALL WARRANTIES FOR WORK,LABOR AND MATERIALS N THE CONSTR)CTION OF THIS PROJECT SHALL BE VALID FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE FROM THE Perloist,toe nail OWNER 6 3-10d box(3"x 0.128 );or 5:12 16 3 5 6 B 6) CONTRACTOR SHALL NAME THE HOMEOWNER AND THE ARCHITECT AS ADDITIONAL INSURED ON CONTRACTORS LIABILITY INSURANCE. 3-5'x 0.131"nails 7:12 3 4 5 6 Ceilingjoi5t not attached to parallel rafter,lapsover 4-10d box(3"x 0.128");or 9:12 3 4 4 5 3 part+ti ons(see sections 8802.3.1 8802.3.2 and Table 3-16d com mon(31/2"x 0.162");or Face nail 12:12 3 3 4 d OR TO PROTECT ALL MATERIALS,EXISTING CONDITIONS TO REMAIN,AND NEW CONSTRUCTION AS REQUIRED BY(GOOD CONSTRLICTION PROCEDURES. 8) CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY RAN OR INCLEMENT WEATHER DURING CONSTRUCTION. 7 9) SHOULD ANY FIELD CONDITIONS OR INACCURACIES ARiSE THAT WOULD PREVENT THE CONTRACTOR FROM EXECUTING THIS PROJECT EXACTLY AS INDICATED N THESE CONSTRUCTION 8 CeilinR8021[9)) 4-3"x D.131"nails DOCUMENTS,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY WITHOUT PROCEEDING WITH THE CONSTRUCTION M THE AREA M QUESTION. 10) THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY. 9 sections oRst attached Z parallel Table see Table R 802.5.1(9)attached Face nail PROVIDE 5/80"ANCHOR BOLTS @ 45"O.C.MAX., 11) THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDMG DUIPSTERS ON SITE TO ENSURE ALL GARBAGE AND DEBRIS IS CONTAINED AND REI'1OVED FROM SITE M AN ORDERLY 4 sections 88023.1,8802.3.2 and Table 8802.5.1(9)) 4-10d box(3"x 0.128"),or V-0"FROM EACH CORNER,NO LESS THAN 2 PE 5 Collartie to rafter,face nail or 1114"x 20 ga ridge strap 3-10d com m on(3"x 0.148");or Face nail each rafter SILL,AS PER CODE.BOLTS SHALL EXTEND A REScheck Software Version 4.6.4 12) FASHION.THE CONTRACTOR CONTRACTOR is TO PROVIDEE THE HOME OWNER IU1H RESPONSIBLE FOR IN CLEAMJP A RELEASE OF LIENS FORM FOR ALL MATERIALS,ANp SUBCONTRACTORS.PRIOR TO FINAL PAYMENT 10 to rafter 4-9'x 0.131"nails MINIMUM OF 7"INTO CONCRETE(TYPICAL) 3-16d box nails(31/2"x 0.135");or ttde nailson one side and ltoe nail Compliance Certificate 2- SITE 3-10d com m on(9'x 0.148");or INSTALL SIMPSON STRONG-TIENr U GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR CITING DOWN ALL TREES,VIES AND VEGETATION ETC.THAT ARE N THE WAY OF EXCAVATION,AS WELL AS DIGGING OUT STUMPS,AND 6 Rafter or roof trussto plate 4-10d box(3"x 0.128");or on opposite side of each rafter or #LBPS5/8 BEARING PLATE @ REMOVING THEM FROM THE PREMISES. truss 4-9'x 0.131"nails EACH ANCHOR BOLT UGH AROUND BUILDING CONTRACTOR TO ROGRADE AROBUILDING PERIMETER TO PROVIDE DRAINAGE AWAY FROM THE BUILDING 3) CONTRACTOR TO GRADUALLY FEATHER OUT THE ROUGH GRADE TO JON THE EXISTMG GRADING: 4-16d com m x (31/2" or PICAL) �� O^"�"� J 4) STRIP ALL TOPSOIL N AREAS TO BE DISTURBED BY EXCAVATION AND STORE IT ON SITE FOR RMJF;E REDISTRIBUTION N A LOCATION DETE WI ED BY THE H01'EOIItER PRIOR TO THE 3-Sod common(31/2"x O.Sd8");or Toe nail 1 4-Sodbox(3"x0.129');or Project 260 HUCKLEBERRY HILL RD COMMENCEMENT OF WORK 7 Roof rafters to ridge,veilley or hip rafters or roof rafter 4-9'x 0,131"nails Energy Code: 2015 IECC 5) CONTRACTOR TO HAVE WATER LINES,SEWER LASAN S,GAS LINES, D ELECTRIC LIKES MARKED OUT PRIOR TO ANY EXCAVATION.BEFORE ANY WORD CN SITE 16 TO BE DOPE CONTRACTOR TO CALL THEISLAND OPE CALL CENTER I-800-212-4480. to minimum 2"ridge beam 3-16d[3 1/2x 0.135');or MINIMUM NUMBER OF FULL I-EIC�HT 511JD5 AT Location: Greenport, New York 3- CONCRETE �2-16d common(3 VZ'x 0.162");or End nail o EACH END OF i' -ADER5 IN EXTERIOR WALL5 Construction Type: Single-family 1) ALL FOOTINGS 4 FOUNDATIONS TO BEAR ON VIRGIN,UNDISTURBED SOIL OF 300 PSF MNI IM BEARING CAPACITY:CCNiRACTOR SHALL HAVE THE LEVEL OF ACCEPTABLE BEARING STRATA 3-iOd box(3"x 0.126);or o Project Type: New Construction YERIFIED N THE FILLD• 3-9'x 0131"nails MAXIMUM STUD SPACING WALL (INCHES) Conditioned Floor Area: 0 ft2 2) ALL CONCRETE WORK SHALL CONFORM TO RPQIJ11;eT ITS AND RECOMME?NDATICINB OF ACI-301-%'SPECIFICATIONS FOR STRIXTUR4L CONCRETE FOR BUILDINGS'(FC'■3000 PSI}.ALL EXPOSED Glazing Area 29% SLABS)•GARAGE SLABS,AND STEPS SHALL BE 31"00 PSI AIR-DMIED NOT LESS THAN 5%NOR MORE THAN i%BY VOLUME REMORCNG STEEL SHALL CCf�FOIRM TO ASTM A-65 GRADE 60. 16d common(3112"x 0162") 24"o.c face nail HEADER 9 8 Stud to stud(not at braced wall) 10d box(3"x 0.128");or 16"ox.face nail 5PAN (FEET) (PER TABLE 8602.1.5) Climate Zone: 4 (5572 HDD) 3) BOTTOM OF ALL EXTERIOR FOOTAGE TO BE 3'-6"MMMIM BELOUI GRADE INLLESS NOTED OTHERWISE. 3"x 0.131 nails 16d box(3 1/7'x 0,135");or oc Permit Number: 5) SOIL CCMPACTION TO BE 95%PROCTOR DENSITY. 3"x 0.131nalls 16 24 Permit Date: ALL CONCRETE BLOCK SHALL.Ca�dR1 TO A81M C90t MORTAR SHALL BE TYPE T1' g Stud to stud and abuttingstudsat intersecting wall 12" . face nail - 6) FOWATION WAIS TO BE 10'THICK(LNLESS O HIERIISE NOTED), REINFORCED POURED CONCRETE,3,000 PSI O corners(at braced wall panels) 16d common 3 1/2"x a 162" 16"o.c.face nail \- `� 5 ft I I Construction Site: Owner/Agent: Designer/Contractor: 1) ALL FOOTINGS TO BE COMM,POFD C04C MM AS PER PLANS Z IMI r 16d common(31/2"x 0.162" 16"o.c.each edge face nail o ° 260 Huckleberry Hill Road Quiet Man Holdings,LLC James Thornton,Architect P.C. 8) FOOTINGS TO 14AYE TWO 5 RE-BARS RINNING BOTH SIDES OF FOOTING FOR THE LENGTH OF THE FOOTINGS UNLESS OTHERWISE NOTED G Z W I- 10 Built-up header(2"to Z'header with 117'spacer) 16d box(3112"x 0.135") 12"o.c.each edge face Hall ; `� a 4 ft 2 I East Marion,NY 11939 260 Huckleberry Hill Road 8 Wichard Drive 9) INSTALL STEEL ANCHOR BOLTS 4 CORER STUD HOLD DOWNS AS PER PLANS 4 DETAILS Q O X Q 5-8d box(21/2"x 0.113);or \ ° o East Marion,NY 11939 Oakdale,NY 11769 11 Continuous headerto stud 4-8d common "x 0,1 x 0.131");or Toe nail 8 f t 3 2 631-680-1157 516-848-4697 �) STET'FOOTING UIERE NECESSARY AND INSTALLED ED 4S PER CODE WIN A MAXR11l"f RISE OF I'-0'AND A MNMIM RN OF 3'-0' W ..I Q Z II) PROVIDE OPENNGS WITH S'X 16'ALUMINUI FRESH AIR VENTS UTH SCREENS M FMOATION WALLS AS PER DRAWING. O W W Z M � architect.jft@gmail.com � CL 0 W W L9 Tl) CONTRACTOR TO DOWEL 12'LONG 5 RE-BAR INTO EXISTING FOIINDAI1CN*12"OC.FOR TE N. Q � Z u F. Z 4-lOd box(3"x 0.128) " o - \ ° 0 12 ft 5 5 13) THE CONTRACTOR IS TO LAYOUT,WIN TRANSIT,THE PROPOSED NEW ADDITION,WITH STRINGED LINES ON BATT BOARDS WITH 10'-0'OFFSET.ON ALL NEW FOWDATION WLALL$. � _ '! P , 16d common(3112"x Cl.162") 16"o.c.face nail o °o° 14) APPLY CONTINJOIJS 2"RIGID BLUEBOARD NSU.ATION ON TOP OF UALLS,SEE SECTION i OF WRITTEN SPECFICATICNS FOR WATERPR70FMG/DAMIPROOFM 1„ Z LL O Q 12 Top plate to top plate 10d box(3"x 0.128");or 12"o.c.face nail D " ° A `(S-�I 'p .1; 3"xO.131nails ° 1b ft 6 4 h"1.tes€„i}; S' 1 5 - METALS � G O F- M 8-16d common(31/7'x 0.162');or Compliance: 0.9%Better Than Code Maximum UA: 323 Your UA: 320 Maximum SHGC: 0.40 Your SHGC: 0.29 1) ALL STEEL WORK SHALL CONFOR'I TO THE REQUR•]'ERM OF THE RISC'SPECIFICATICNS FOR MSK,N,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS••STEEL SHALL CCPFOW LrJz LL Q O W Double top plate splice?for SDC:A-Dz with seismic 12-16d box(31/7'x 0.135");or The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. TO ASTM A-512(GRADE 50)AND A-501 Face nail on each si de of end joint DE TAILOF ANCHOR BOLT it DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 'zU1 W WIn 12-iDdbox 3x0.128" or6 - WOOD 4 PLASTICS Q W braced wall line spacing<25 ( )' (minimum 24"lap splice length each JL .J E " 2 13 12-3"x a 131"nails D ALL LUMBER SHALL BE DOUGLAS FIR-LARCH rL SIZE AND SPACING AS SHOWN ON PLANS.FB■110W PSI OR BETTER GRADE MARKED. Q W .WJ Wa, U N Q side of a nd j of nt) NOT TO SCALE 2) LAMINATED VENEER LUMBER BEAM 4 GIRDERS(LVL)SHALT.BE E•20MOM PSL FB■2AW PSI,AS MANIFACTI.M BY'I LEYEL TR11S JOIST'OR EQUAL = Z _ = Z DoubletopplatespliceaSDC'sDaDLorDbandbraced 12-16d(3112"x11135") Envelope V e I O p e A 5 S e m I e S 3) DOUBLE UP FRAMING AROUND ALL OPENINGS,MER PARALLEL.WALLS Am WDER BATHTUBS PROVIDE SMPSON HANGER Ca ECTIONS AT ALL FLUSH STRJCMAL-LOAD BEARING CONDITIONS. 3 Z) O Q O 3 wall II ne spacingZ 25' 16d common(31/2"x a 16T) 16"o.c face nail 2"AIR SPACE 4) PROVIDE FIRESTOPPING"CATS"AT MIDSPAN OF ALL BEARING AND NONBEARING PARTITIONS AS PER CODE. Bottom plate to joist,rim joist,band joi st or blocking � J : j �; , •f 5) PROVIDE HEADERS NOT INDICATED ON PLANS AS FouC>us f1nx10 U'To b-0, 4(2nx12 lA'To 1m'-0' 1d 16dboxm 112"xa"xa or r (not at braced we]I panels) 3'160 box(3'1/2"x 0.135');or 3 each 16°o,cface lnail CAP SHINGLE REQUIRED FOR PRCUT BACK OPER Wall 1:Wood Frame, 16"o.c. ; 1,581 / 15.0 3.0 6) ALL NEW PLYWOOD ` TO BE 3/4'COX DOUGLAS FIR PLYWOOD GLUED AND 8CfEWED TO FLOOR JOISTS. 0.061 67 1) INSTALL CONTNLIOLIS COPPER TERMITE SHIELD ON TOP OF Al NEW FOINDATIONS AND UNDER(271X6 ACR SILL t;) Bottom platetojoist,rim joist,band joist orblocking( 2-16d com mon 31/7'x 0.167';or Z each 16"o.c.face nail COR-A-VENT RIDGE VENTILATIONVinyl/Fiberglass 8) CONTRACTOR TO INSTALL RARIC RE CLIPS,CONNECTORS,STRAPS,ETC.AS MR CODE.REFER TO DETAILS FOR RIRTFER NFO. `D is Window 1:Vin 1/Fiber lass Fralrne:Double Pane with Low-E 297 0.290 86 ti braced wall panels) y � MINIMtM OF I Vl'BEARING FOR RAFTERS AND CEILING JOISTS GTl WOOD OR METAL 3'MINIM BEARING ON MASONRY OR CONCRETE. � 4-1'x 0.131"nails 4 each 15'o.a face nail VENT V-400 OR AS SHGC:0.31 4-8d box(21/2'x 0.113");or REQUIRED SHEATHING W/30#FELT Door 1:Glass 160 0.300 48 10) CROSS BRIDGING SHALL BE INSTALLED AT A MAXMLM OF 8'CENTER BRIDGING SHALL SHAH BE SOLID BLOCKING OR DIAGONAL BRIDGING AS PER MAKFACIURES SPECIFICATIONS FOR ALL ENGINEERED C? R 3-16d box(3 1/2"x 0.135");or SHGC:0.26 o11) PROVIDE A MNIMLM OF z JACK STUDS AT EVERY HEADER THAT SPANS MORE THAN FIVE FEEL 0.128 4-10d box(3"x zs");or 3"ROOFING NAILS 4-Sd common x 0.131");or Toe nail Door 2:Solid 21 0.500 11 12) JOISTS FRAMING FROM OPPODES aiTE SIOVER BEARING SUPPORT TO BE LAPPED AT LEAST 3'AND TOED TOGETHER WITH A MIN"JM OF 3 IOD FACE NAILS. � ,- 16 Top or bottom plate tc stud 4-9'x a13J"nails Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,236 19.0 0.0 0.047 58 13) DISCARD ANY DAMAGED,SPLIT, OR WAWEO L1115M 3-16d box(31/2"x 11135');or " " ROOF SHINGLE P 14) NOTCHES N SOLID UMBER JOISTS, H Ceiling 1: Flat Ceiling or Scissor Truss 966 25.0 0.0 0.040 39 ,AND EIEAMS SHALL FOLLOW THE FOLLOWING CRITERIA:DEPTH OF NOTCH LIMITED TO U6 THE MEMBER DEPTH.DEPTH OF V4 THE MET'IBER DEPTH UA�ERE 2-16d com m on(31/7'x 0.167');orNOTCH IS AT THE END OF THE MEMBER LENGTH OF NOTCH LIMITED TO i/3 DEPTH OF MEMBER NOTCHES TO BE LOCATED N THE MIDDLE U3 OF THE MEMBER SPAN MEMBERS 4 INCHES MORE M End nail3-Tod box(3"x a 128);or Ceiling 2:Cathedral Ceiling 270 25.0 107 0.0 0.041 11 THICKNESS ESS MAY BE NOTCHED ON TENSION SIDE OPIL-Y AT ENDS. 3-3"x 0.131"halls 1 1/4"20 GAGE COIL 15) CONTRACTOR TO PROVIDE 2'X6'BLOCKING ON THE FLAT IN BALL:BEHIND CABINETS,ROBE HOCKS,CLOSET HANG RODS,GRAB BARS,TC I EL BARS,ETC,VERFi"LOCATIONS OF ALL ACCESSORIES r Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other " '"�-""'^• 3-lod box(3"x 0.128");or STRAP TIE AT EACH ROOF calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in PRIOR TO INSTALLATION OF DRYWALL 17 Top plates laps at corners and Intersections 2-16d common(31/T x 0.162");or Face nail RAFTER TO RIDGE REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. T- THERMAL 4 MOISTURE P R O T E G t 10 3-3"x 11131"nails 3-8d box(21/7'x 0.113);or CONNECTION-INSTALL �''' ci ` 'r�• , D DOUBLE W IFF AYMffNT 18 REQUIRED FOR SLOPES UP TO 4.t1 1) FASTENERS TO FILLY PENETRATE 1HIROlJGFI ROOFING MATERII"Ii ANp SHEATHING, c�:�' (�., C,�. W/FASTENERS AS PER C.. 'ra „r,=t 2-8d common(21/7'x a 131");or Name-Title Signature Date 3) FOR NORMAL APPLICATIONS,USE A MMIK M OF 4 FASTENERSPE£SHINGLE$TRIP• 18 V brace to each stud and plateFace nail 2-10d box(3"x 11128');or TABLE 8602.3(1) 4) MNMJ'I OF SIX FASTENERS PER ASPHALT SHINGLE REQUIRED 1 : bER SPECIAL CONDITIONS:UIERE WIND SPEEDS REACH W MPH*0 EAvE IS AT LEAST 10A30VE GRADE: 2 stapl es 13/11" ROOF RAFTER AT LEAST 120 MPH. - •7 i 3-8d box(21/2"x 0. 5) INSTALL ICE 4 WATER SHIELD OM THE EAVES EDGE TO A POINT AT LEAST V-0'INSIDE THE EXTERIOR WALL LIE AND ALL VALLEYS 4 HR'S AS INDICATED 2-ed common(21122""x r ` RIDGE 6) FLASTO BE INSMOM AS FOLLOWS:AT WALL INTERa°E00M WITH THE ROOF,AT PARAPET WALL PENETRATIONS.WHEREVER ROOF CHANGES SLOPE OR DIREiCTION i�.ax GP�rr.A� 19 1"x 6"sheathingto each bearing x 0 0);or 5) or Face nail HING ,„ 2-10d box(3"x a 128');or 1) ROOF COVERING MATERIAL TO BE IDENTIFIED BY PAM"*BEARM MAKFACTII�R5 IDENTIFYING MARCS AND APPROVED TESTING:AGENCY LABELS. :''�� ` "d-%I ' 2 staples,V crown,16 ga., 13/4"Ion g 8) ALL OPENINGS TO BE PROPERLY FLASHED AND PROTECTED. 3-8d box(21/2'x 0.113");or Project Title: 260 HUCKLEBERRY HILL RD Report date: 12/19/17 W CROSS VENTILATION REQUIRED N ALL ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES. 3-ed common(21)7'x 0.131"),or DETAIL OF RIDGE VENT & STRAPPING Data filename: C:\users\lizw'a\Desktop\januzzi\januzzi.rck Pagel of 1 10) TOTAL NET FLEE VENTILATING AREA TO BE AT LEAST 1/150 CF AREA OF SPACE VENTILATED 3-10d box(3"x Q128');or ID W IERE EAVE OR CORNICE VENTS INSTALLED,MIM OF POF AIR SPACE REQUIRED BEiUEE N NSULATION AND ROOF SHEATHING TO ALLOW FOR FREE AIR FLOW" " 3 st les l"crown,16 ga., 13/4"long SCALE:11/2"=1'-0" 20 1"x B' and widersheathingto each bearing Wlderthan 1"X B" Face nail 12) ASPHALT ROOF SHINGLES MALL NAVE SELF-SEALING TRIP30R SHAW.BE INTERLOCKING AND SHALL COMPLY WITH THE REt�JTREMEM9l7F ASTM D-3462. n 13) ISER TO DRAWINGS FOR SPECIFIC ROOFING CALL OM 40MANIFACTUM" U ro 4-8d box(21/2"x 0.113");or $- O P E N iN G S /1 3-sd comm on(2 1/2"x 0.131);or D THE CONTRACTOR SINAI PROVIDE PRE-CUr 0"PLYWOOD PANELS TO COVER ALL GLAMD OPENINGS 4 SHALL PRE DRILL EDGES AT 12"OC TO ACCEPT 2-1R'!8 WOOD SCI;W AND PROVIDE a) 3-10d box(3"x 0.129);or ADE=TE NIMgER OF SCREWS FOR FASTENING N ACCORDANCE UT14 THE RESIDENTIAL WILDING CODE OF NEW YORK STATE(SECTION 83012.12) -61 2 OV 4 st les,1"crown,16 13/4"Ion g 2) PROVIDE ALL LUNDOW5 AND EXTERIOR DOORS AS PER FLANS 4 SCHEDULES. INSTALL AS PER MANEFAC1111MR'S SPECFICATICNIS. Q) = ^' 110 _4 FLOOR 3) ALL INTERIOR DOORS TO BE 5 PAP®.(SRAKFR STYLE) 1314'THICK SOLID CORE MDF PANT GRADE TO MATCH EXISTING.DOORS ARE TO RECEIVE(3)HINGES EA4CH. ALL HINGES ARE TO BE FULL s�--f � 03 03 4-8d box(21/7'x 0.113");or MORTISE SOLID BRASS,STANDARD WEIGHT WITH SQUARE CORM 3-6d common(21/7'x D.131");or Toe nail ROOF RAFTE CORNER STUD CONNECTED TO 9- FINISHES ,x 21 Joi st to sill,top plate or®rder TRANSFER SHEAR(2)16d CORNER STUD CONNECTED TO U C) w 3-lOd box(3"x 0.128");or 1) ,ALL GYPSLM BOARD FOR NEW WAIS TO BE V2 THICK,CEILINGS TO BE 5/8 THICK SCREW AT 8 OC.AROUND THE EDGES AND 128 O.C,N THE FED.SCREW ATTACHFIENTS OF SHEETROCK TO 3-3'x 0.131"nails TRANSFER SHEAR(2)16d PEWTRATE WOOD STUDS AT LEAST 5/8',AND METAL STUDS AT LEAST 3/8'.TAPE AND 3 COATS OF SPACKLE AND SANDED READY FOR PANT(SAND TO A FINISH).-ALL EXTERIOR CORNERS To � ^ 8d box z 112"x 0.113) a"o•c•toe nail COMMON NAIL @ 6"O.C. �1 }+ Rim Joist,band jol st or blockingto sill ortop plate(roof ed common "x 0.l x 0.131");or VERTICALLY COMMON NAIL @ 6"O.C. HAVE PETAL STRIP CORER BEADS NAILED OR SCFEWD AT 4'OC. � � U 22 applications also) idd box(3"x a 128");or 6"o.c.toe nail TOP PLATES VERTICALLY 2) ALL BATHROOMS To HAYS MOISTURE RESISTANT SHEETR=(COMMOARD),WITH WATER RESISTANT DUaoCK OR APPROVED EQUAL,M WET'AREAS. Q c+ SIMPSON HDU2-2DS2.5 3) INSTALL 5/8•TYPE'X"SHEETROCK ON WLALL$4 CEILNG OF BOILER ROOMS AND GARAGES. Z ON 3"x 0.131"nails SIMPSON HDU2-2DS2.5 4) INTERIOR WINDOW TRIM-SEE PLANS 4 DETAILS '� U 3-8d box(2112'x 0.113");or o PRE-DEFLECTED HOEDOWN. 23 i"x 5'subfl oar or lessto each jai st 2-8d common(2 1/7'x 0.131');or SIMPSON STRONG-TIE CS16 e FASTEN WITH(6)SDS 1/4"x 2 PRE-DEFLECTED 5) BASE MOULDING- SEE PLANS 4 DETAILS `��-+ C>D Face nail o HOEDOWN.FASTEN WITH b) CROW MIOU!DANG' SEE PLANS 4 DETAILS ?--I d' 3-10d box(3"x(1128');or INSTALL STRA4 P AT EVERY 17/8" 0 0 1/2 WOOD SCREWS,SEE PLAN tt� .. '� 00 / 22- PLUMB IN CG 'y i M 2 staples, 1"crown,l6 i 3/11"Ion ° ` FOR LOCATIONS. (6)SDS 1/4"X 21/2"WOOD Q p ' g RAFTER TO STUD I) ALL NEW WATER FINING SMALL BE PDc TUBING AND INSTALLED AS PER CODE 3-16d box(3112"x a13s");or SCREWS,SEE PLAN FOR " 4 co Q Ln W 24 7'subfloortoj oist or grder Blind and face nail CONNECTION PLYWOOD SHEATHING 2) ALL NEW NOT AND COLD WATER PIPING SHALL BE NSIJLATED WITH V2 THICK AR'1AFL©c JACKETS 4 LOCATED AWAY PROM EXTERIOR WALLS TO Ay=FREEING 2-16d com m on(31/2'x 0.162") FASTNERS= (4)8d(2 EACH o LOCATIONS. 3) ALL NEW HEAT PIPING SHALL BE PED(WING OR APPROVED MAL AND INSTALLED AS PER CODE. [� 3-16d box(31/2"x 0.135');or At each bearin face nail 0 4) ALL NEW PU BNG DRAINAGE AND YEW PIPING 54ALL BE SCHEDULE 40 PVC ABOVE GRADE AND CAST IRON BELOW GRADE,OR APPROVED EQUAL 25 2'planks(plank&be am-floor&roof) END 310 LB UPLIFT CNW 5/8 CONCRETE SLAB 23- Wy A C 2-16d common(31/7'x 0.167') ) 3-16d common(31/2'x 0.162');or RESISTANCE c @ROOF RAFTER TO COUPLER NUT o 1) CONTRACTOR'S HEATING SUBCONTRACTOR TO PERFORM HEAULOSS CALCULATIONS FOR ENTIRE BUILDING AND REVIEW BOILER SIZE AND REQUIRETENTS AND REPORT TO ARCHITECT,CONTRACTOR 1 4-10 box(3"x 0.128");or End nail D E AIL ( I ` AND OWNER ALL RECOMI'MATICII&SPECIFY SIZE OF BOILER IN BIDS. 26 Band or rim olsttojoust ALLOWABLE 4-3"x 0.131"nails or STUD WALL STRAPPING 4-3"x 14 a.staples,7/16"crown (VTENSION 7900) I OR }(( 2) AIR CONDITIONING SYSTEM TO BE WMX' APPROVED EAlJ,4L.SPECIFY TONNAGE M BIDS. ;crown ail each layer as fol lows,,37'o.c.at 6 E R� NOT TO SCALE 2 - E L C T I C A L 209 common4"x 0.192" ( ) top and bottom staggered 5/8"-THREADED I \ D ALL ELECTRICAL WOW SHALL CONFORM TO LOCAL PEC AND UNDERWRITERS LABORATORY REQAREMEN'iS. �J 2) INSTALL SMOKE AND CARBON MONOXIDE DETECTORS AS REaIFW TO MEET CODE ALL DETECTORS ARE TO BE INTERCONNECTED WITH BATTERY BAC Qft lOd box(3"x 0.128");or 24"o.c.face nal at top and bottom BOLT 8"INTO (( :• , +. 3) AS PER NEW YORK STATE RESIDENTIAL BUILDING CODE,ANY A-TERATION TO A BUILDING WILL REQUIRE THAT SMOKE AL.AR`1S BE INSTALLED TH WX-A-0UT THE ENTIRE BUILDING. U 27 Built up girders and beams,2-inchlumber layers 3"x0.131"nails staggered on opposite sides CONCRETE (MIN) U And: DE51ON LOA05 -" 2-20d com m on(4"x 0.197');or .. a 3-10d box(3"x 0.128");or Face nail at ends and at each splice ALL FLOOR5 (LIVE LOAD + DEAD LOAD) = 60 PSF (L/360) FOUNDATION WALL WOOD FRAME �^ 3-9'x 0.131"nails ATTIC,(LIVE LOAD + DEAD LOAD) = 50 PSF (L/240) NOTE= �/J e 4-16d box(3 1/2"x 0.135");or ROOF(ASPHALT 5HIW5LE5) (LIVE LOAD + DEAD LOAD) = 40 P5F NI WORK SHALL CONFORM TO THE INTERNATIONAL IRESIDENiTAL CADS FOR ONE 4 TWO FAMILY OMLW75(RMICATiON DATE 2015)2016 NEK YORK: I v P-J ON 3-16d com mon 1/7'x D.162");or At eachjoist or rafter,face nail (L/240) SLAB LNIFORM CODE SUPPI Q IBNT(PUBLICATION DATE MIARC.H 2016)4 20168UPP M411T TO THE NEW YORK STATE E?EIW CONSERVATION CONSTi ZTION CODE P'J r-428 Ledgerstripsupport!ngjolstsorrafters 0. 1 4-10d box(3"x 0.128");or 4-3"x 0131"nails DET OF CORNER STUD HOLD DOWN (MASED A"T 2016). PROXY T 15 IN THE 135 MFH KNO ZONE. 4 TO SCALE x ,� TABLE 8602.3(3) -... LO 29 Bridgingtojoist 2-10d(3"x 0.128") Each end,toe nal SPACING OF FASTENERS REQUIREMENTS FOR WOOD STRUCTURAL PANELWALLSHEATHINGUSEDTORESIST WIND PRESSURES NOT ►-� Z `-' MINIMUM MAXIMUM ULTIMATE DESIGN WIND i ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER OFFASTNER Intermediate MINIMUMNAIL MINIMUMWOOD PANEL NAIL SPACING Edges(inches) NOMINAL PANEL WALLSTUD SPEED V m h THESE DRAWING96 AND SPEGIFICAT10N5 HAVE L�1 FFXPA;W�BY OR NXR THE 5UPERVISION OF THE WDL32516NED AND DO,TO THE BEST OF � � Oo 00 su arts(inches), STRUCTURALPANEL Penetration THICKNESS SPACING Edges Field Wind exposure category 11NE WD13t516N�5 Wood structurals panels,subfloor,roof and intedorwalI sheathingtofram Ing and particle board wall she athingto framing Site (inches} SPAN RATING {inches inches {inches o.c.}{inches o.c.} B C D 'INFORMATION AND Bt111�,MEET THE RF1alU1RB�ENfS OF THE NEN YORK STATE l3NBt6Y GONLSERVAlION caenw i loN CODE.REFER TO ATTACHED REScheck COMPLIANCE CERTIFICATE Z a � Is ee Table R602.3(3)forwood structural panel exterior wall shenthingta fram ing) 6d Comm on NASSAU 30 3/8".1/2" 6d common(2"x 0.113")nail(subfloor,wall) 12(6"In gable 1.5 24/0 3/8 16 6 12 140 115 110 WTOL COUNTY: 5,316 I DESIREE DAYS 6 [2.17'x11113") Sd common(21/2"x 0.131" nail(roof) end wall Bd Common 16 6 12 170 140 135 SUFFOLK COUNTY: 5647 Dl DAYS v 12(5'ingable 1.75 24/16 7/16 /� O-r U) 31 19/37'-1" Bdcommon(21/2"x0.131") 6 (25'xa131" 24 6 12 140 115 110 end wall) 32 11/8"-1114" 10d comm on(3"x a 148" nail;or 6 12 H N Sd(21/2"x 0.131")deformed nail TABLE 8702.3.5 Otherwall sheathing F-1 11/2"gal vanized roof Ing nail,7/16"head MINIMUMTHICIWESSAND APPLICATION OF GYPSUM BOARD&GYPSUM PANEL PRODUCTS 33 1/2"structural cellulosic fiberboard sheathing 3 6 diameter,or 1"crown staple 16 ga.,11/4"long THICKNESS OF GYPSUM ORIENTATION OF GYPSUM MAXIMUM SPACING MAXIMUM SPACING CiF 13/4"galvanized roof ingnail,7/16"head FASTENERS{inches} 34 25/32'structural cellulosic fiberboard sheathing 3 6 BOARD OR GYPSUM APPL1CAl10N BOARD OR GYPSUM PANEL OF FRAMING MEMBERS 512E OF NAILS FOR APPL1CA710N TO WOOD FRAMING diameter,or 1"crown staple 16 ga.,1114"long PANEL PRODUCTS(Inches) PRODUCTS TO FRAMING (inches o.c.) Nails Screws 33 112"gypsum sheathing(installedvertically) 11/2"galvanized roof ingnail;staple galvanized, 7 7 11/7'ion 1114"screws,Type W or S Alicationwithout adhesive NO CHANGE CODE COMPLIANCE 13/4"gal vanized roof Ing nail;stapl e gal vanized, 7 7 Ceiling Either D+rection 16 7 12 13 gage,13/8"long,19/64"head;0.098"diameter,1114"1 ong annular- 33 5/8"gypsum sheathing(InsteNled vertically) 15/8"long 15/8"screws,Type W or 7' rim�d;5d coolernail,0.086"diameter,15/8"Ion&15/64"head;or DETAILS&RES CHECK S u Wood structural panels,combined subfloorunderlaymenttaframing Wall Either Direction 16 8 16 gypsum board nail,0.086"diameter,15/8"Ion 9/32"head n 13 15/8"long,19/64"head;0.D98"diameter,13/8"Hong an D f" 6d deformed(2"x 0120")nail;or 6 12 Ceiling 6ther Directi on 16 7 12 gage, D 8d common 21/2"x 0.131" nail 37 3/4"and less ringed;6d coo lernail,0.092"diameter,17/9'1 on&114"head;or DATE: 12/19/17 Sol com mon(2112'x 0.131")nail;or Wall Either Direction 16 8 16 gypsum board nail,0.0915"diameter,17/8"long 19/64"head 36 7/8"-1" 6 12 5/B" Wall AY 1 6 2018 8d deformed(2"x 0.120 nail Type Xat garage 1 7/8"long 6d coated nails or equivalent drywall screws. Screws shall comply JOB# 17-56 lod common(3"x 0.148")nail;or6 12 ceilingbeneath Perpendicular 24 6 6 with Section R702.3.5.1(Screws shall be Type W or Type 51nAccordancewith 39 11/8"-11/4" 8d deformed(2"x 0.120")nail 1 1 1 habitable rooms ASTM C1002 and shall penetratewood not less than 5/8") TOWN OF SOUTIIOLID A=11.1 REVISIONS DOUBLE TOP PLATE, DOUBLE TOP PLATE, L 1 1/21/18.— STAGGER /21/18A—STAGGER JOINTS A MINIMUM OF 24"OR USE SPLICE PLATES STAGGER JOINTS A MINIMUM BRACED�"PANEL BRACED WALL PANELOF 24"OR USE SPLICE;PLATES (8602.3.2) (SEE F1.AN5 FOR LENGTH 4 LOCATION) (8602.3.2) (5m PLAi�S FOR LENGTH # LOCATION) 2 3/28/18 3 5/13/18 - - - - - - - - - - - - - - - - - - - - - - - - - - - - D 4 - - - - - - - - - - - - - 71 - - Ir - - r - � - - - - - - - - - - - - - - - - - - - -IT /3 MAX NONOTGHESPERMITTED II II II II II II II I II q I I I I I I 8d COMMON I I I I I I 8d COMMON I 5 I I I rl hl I I NAILS @ 6"O.C. I I I LI rl NAILS @ 6"O.C. X I II II II It II II II II II II y 6 ON EDGES ON I I I I I I ON EDGES ON BRACED WALL I I I BRACED WALL 7 rl rl PANELS II I rl PANELS I I I I I FLOOR JOISTS - CENTER CUTS I II I I II I II II II I II II 8 II II I I II II II II II I I I I rl rl I I I I I rl rl � �Q I I I I I I I I I I I I I I I I I I I I I I 1/2"PLYWOOD n 9 I II II II II II 1/2°PLYWOOD II II II II I I I I I I SHETHING I I _ — I SHETHING 10 II II II I II II II SOLID BLOCKING II II II II II II II II I II II I I I I 'I I'I I I I I I I — I•I I•I II II II II I II II II II II If II I I II I II II I•I II I I 3 8d COMMON I I 8d COMMON I I I I'I I I NAILS @ 12" I 11 I ' NAILS @ 12" t� I I II II II II I I II I I I I I I I I I I I I O.C.IN FIELDO.C.IN FIELD � a II II II II II I I I I I I I I I I I OF BRACED l i I I I I I OF BRACED NO CHANGE I I I I it it I I WALL PANELS I I I I ' it it WALL PANELS II II II II II II II II II I II II II II � '� II II II II II II I II II ' II II — U - - - I- - - — - - — — — 11 _ IL _ L — - - — — - - - - - — Li - - IL Q CORNER STUD FLOOR JOISTS - END CUTS SOLE PLATE HOLD-DOWN, SOLE PLATE CORNER STUD (8602.3.4) FULL HEIGHT SHEATHING SEE DETAIL (8602.3.4) HORIZONTAL SHEATHING HOLD-DOWN, U. SEE DETAIL O � Z O BRACED UJALL PSL - CONTINUOUSLY SHEATHED WOOD STRUCTURAL. PANEL W (NOT TO SCALE) o � Q z 1. SHEATHING AS PART OF BRACED WALL SEGMENT WHERE INDICATED ON FLOOR PLAN,SHALL BE CONTINUOUS FROM SOLE PLATE TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS.SD COMMON NAILS * Q >. z u W z 6" O.C.EDGE 4 12" O.G.FIELD (TABLE 602.10.4) Ln z Z 'j 0 2. VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER 4 BE FASTENED TO COMMON STUDS. Q La Q Q HORIZONTAL JOINTS IN BRACED WALL PANELS SHALL OCCUR OVER,AND BE FASTENED TO,COMMON a U.o z uj BLOCKING OF A MINIMUM 11/2"THICKNESS D/3 MAX z3o o I � W W Q � -rLn Lu DETERMINATION OF RAFTER OR TRU55 UPLIFT 3 ~ 3 I TAB>_E R&02.11 CONNECTION FORCE5 FROM WIND (POUNDS PER RAFTER OR TRIMUPLIFT CONNECTION FORCES FROM 2"MIN FROM TOP D (ACTUAL DEPTH) � WIND (ASD) (POUNDS PER CONNECTION) CONNECTION 4 POUN05 PER LINEAR FOOT) 4 BOTTOM OF JOIST EXPOSURE B RAFTER/iRU55 SPACING 16" O.G. o ULTIMATE DESIGN WIND SPEED Vult (MPH) ACTUAL ROOF SPAN 16.40 ft RAFTER OR ROOF SPAN TRU55 5PAGIN6 (FEET) CUTTING, NOTCHING & DRILLING 130 140 ACTUAL WIND SPEED 135 mp ROOF PITCH ROOF PITG1i ROOF PITCH 8/12 (~ <5/12 >5/12 <5/12 >5/12 FIGURE R502.8 NOT TO SCALE u WOOD STUD 12 126 II'i 162 150 LINEAR INTERPOLATION OF TABLE 88DU 02.11 E TO ROOF SPAN IS 162 149 209 194 130 MPH WIND SPEED 140 MPH HIND SPEED 24 198 162 255 23'1 SUBFLOOR �-�� THI �. �. 28 222 203 287 266 12.00' ROOF SPAN 111.00 POUNDS PER CONNECTION 150.00 POUNDS PER CONNECTION 16.40' ROOF SPAN 140.41 POUNDS PER CONNECTION 182.71 POIN115 PER CONNECTION FLOOR JOIST SIMPSON HDU2-SDS2.5 =� t " 32 246 226 319 295 � -- 16 O.G. I8DDO ROOF SPAN 149.00 POUNDS PLR.CONNECTION 194.00 POUNDS PER CONNECTION PRE-DEFLECTED HOLDOWN. t FASTEN WITH 6 SDS 1 4"X 21 2" `''t- 36 2'10 24'1 351 325 42 306 281 399 3'10 SIMPSON STRONG-TIE CS16 O / / LINEAR INTERPOLATION OF UPLIFT FORGE DUE TO WIND SPEED ABOVE INSTALL STRAP AT EVERY WOOD SCREWS,SEE PLAN FOR • 48 343 314 44.7 414 STUD TO SILLPLATE LOCATIONS.(3,075 LB ALLOWABLE 16.40 ROOF SPAN ® 135 MPH 161.37 POUNDS PER CONNECTION SIMPSON STRONG-TIE CS1610 , CONNECTION ° END TENSION LOAD) UPLIFT FORGE DOES NOT EXCEED 200 POUNDS, AS PER 8802.11.1 UPLIFT PROVIDE @ 16 OC.AROUND BUILDING RE51STANCE 15 NOT REQUIRED BUT HAS BEEN PROVIDED END) (310 =(4) L (2 EACH END LENGTH=14" LENGTH END) (310 LB UPLIFT GAGE=20 RESISTANCE) CUT LENGTH=CLEAR SPAN+30" ® •• CONVERT POUNDS PER CONNECTION ® 16" O.G. TO POUNDS PER LINEAR FOOT FASTENERS=4 8d(2 EACH END) POUNDS PER CONNECTION # 12/16 1121.05 POUNDS PER LINEAR FOOT ,\ DOUBLE A.C.Q.PLATES (310 LB UPLIFT RESISTANCE) FOUNDATION WALL i I -N 0 DOUBLE TOP PLATE, NET UPLIFT 0 TOP OF FIRST FLOOR WALL 121.03 POUNDS PER LINEAR FOOT it I = V STAGGER JOINTS A MINIMUM OF PROVIDE UPLIFT FRAMING CO WLTOR FOR ROOF % i INSTALL SIMPSON STRONG-TIE 5P NR I I% •+V ,, 24"OR USE SPLICE PLATES RAFTERS TO FIR5T FLOOR 5TIV Kkl,5EE DETAIL #LBPS5/8 BEARING PLATE @ •*-� r'I (8602.3.2) NET UPLIFT 0 TOP OF FOUNDATION EACH ANCHOR BOLT WALL 61.02 POUNDS PER LINEAR FOOT (TYPICAL) ;' V I 0 v + rRIICCAL INGT O.C.) "UPLIFT FRAMING CONNECTOR NOT ANCHOR BOLT i i � .� REQUIRED (R602.3.5.2) CUT Q n BORED HOLE MAXIMUM D E T A I L OF SILL PLATE TO STUD STRAPPING END LENGTH p -; z DIAMETER=40%OF STUD 1 LENGTH 5/8"0 THREADED ROD I 4-1 DEPTH NOT TO SCALE I i U O0 W 2.2"MAX BORE IN 2x6 FRAMED PROVIDE MINIMUM 1" � ,I-� m r••� WALL) END DISTANCE ° _,� � co o r EQUAL NUMBER OF ° NAILS IN EACH END ® V 5/8"MINIMUM TO EDGE NOTCH GREATER THAN plpE SIMPSON HDU2-SDS2.5 50%OF THE P @ 2ND FLOOR TO FIRST PRE-DEFLECTED HOLDOWN. (C$ s, WIDTH DETAIL FLOOR WALL CONNECTION FASTEN WITH(6)SDS 1/4"X 21/2" �' EXTERIOR OR BEARING 2 WOOD SCREWS,SEE PLAN FOR WALL NOT TO SCALE LOCATIONS.(3,075 LB ALLOWABLE NOTCH DEPTH NOT TO EXCEED TENSION LOAD) u • 25%OF STUD DEPTH(13/8" o DOUBLE TOP PLATE, MAX NOTCH IN 2 x 6 FRAMED °°o 0 o STAGGER JOINTS A MINIMUM OF � WALL) ° 24"OR USE SPLICE PLATES Cn Q • ,- (8602.3.2) U co ON V" o° DETAIL OF CORNER STUD HOLD DOWN BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40%&60%OF STUD DEPTH, o o H _ Q y, z � 3 LOCATED IN THE SAME(ROSS THEN STUD MUST BE DOUBLED&NO MORE °o 'C� o NOT TO SCALE � SECTION OF CUT OR NOTCH IN THAN TWO SUCCESSIVE STUDS ARE DOUBLED � 'L� Q STUD &SO BORED P 2x6 FRAMED WALL,40%=2.2"& �, W O 60%= 3. 3") G �� a `� ►� �-- 0 w oo a c x_ 16 GAGE x 1 1/2WIDE COIL STRAP �J o x U) FASTENED ACROSS AND TO THE TOP - o W PLATE AT EACH SIDE OF THE NOTCH Q H N WITH 84OdNAILES EACH SIDE w 5/8"MINBIUM TO EDGE ' Cyl SOLE PLATE (8602.3.4) CODE COMPLIANCE J DETAILS NOTCHING �� BORED HOLE LIMITATIONS FOR EXTERIOR TOP PLATE FRAMING TO ACCOMODATE PIPING OR DUCTWORK RAFTER NOTCH CEILING JOIST NOTCH DATE: 12/19/17 WALLS & BEARING WALLS FIGURE R602.6.1 NOT TO SCALE FIGURE R802.7.1.1 FIGURE R802.7.1.2 NOT TO SCALE JOB# 17-56 FIGURE R602.6(1) NOT TO SCALE NOT TO SCALE A=®■2 REVISIONS 1 1/21/18 2 3/28/18 3 3 5/13/18 4 NO CHANGE 5 6 7 8 9 10 N LAND NOW OR FORMERLY OF: - JENNIFER ALICE KAMR01615KI 5U5AN KAMROH5KI 11 N89°12'00"E SSS° � 3S ', 3 8_--�,, 36. 58'0 E S 6 ,00 LL '/ �0Ru1 f W Q z ,� ``` 6�pM�'g'7 'to� W ZWWWM !f�i V O > O. OW qO Ko 141, ro Lo EXISTING COTTAGE Z u, o TO BE DEMOLISHED `♦ c � o /\ Z Z342LH W `♦� SSS° � g jCu � > }e ♦♦ ��n� � I=-� � 0003 �� / �ti `♦• OOOQ' EXISTING SANITARY SYSTEM TO w ♦ REMAIN. BEDROOM COUNT REDUCED NEW ROOF OVER N FROM 3 BEDROOMS TO 2 % EXISTING I STORY ♦♦ BEDROOMS RESIDENCE ;+ °i�� ♦ co PROP05ED WOOD `� S6',° o DECK(+/- IqT 50 FT) �• 2Q ��9, t�. �♦ '00'' REMOVE EXISTING STEPS 2 `� 67 U see. HATER LGUL TIONS !� 'e, ��r.�,Yj , REMOVE EXISTING STEPS , rFSTO�RM FOR A 5TORM DRAIN 5Y5TEN 5ERVI%A ROOF AREA OF: 148T s ft NEW ONE STORY ADDITION, ,� E REQUIRED (3" RAINFALL) 511.'i5 GU FT (+ 48 SQ FT) ' 0"0 X4'-O" H STORM DRAIN RING = I68.q GU F T r DRAIN RIN65 REQUIRED(Va•1K REQUIRED01.19 220 RINGS REQ t t I23,, " �\ 5TORM DRAIN RIN65 TO BE FRONDED 3 � G'. s.crt �Q,p �,o REFER TO SITE PLAN FOR LOCATION OF DRYWELLS �-0 , ENTRY NEN ROOFED OVER ,� PORTICO (+/- 45 50 FT) LINE OF UNDERGROUND PIPING FROM ROOF DRAINS.ALL PIPING SHALL BE 6"- "S.D.R.35 SEWER r PIPE". `J PROVIDE SOLID CONCRETE COVER&DOME r 0 GRADE ao 4.1 L� VTIL. 3q° III III X Z I I I-11 v , oLE 0 0�= =1 11=1 a ¢ 1=1 I I �-' o - (0 0 1 1 ( I I � III—I I STO O, RM DRAIN RINGS O Qz PITCH I—I III—I I WRAPPED IN FILTER �, —III N I —I FABRIC (� Z LINE OF PROPOSED DRY fiE, (� /�� ; J ------ iLLI __-- -- �� 0 V CO -____-_- --- . —I I COLLAR MATERIAL, 4 , WELL SYSTEM,SEE fi �� G0� d r rr=„T --------- r MIN. _ t �t CALCULATIONS FOR 51ZE �� G �� (� ______ _ _ I I I I SEE NOTE BELOW co .. y yam } �� I I= I =1 —1 NOTE: BOTTOM OF ALL DRYWELL'S MUST HAVE x! oo orr-,) �.{ W I =1 I I V I I I II I I I 6'-0”PENETRATION INTO METEf2 z RATE ABLE MATERIAL m p, S O III=III STORM DRAIN RINrl —III EXITING GARAGE TO r� _I I—IIII 1 I � 1 I I I NOTE: COLLAR MATERIAL REMAIN SHALL BE COMPRISED OF S ANDU � &GRAVEL FILTER MATERIAL % j = U I I=III ® ® ® -III=1 I I CONTAINING LESS THAN 15% a w — I I I —)11—I I FINE SAND,SILT,CLAY&1"DIA. cwn 1 1 I= I i MIN'` ® ® ® ® ® ® MIN, III=1 I I GRAVEL(SILT&CLAY (� —III— FRACTIONS ARE NOT TO EXCEED � ® ® ® ® ® ® ® III=11 EXITING SHED TO REMAIN IIII I III ® ® ® ® ® ® ® IIII I I 5%) �•-� ° I I I I I I I I I I cRou Q o` _ — GROUNDWATER Z U�" a ON SITE PLAN o ' p°� 0`�' '`� III— —III-I x Q � z � �� ,•iL�� °� 'J � P� III—III IIII I I `r' SCALE: 1" = 20'41 Pot.>� o - =1 11=1 I I i—Iii— z , INFORMATION FOR THI5 51TE PLAN WAS TAKEN % 0�� 1—III— — —III— O W Q CD FROM A SURVEY PREPARED BY JOHN G. EHLERS .4 111=1 I 1—I —III I I �4 �4 —I LAND SURVEYOR DATE 10/30/201"1 = I—I I =1 11=I 1=1 I =1_1=1 11=1 11-11 11 1 11 11=1 11=1 1179 11=1 11= cn \ I=1 I I=1 I I=1 11=1 11=1 I F9I F9 I E III=1 11=1 11=1 11=III=1 I — u 177] F'777771 _I 11=1 I I_II1=1 I_I 11=1 I I— - - x U) oW 10' 20' 40' W N SCALE: 1" = W-0" DETAIL@ TYPICAL DRYWELL 1 SITE PLAN& NOT TO SCALE DRAINAGE CALCULATIONS DATE: 12/19/17 JOB# 17-56 m A REVISIONS A-L 1 1/21/18--N 2 3/28/18 3 5/13/18 4 5 ePAQE REMOVE EXISTING MASONRY 6 NO CHANGEPLATFORM,FILL 4 RE-6RADE AS REQUIRED TO AL16N WITH 7 EXISTING GRADE 8 6" POURED CONCRETE FOUNDATION WALL ON 6"X16" CONTINUOUS g 2 9 FOOTING W/(2) #5 BARS WITH 2"x4" KEYWAY (TYPICAL) A-3 c DOOR 10 FOUNDATION FLOOD VENT TO 4" BRICK SHELF DOWEL INTO EXISTING BEI"SMART VENT" MODEL # FOUNDATION WALL U51N6 #5 — EXISTINS WOOD PLATFORM KEBABS VERTICALLY ® 12 O.G. 1540-510 DUAL FUNCTION _-------------- " - — — SMART VENT. IG," WIDE X 6" 4 STEPS TO BE REMOVED (TYPICAL) TALL. - - - - - - - - - - � - ,. � - ;' XCAVA ED U 2'-0" 4'CONCRETE SLAB WITH 6X610/10 ff x 0 INSTALL 5/8"TYPE 'x'GYPSIlN( 21-ON 6" 6' .1 OVER 6"COMPACTED GRAVEL BOARD ABOVE BOILER/RMACE ALIGN OVER COMPACTED FILL AS PER CODE IN ------------------------------- U. O � CRAWL SPACE o w MH 2" CONCRETE SCREED GOAT OVER 6 MIL DOWEL INTO EXISTING w ~ o O VAPOR BARRIER FOUNDATION WALL USING,#5 `D o ul Q z xU OmO � REBAR5 VERTICALLY a 12" O.G. N p S a o LLIZ w Oco (TYPICAL) SAW GUT FOUND TION TO CREATE p Q 3 FURN, AG6ESS TO CRAWL SPACE. Z u. O PROVIDE NEW REMOVABLE OIL L7 p t Z O ILL — $— — — — — uj ACCESS PANEL. — XISTIN6 3" x b" DROPPED 61RDE_Ra_ — +, w Ln G R A W L 5 P A G E Z 3 C EXISTIin NG WALL TO REMAIN,EXTEND UP A5 REQUIRED 3 _ _ o— — — NO CHANGE W Lu W x �- -e---- ---e— EXI5TING (5) 1 5/4" X 9 1/2" L.V.L. GIRDER = Z Z Q EXI5TIN6 OPS ¢.EXI5TIN6 OPS - 3 ~ = O Q O 3 EXISTING,HEATING SYSTEM 4 so o FOOTPRINT OF NEW KITCHEN `GROAN' #QTXE-150 EXHAUST A SII' DUCTWORK TO REMAIN.PATCH 4 ++ BASEMENT ISLAND ABOVE,SISTER NEW 2 x 6 FAN DU TED TO EXTERIOR A_2 REPAIR DUCTS DUE TO NEW 6�a/a I I"__--FLOOR JOISTS ALONG SIDE — 1 — CCONSTRXTION ONTRACTOR TOSREOIJIPROVIDE —— —— ———— —— J ISLAND FLOOR JOISTS UNDER 11) (2) 2 I ® ® I ALTERNATE PRICE FOR THE - ---- - WINDOW NOTE: ADDITION OF AIR CONDITIONING m 0 o ONTO EXISTING ZONE. t 4q.'�" o 3 r7�� '-I" � '' �� ' I� THE CONTRACTOR SFfALL PROVIDE PRE-GUT i/2" PLYWOOD PANELS TO DOVER THE GLAZED OPENINGS 4 SHALL PRE DRILL EDGES AT 24" x 24" INSULATEC .I.C. BAH 1 12" OG TO ACCEPT 2-I/2" #6 WOOD SCREWS AND PROVIDE ACCESS PANEL _ T �� ADEQUATE NUMBER OF SCREWS FOR FASTENING IN ACCORDANCE— — I 16'GLASS TRANSOM 2 x 8 ACQ FLU GER _ WITH THE RESIDENTIAL BUILDING GORE OF NEW YORK STATE. I (SECTION R301.2.1.2) LEDGER TO BE BOLTED TO EXISTING ►-� � � BAND J015T OF HOUSE WITH 1/2"0 to U REMOVE EXISTING 0„ &o REMOVE EXISTING PROFILE OF HOOD DECK ABOVE WINDOW,PATCH A5 kg, r - PLATFORM,PATCH QFOUNDATION 4 LAG,BOLTS AT SG,' DG.STAGGERED a0� F AS REQUIRED TO nu, I TOP 4 BOTTOM IN ACCORDANCE�,}{ Tv - WITH FIGURE R50'1.2.10) w '-' 12"0 POURED CONCRETE SONO TUBE. �`✓�, REQUIRED TO MAT EXI5TIN6 REQUIRED ALIGN \ I MATCH EXI5TIN6 - x - 24"(Pto y :Cr REQUIRED —p n=V-011 N �' �� 2 2 x 10 AC /15 OPPED GIRDER X �' I 4-O DEEP WITH x 12 DEEP SPREAD o - SCALE:1 4 ( ) ` N FOOTING ON COMPACTED EARTH. INSTALL 4 = X-10�0 C. . 16"O.C. x �I RE-BUILD EXI5TING DILAPIDATED WALL / ®'� — " " IG, GLASS TRANSOM _ _ = 2 = - _ _ - - _ 3 - - -_ - - N 3 ®� — — ———— —— — —— — SIMP50N STRONG-TIE #EPG44T POST TO - - — ^ B I_� — —— — ——— — — —— — — • • — —— '-j CONCRETE BRACKET (TYPICAL) ABOVE BEDROOM #1 1 sD 0 0 1 A-3 9 EXISTINS WALLTO REMAIN ig TYPICAL WO D FLOOR l�-i I x _ " \ — DOOR ®" - - - - ' L 3q-4 I/2 GV_T,60 J '' � _ � � r q - - - - -o-- - -r -- , - L _r-r ?6'j3 ~• Ota`N'BROAN #Q - EXHAUST PADUGTED� '�v 3 3 "FEiWSYLVANIa' LUEStONE - 'uS REMOVE EXISTING TO EXTERI m I U x 6 CONCRETE DEADMAN 1 REMOVE EXI TING PLATFORt'1 WITH AME EDGE t UNDER STEP WINDOW,PATCH AS I Ty �10 so m _ _ tD_ _ _ WOOD DEG -___-_- ___-_- , BRICK RISERS.B IC iC TO BE REQUIRED TO MATCH AINRINl15H A5 O - - - - - - - - - - - - "CsL EN CxERY" ELS 5300 NEW YiINDOWS IN oo oo r , EXISTING REQUIRED a F�EQUIRED� ------------ ----- EXI5TIN6 OPENINGS. U o r - - li --- - - _-- ____-- VERIFY SIZE IN v o z -- -- - — 7 RIOR FIELD PRIOR TO ++ u g- — — — lN ORDEZIN6 5' L UNDRY LIN fs> ' - 'a' 1 " EXTERIOR WALL I A_; css a Yr w/D 6sHE� s �, b-0 T I ,TRY P \k{t lC'o •� r-+ STACKED fA ALI N ,1_A 1_B t-C TYPICAL EXTERIOR COLUMN - SQUARE u o 1- 6" SQUARE COLUMN TO BE 'HB46' "DERMA CAST". SMOOTH SHAFT WITH TUSCAN �., ( STYLE CAPITAL 4 BASE. TOP OF CAPITAL TO BE FLASHED WITH COPPER. HEADER .� 3 u TO (2)_�/b AFL PL i0 i _� kyr (VIII! x 10 (2) 2 x 10 O EXIS'ING HEADER TO REMAIN �, Q) — — _ o , ABOVE TO BE PACKED OUT TO ALIGN WITH SHAFT OF COLUMN,BOTH SIDES. Q — O — BUILT-IN MILLWORK C) ,-� �u" o TILE m O _ fs CLOS=T u I NEW EGRESS �., REMOVE EXISTING ` R „- y� - - - NEW FRONT DOOR TO BE ---_ WINDOW.SEE TYPICAL EXISTING EXTERIOR WALL - CEDAR SIDING 41 � 00 c� WINDOW,PATCH A5 ,_ " X31 RIOR RTO — —— ———— — —— ———— — _ — — INSTALLED AT JAMB OF— — ——— — — M — x �, 5cmvjLE LAPBOARD (SUBMIT SAMPLE) OVER 'CEDAR BREATHER'I(6 FELAT 10VER �"� '0 00 + NEN CEDAR G 6 rl _ _ - _ _ _ _ 3 I/2 EXI5TINS DOOR TO BE 2 r+ OSDYKE) OVER / GID INSULATION BOARD (R 3) OVER#30 BUILD NC -'4 REQUIRED TO MATCH - - - T=- n --T - - - - - - - _ ( ICAL) r _ _ _ - - - - 1,- _ _ _ _ _ - _ COVED 1 D NEW LAYER 1/2" PLYWOOD SHEATHING OVER EXISTING STUD WALL (PATCH EXISTING �-+ do EXISTING REQUIRED T _ _ L L _ _ r - - KI CHEN � � 3q"RANGE WITH - '� _ __ REMOVE EXISTING SHEATHING A5 REQUIRED). EXTEND TOP PLATE A5 INDICATED TO RAISE WALL. � co � `� W PROVIDE CURS TH PAN 4 r - - - l I HOOD ABOVE - _ EXISTING HEARTH TO x I- TYPICAL WOOD�LO�R WINDOWS PATCH AS w "' DRAIN BELOW. IN L 'WATT511 10'-6" GL6 HT L = _ .Jl VENTED TO m REMAIN REQUIRED TO MATCH SHEATHING TO BE INSTALLED AS PER DETAILS. FILL STUD WALLS WITH R-IS UNPAGED Qk �- _ - - IDR- I BATT INSULATION AND FINISH WITH 4 MIL POLY VAPOR BARRIER. INSTALL LAYER OF INTELLIPLOW' "SERE P�2G-M' IL _ _ _ _ J LIVING RM BEDROOM #2 EXISTING REQUIRED o 1/2" PLYWOOD SHEATHING PRIOR TO 1/2" GYP5UM BOARD. GYPSUM BOARD TO BE a 1-N U AUTOMATIC WASHING 0 TYPICAL WOOD FL �n TYPICALFLOOR _ _ SCREWED, TAi'ED,SPAGKLED (3 GOATS), 4 SANDED,READY FOR PAINT. WATER SHUTOFF VALVE - - - - - - - - - - - - - - - - - - - - -� - � - rte= - - - - - - - - - - - - - - - - - - -I - I+ O 8 Gla, EXISTING 9 M \\ ;° , I 7� , X/\, / COLLAR TIES T 3 TYPICAL WOOD FLOOR-EXISTING FIREPLACE TO REMAIN ESS'`11 '` NEW WOOD FLOOR TO BE 3 I/4" RED OAK(SELECT OR SETTER) INSTALLED OVER RED 3 1-M m DINING R M - - - =-z= ------- ----_--- REMAIN,PROVIDE GLASS WINDOW.SIS R05EN PAPER OVER EXISTING,SUB FLOOR.FLOOR TO BE SCRAPED,SANDED,STAINED, ' N U TYPICAL WOOD FLOOR II - - ' ' ENCLOSURE AS REQUIRED 6'-6" FLAT ACLQ \ � � � SGHEDUI.E SEALED,AND RECEIVE 3 GOATS POLY URETHANE.APPLY SANDING SEALER ON SACK OF � X TO MEET ENEIR Y GORE - 1-E ALL FLOORING PRIOR TO INSTALLATION. dJ N O_9 _ VERIFY DooR CAN OPEN x m — —— —— —— ————— — — — — — ...,_ ——— —— ———— — — ——1 i—— — — —` � FULL QO DEGREES � � TYPICAL TILE FLOOR- oz' I o TYPICAL NEW II 3 � I I I a0 n� TILE FLOOR AS SELECTED OVER I" MUD SETTING BED OVER#30 GUILDIN6 PAPER � Q � x z O ,k O { OVER EXISTING SUBFLOOR a r �Q _ _ _ _ _ _ _ _ _ _ _ _ EXTERIOR WALL_ _ I t- _ �-' so t0 s° r--i 01, 1-L + a I EXI5TIN6 BASEMENT I "' (� 2 x 10 (2�2 x 10 —� (2) 2 x 10 m O I ,'(1)2 X 10 F-- (2)2 x 10 EX15TIRO HEADER TO REMAIN ~ x ?- AGGI.'-�aS DOOR TO - - - � TYPICAL ASPHALT ROOF - Q � z � mpa - _ _ -- = _ - - - =u _ - NEW ASPHALT ROOFIN6 TO BE "G F TIMBERLINE" LIFETIME TIME HIGH DEF TON — - - - 1 - - - - — 1 - - - - - - - - - - _ __ — — - - - _ — REMAIN — — SUPPORT MULLIONS 1- - -- - �-; — — T�-- — 1-F — — SHINGLES', COLOR TO BE��'SLATE" (SUBMIT SAMPLE POR APPROVAL) OVER 30 # O O 00 1-K a - — — BUILDING FELT OVER 5/6 COX PLYWOOD SHEATHING OVER ROOF RAFTERS (SEE PLAN). INSTALL ICE 4 WATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST W :� i 6'-5 3/4" t 13'-6" -- - -2" '��/2' '-10• EXI511N6 WALL TO REMAIN 2'-0" INSIDE THE EXTERIOR WALL LINE AND AT ALL VALLEYS,HIPS, 4 A5 INDICATED ON ROOF PLAN AND AS REQUIRED TO MEET GORE. WEAVE IN ALL VALLEY'S TO ifLD-EXt5TIN6 DIt�PiDATEDi^IALL NEW WINDOWS IN EXISTING CONGEAL FLASHING UNLESS MATCHING EXISTING CONDITIONS. � OPENINGS.VERIFY 517E IN FIELD x+ — — PRIOR TO ORDERING TYPICAL EXTERIOR DECK - W "TREX" DECKING TO BE SELECTED WITH 36" HIGH "AZC-K" 'TRADEMARK'RAILING SYSTEM c� ELECTRICIAN TO VERIFY EXI5TING ELECTRICAL SERVICE 4 PANEL ARE SUFFICIENT FOR NEW WORK. WITH SQUARE BALUSTERS OR APPROVED EQUAL. CONTRACTOR TO INCLUDE IN PROPOSAL PRICE FOR EQ IlIpI UPGRADED ELECTRICAL SERVICE 4 NEW PANEL AS 14'-0" TYPICAL.EXTERIOR DECK TYPICAL NEW EXTERIOR WALL - CEDAR SIDING Cyl REQUIRED 30'-5' NEN CEDAR CLAPBOARD (SUBMIT SAMPLE) OVER 'CEDAR BREATHER' (BENJAMIN OBDYKE) OVER 1/2" RI610 INSULATION BOARD (R-5) OVER#30 BUILOIN6 FELT OVER 1/2" 'GDX' PLYWOOD SHEATHING OVER 2"x4" STUD WALL. FILL STUD WALLS WITH R-I5 FOUNDATION&FIRST UNFAGED BATT INSULATION AND FIN15H WITH 4 MIL POLY VAPOR BARRIER 4 1/2" FLOOR PLAN WALL 5YMBOL KEY 6YP5UM BOARD. 6YPSUM BOARD TO BE SCREWED,TAPED,SPACKLED (5 GOATS), 4 O R PLAN - SANDED,READY FOR PAINT. Ill EXISTING WALL TO REMAIN DATE: 12/19/17 SCALE:1/4"=1'-0" �o CARBON MONOXIDE DETECTOR PROP05ED NEW STUD � 2 EXISTING FIRST FLOOR: +/- 1,236 SQ FT -_---_- EXI5TING WALL TO BE REMOVED 106# 17-56 ADDITION: 48 SQ FT 2 SD SMOKE DETECTOR A®l REVISIONS 1 1/21/18.,,-- TYPICAL EXI5TIN6 EXTERIOR WALL - CEDAR SIDING TYPICAL RAKE 2 3/28/18 NEW CEDAR CLAPBOARD (SUBMIT SAMPLE) OVER 'CEDAR BREATHER' (BENJAMIN A OBDYKE) OVER 1/2' RI610 INSULATION BA-2 BOARD (R-3) OVER#30 BUILDING FELT OVER 3 5/13/18 NEW LAYER 1/2"PLYWOOD 5HEATHIN6 OVER EX15TIN6 STUD WALL (PATCH EXISTING /, / , -.+ L :u SHEATHING A5 REQUIRED). EXTEND TOP PLATE A5 INDICATED TO RAISE WALL. /' ; ' ; 1 / i �� 4 FILL STUD WALLS WITH R-15 UNFAGED l / 5 PER DETAILS. SHEATHING TO BE INSTALLED A BATT INSULATION AND FINISH WITH 4 MIL POLY VAPOR BARRIER. INSTALL LAYER OF 1/2" PLYWOOD SHEATHING PRIOR TO 1/2" 6YP5UM BOARD. 6YP5UM BOARD TO BE INSTALICE 4 WATER SHIELD FROM THE 6 L 50REWED,TAPED,5PAGKLED (3 COAT5), 4 SANDED,READY FOR PAINT. '' �, / 2 / i EAVES EDGE TO A POINT AT LEAST 2'-0" r' INSIDE THE EXTERIOR WALL LINE AND ALL 7 TYPICAL ASPHALT ROOF - T VALLEYS 4 HIPS A5 PER CODE, NEW ASPHALT ROOFING TO BE "GAF TIMBERLINE" 'LIFETIME HIGH DEFINITION �' ,/. / N I MANUFACTURERS 8 SHINGLES',COLOR TO BE "SLATE" (SUBMIT SAMPLE FOR APPROVAL) OVER 30 # SPECIFICATIONS 4 AS INDICATED BUILDING FELT OVER 5/8" COX PLYWOOD 5HEATHING OVER ROOF RAFTERS(SEEol 9 PLAN). INSTALL ICE 4 WATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST - � 2'-0" IN51DE THE EXTERIOR WALL LINE AND AT ALL VALLEYS,HIPS, 4 AS INDICATED 't " / -, ' ' ;1;' , 10 ON ROOF PLAN AND AS REQUIRED TO MEET CODE. WEAVE IN ALL VALLEY'S TO ; % I ! / CONGEAL FLASHING UNLESS MATCHING EXISTING CONDITIONS. ! 1 g , I TYPICAL ASPHALT ROOF 2 TYPICAL NEW EXTERIOR WALL - CEDAR 510IN6 SEE NOTE NEW CEDAR CLAPBOARD (SUBMIT SAMPLE) OVER 'CEDAR BREATHER' (BENJAMIN �, REMOVE EXAND I GEILIN6 AND ROOF OBDYKE) OVER 1/2" RIGID INSULATION BOARD (R-3) OVER #50 BUILDING FELT OVER 2 /fi!' 4 k ; STRUCTURE AND INSTALL NEW AS INDICATED � " � � EXTEND EXISTING BRICK CHIMNEY 1/2" 'COX' PLYWOOD SHEATHING OVER 2"x4" STUD WALL. FILL STUD WALLS WITH R-15 J i ! }i I1 AS REQUIRED TO MEET CODE. UNFAGED BATT INSULATION AND FIN15H WITH 4 MIL POLY VAPOR BARRIER 4 I/2 J 1 I E I MATCH EXISTING BRICK OR REMOVE EXISTING ROOFING AND BUILDING GYP5UM BOARD. GYPSUM BOARD TO BE SCREWED,TAPED,SPAGKLED (5 COATS), ( ' ' 'i �� 1 } ; PAPER SANDED,READY FOR PAINT. PROVIDE NEW STUCCO FINISH i i / ' i! / SEE NOTE TALL NEW TYPICAL ASPHALT ROOF I - - - - - - - - - - - - - - - - - - 12 MATCH EXISTING ROOF PITCH g _ -{ J _ i/i%%/%i%/j%i/j //j%/j%%/j j%//%/%` D L. � Lj TYPICAL NEW ROOFYF'IGAL RAKE % w i ; > o. o W La INSTALL ICE WATER SHIELD FROM THEzt Q` � /L ---------------- �z FIVES EDGE TO A POINT AT LEAST 2'-O" -� ', /. / �� //i_ / / / ' /' z% ��/ ,, �r / / i/iii' E~ '/i///i / L Q �7 ,i' F Z LL o 3 INSIDE THE EXTERIOR WALL LINE AND ALL - = / - _,// /, / N % /�,� _ - - -//,,// �,� ///j/ p O VALLEYS 4 HIPS AS PER CODE, �;. -7-7-7 y/ / / - - - �j/�jr--+ X C/�j/% �/ W Q Z Li Lu G MANUFACTURERS T = 4' �'T -< �� - -- - i/ ('// - W SPECIFICATIONS d A5 INDICATED '�' �/ / ; ' '� PG +t x _ / // //'j +1 � /• / z g ul ti = ' - - - IAL) _ -�T ,/; /, // , / bw Lu Lu SIMPSON 5TRONG-TIE #5MT512 (14 IOD 1/2"CsYPSIJM BOARD CEILINGS < / -- _ - -- _ - - / ///i/, ///�// i/ NAI L5) INSTALL STRAP AT EVERY RAFTER /,/ ,; / = r/;/; - - - _ /.; -/!/// 3 o Q o 3 TO STUD CONNECTION l WALLS(TYPICAL) # _ 7 -"?, ; -� / '� v/" I/ 3 fi " =� 4 t�v � i XIS!i IrifG;.ltfISG TO/RI:Iv�E, i�{ i TYPICAL RAKE } TYPICAL RAKE SEE DETAIL -- - 0" /. ,,/ ,/,ExTEND EX15T1 i / //', // // // /,�, ALUMINUM DRIP EDGE � ? -KITCFIEN XHAUST- �Q EQUIR�=Td-F1EET O �i� i�: GUTTER,A5 SELECTED �f - Q _ ,DE.�tATGH i//,� %% i/' �{Cl 0 (/ i �? _ ---EXISTINGBRIGK OR ,,'O / IDGENTRT-t�iRAPPING_- I / / - --- -- VIAE 3/4'X b"AZt3C'FASCIA GOR-A-VENT 5-400 STRIP VENT(WHITE) I'm" I ! Al - °x� ;/W i AZEK BEAD BOARD SOFFITr...-�.....1.�..... /f%/ !i/,/<!� !_/ '�/ // ,/ //,'%////' //,/. •// /� // ,/% //'',// ,//,' ', // .'/ % 777/77, �/%/ �.- - 'AZEK' 3 1/2" BED MOULDING#A2M-26 ? - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TYPICAL ASPHALT ROOF GONTINUOU5LY VENTED SOFFIT 4 INSTALL ICE WATER SHIELD FROM THE „ „ SEE NOTE STRAPPING I x 8 AZEK FRIEZE BOARD / EXISTING ROOF STRUCTURE TO BE EAVES EDGE TO A POINT AT LEAST 2'-0" REMOVED INSIDE THE EXTERIOR WALL LINE AND ALL TYPICAL GUTTER.ALL NEW . TYPICAL EXTERIOR WALL I ROO PLAN VALLEYS 4 HIPS A5 PER GORE, GUTTERS 4 LEADER TO { MANUFACTURERS DRAIN TO NEW DRYWELL PACK OUT WITH PLYWOOD TO ALIGN SPECIFICATIONS 4 AS INDICATED SYSTEM,SEE SITE PLAN FOR S ®1_. WITH EXISTING SHEATHING INSTALL NEW I/2" PLYWOOD SCALE:1/4"=1'-0" CALCULATIONS PROVIDE 5/8"o TH�IJ BOLTS ; SHEATHING ON ENTIRE INTERIOR FACE ROOF AREA: +/-1,487 SQ FT (CONNECTING EXISTING 4 NEW PLATES) PRIOR TO GYPSUM BOARD (TYPICAL) a 45" O.C.MAX, 1'-0" FROM EACH COINER,NO LESS THAN 2 PER SILL 2 REMOVE EXISTING GEILIN6 AND ROOF U o (TYPICAL) STRUCTURE AND INSTALL NEW AS INDICATED 4-1 o INSTALL NEW LAYER OF 1/1"PLYWOOD V ON SHEATHING.SEE DETAIL A� n c� 1/2"RIGID INSULATION BOARD(R-3) x R-15 INSULATION WINDOW & EXTERIOR DOOR SCHEDULE - FIRST FLOOR 12/19/2017 , UNIT LOCATION SIZE(APPROXIMATE) MANUFACTURER STYLE MODEL# U-FACTOR SHGC NOTES scud DETAIL 1-A ENTRY 3'-0"x 7'-0" SIMPSON 6 PANEL EXTERIOR DOOR Q 1 @ TYPICAL SOFFIT -� z u 1-B LIVING ROOM 7'-4"x 4'-6" ANDERSEN 400 SERIES CASEMENT (2) CX145 0.29 0.31 .�.., v SCALE:11/2" =1'-0" 1-C BEDROOM#2 7'-8"x 3'-2" ANDERSEN 400 SERIES CASEMENT REPLACEMENT 0.29 0.31 VERIFY DIMENSIONS IN FIELD-DIRECT REPLACEMENT06 cz k, u '� � RIIXE PENT 4 RAPIER TO RAFTER 1-D BEDROOM#2 3'-0"x 4'-0" ANDERSEN 400 SERIES CASEMENT CXW14 0.29 0.31 LEGAL EGRESS Z ' 0 5TRAPPINO,SEE DETAIL 1-E BEDROOM#2 3'-0"x 4'-0" ANDERSEN 400 SERIES CASEMENT CXW14 0.29 0.31 LEGAL EGRESS oo o W 1-F BEDROOM#2 7'-8"x 3'-2" ANDERSEN 400 SERIES CASEMENT REPLACEMENT 0.29 0.31 VERIFY DIMENSIONS IN FIELD-DIRECT REPLACEMENT 1-G LIVING ROOM 6'-0"x U-11" ANDERSEN 400 SERIES GLIDING PATIO DOORS FWG60611L 0.3 0.26 ....__ 1-H LIVING ROOM 6'-0"x 6'-11" ANDERSEN 400 SERIES GLIDING PATIO DOORS FWG60611R 0.3 0.26 o ��^ 1-1 KITCHEN 6'-0"x 6'-11" ANDERSEN 400 SERIES GLIDING PATIO DOORS FWG60611L 0.3 0.26 TYPICAL ASPHALT ROOF t o y Y 1-J KITCHEN 6'-0"x 6'-11" ANDERSEN 400 SERIES GLIDING PATIO DOORS FWG60611R 0.3 0.26 ROOF TO WALL STRAPPING,SEE �� 2 1-K DINING ROOM 3'-0"x 5'-0" ANDERSEN 400 SERIES CASEMENT CXW15 0.29 0.31 MULLED TOGETHER WITH STRUCTURAL SUPPORT MULLION DETAIL _ R_25 INSULATION �� 4'-6"x 5'-0" ANDERSEN 400 SERIES PICTURE P4550 0.29 0.31 MULLED TOGETHER WITH STRUCTURAL SUPPORT MULLION - / \ 3'-0"x 5'-0" ANDERSEN 400 SERIES CASEMENT CXW15 0.29 0.31 MULLED TOGETHER WITH STRUCTURAL SUPPORT MULLION 001 R-25 INSULATION W/ � � r° 1-L DINING ROOM 3'-0"x 5'-0" ANDERSEN 400 SERIES CASEMENT CXW15 0.29 0.31 y �O - CONTINIiOUSLY VENTED SOFFIT,SEE '-0 - CORRUGATED BAFFLE DETAIL 1-M DINING ROOM 3'-0"x 5'-0" ANDERSEN 400 SERIES CASEMENT CXW15 0.29 0.31 Q 1-N DINING ROOM 3'-0"x 5'-0" ANDERSEN 400 SERIES CASEMENT CXW15 0.29 0.31 (, a LIVING RM TYPICAL HEN EXTERIOR WALL 1-0 BATH#2 1'-9"x 3'-0" ANDERSEN 400 SERIES CASEMENT CN13 0.29 0.31 3 TYPICAL WOOD FLOOR ' 1-P BEDROOM#1 6'-2"x 5'-6" ANDERSEN 400 SERIES CASEMENT (2)CXW155 0.29 0.31 MULLED TOGETHER z � INSTALL NEW I/2"PLYWOOD � 1-Q WALK IN CLOSET 21-5' x 4'-611't ANDERSEN 400 SERIES CASEMENT CW145 0.29 0.31 R-15 MSULATION 1-R BATHROOM#1 21-511 x 4-6 ANDERSEN 400 SERIES CASEMENT CW145 0.29 0.31 0 SHEATHING ON ENTIRE INTERIOR TYPICAL NEW EXTERIOR WALL a� W � TO � �� FACE�� 1-S BEDROOM#1 5-0 x 5-6 ANDERSEN 400 SERIES CASEMENT (2) CW155 0.29 0.31 MULLED TOGETHER 130ARD(TYPICAL) W � .-. INSTALL SILL PLATE TO STUD 1-T HALL 51-011 x 4-0 ANDERSEN 400 SERIES CASEMENT 2 CW145 0.29 0.31 MULLED TOGETHER a WALL STRAPPING,SEE DETAIL „ „ ( ) -- -- -- - - -- - - -- -- -- - _ _ 1-U KITCHEN 3-5 x 3-1 ANDERSEN 400 SERIES CASEMENT CN23 0.29 0.31 (�j P - i �r PROVIDE E�5/8"�FROM BOLTS a 445" NEW CRAWL SP. ;� Q.G. MAX., 1'-0' I ROM EACH COIVNLR NO � Q EXISTING GIRDERS TO REM LE55 THAN 2 PER SILL,AS PER CODE. R-19 INSULATION BOLTS SHALL EXTEND A MINIMUM OF'1" w N INTO CONCRETE(TYPICAL) EXTERIOR DOOR 4 WINDOW GENERAL NOTE5: I-+ PROVIDE BS"0 ANCHOR BOLTS a 45" BASEMENT I. WINDON5 TO BE 'ANDERSEN' "4001" SERIES'. ALL GLAZING TO BE HIGH PERFORMANCE LOW- E4. O.C.MAX,1'-0"FROM EACH CORNER 8" POURM CONCRETE FOUNDATION WALL ON 2• DOORS TO BE "ANDERSEN" "400" SERIES'. ALL GLAZING TO BE HIGH PERFORMANCE LOW- E4. NO LESS THAN 2 PER SILL,AS PER 2'CONCRETE SCREED COAT O R CONTINUOUS FOOTING W/(2) #5 BARS 5. ALL WINDOWS TO HAVE WHITE HARDWARE 4 DOORS TO HAVE BRIGHT BRA55 HARDWARE CODE.BOLTS 5HALL EXTEND A 6 MIL VAPOR BARRIER \_buXIb" 4. ALL GLAD DOORS AND WINDOWS TO BE WHITE. ALL SCREENS IN WINDOWS TO BE 'TRUSGENE' - WHITE,SCREENS IN DOORS TO BE STANDARD MESH - WHITE MINIMUM OF 1' INTO CONCRETE.DRILL t WITH 2"X4" KEYWAY (TYPICAL) 5. HEIGHTS AND WIDTHS LISTED ABOVE ARE APPROXIMATE AND ARE NOT TO BE USED FOR FRAMING ROUGH OPENINGS. ROOF PLAN &ROOF EPDXY IN PLACE AS PER b. NO FINGER JOINED MATERIAL TO BE U5ED ON ANY PART OF WINDOW OR DOORS INCLUDING BUT NOT LIMITED TO,SECONDARY SURFACES,SUB SILL, EXTERIOR CASINGS, BLIND STOPS, MANL,FACTURERS SPECIFICATIONS INSTALL WATERPROOFING ON FOUNDATIONS ETC DETAILS (TYPICAL) WALLS. PROVIDE 2" RIGID INSULATION FOR �T PROTECTION PRIOR TO BAGKFILLIN6 SET I O 1 V DATE: 12/19/17 ASCALE:1/4"=1'-0" �I JOB# 17-56 EXISTNG FOUNDATION IWAIN Am2 REVISIONS \� AZEK'RAKE#AZM-287 1 1/21/18 1'x 6"'AZEK'RAKE BOARD TYPICAL EXTERIOR COLUMN - 50UARE AZEK'31/2"BED MOULDING 8" SQUARE COLUMN TO BE 'HB�6"'PERMA CAST".SMOOTH SHAFT WITH TUSCAN 2 3/28/ls #AZM-28 STYLE CAPITAL t BASE. TOP OF CAPITAL TO BE FLASHED WITH COPPER. HEADER 1"x 6"'AZEK'RAKE BOARD ABOVE TO BE PACKED OUT TO ALIGN WITH SHAFT OF COLUMN, BOTH SIDES. 3 5/13/18 1/2"'AZEK'SHEATHING TYPICAL EXISTING EXTERIOR WALL - CEDAR SIDING 4 b' NEW CEDAR CLAPBOARD (SUBMIT SAMPLE) OVER 'CEDAR BREATHER' (BENJAMIN 5 TYPICAL ASPHALT ROOF SEE OBDYKE) OVER 1/2" RIGID IN51JLATION BOARD (R-3) OVER #30 BUILDING FELT OVER NOTE NEW LAYER 1/2" PLYWOOD SHEATHING OVER EXISTING STUD WALL (PATCH EX15TINO 6 REMOVE EXISTING ROOFING 5HEATHIN6 A5 REQUIRED). EXTEND TOP PLATE AS INDICATED TO RAISE WILL AND BUILDING PAPER INSTALL PROFILE c� 5HEATHIN6 TO BE INSTALLED A5 PER DETAILS. FILL STUD WALLS WITH R-15 UNFAGED 7 o -1__- NEW TYPICAL ASPHALT ROOF �o \ 24" 'FYf'ON'(OR APPROVED BATT INSULATION AND FINISH WITH 4 MIL POLY VAPOR BARRIER. INSTALL LAYER OF SEE NOTE -'--EQUAL)LOUVERED ATTIC VENT 1/2" PLYWOOD SHEATHING PRIOR TO 1/2' 6YP5UM BOARD. GYPSUM BOARD TO BE g o SCREWED, TAPED,5PACKLED (3 COATS), 4 SANDED,READY FOR PAINT. TYPICAL WOOD FLOOR- 9 1n"'AZEK' 1EAT► INis- NEW WOOD FLOOR TO BE 3 1/4'RED OAK(SELECT OR BETTEW INSTALLED OVER RED 10 R05EN PAPER OVER EXI5TING SUB FLOOR FLOOR TO BE SCRAPED,SANDED,STAINED, SEALED,AND RECEIVE 3 COATS POLY URETHANE. APPLY SANDING SEALER ON BALK Or- ALL FALL FLOORING,PRIOR TO INSTALLATION. i/_ TYPICAL TILE FLOOR- - t _ TILE FLOOR AS SELECTED OVER IN MUD SETTING BED OVER #30 BUILDING PAPER -- -- - - ----- -- - -� � �- "AZEK"RAKE MOULDING OVER EXISTING 5UBFLOOR - OVER .' - _- --- _ _ _ - � / \ ��R,4�KE BOARD IN"eN ,�1 TYPICAL ASPHALT ROOF - / \ NEW ASPHALT ROOFING TO BE "GAF TIMBERLINE" 'LIFETIME HI6Ff DEFINITION SHINGLES',COLOR TO BE "SLATE" (SUBMIT 5AMPLE FOR APPROVAL) OVER 30 # BUILDING FELT OVER 50' GDX PLYWOOD SHEATHING OVER ROOF RAFTERS (SEE \ / IN x 4" '1 WINDOW TRIM PLAN). INSTALL ICE Q WATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST C --- \ / (PICTURE FRAME)(TYPICAL) 2'1 IN51DE THE EXTERIOR WALL LINE AND AT ALL VALLEYS,HIPS, 4 A5 INDICATED ON ROOF PLAN AND AS REQUIRED TO MEET CODE. WEAVE IN ALL VALLEY'S TO TYPICAL-NEWfXTERIOR-WALL CONGEAL FLASHING UNLESS MATCHING EXISTING CONDITIONS. L, TYPICAL EXTERIOR WALL- --- o -- -- - - - _ - - - - - - - -- -- - - - - - z TYPICAL EXTERIOR DECK �. "TREX" DECKING TO BE SELECTED WITH 36" HIGH "AZEK" 'TRADEMARK'RAILING SYSTEM z w Z WITH SQUARE BALUSTERS OR APPROVED EQUAL. L ~ W 4z > 0" GWWIJ \- "PENNSYLVANIA"BLUESTONE TYPICAL NEW EXTERIOR WALL - CEDAR 51DINO PLATFORM f;6. FLAME EDGE t NEW CEDAR CLAPBOARD (SUBMIT SAMPLE) OVER 'CEDAR BREATHER' (BENJAMIN L � o Q � 3 BRICK RISERS.BRICK TO BE O "GLEN GERM"MODELS 53DD OBDYKE) OVER 1/2" RI61D INSULATION BOARD (R-3) OVER#30 BUILDING FELT OVER Z LL EAST ELEVATIO I/2" 'GDX' PLYWOOD SHEATHING OVER 2"x4" STUD WALL. FILL STUD WALLS WITH R-15 � ° G o ,O EXTERIOR COLUMN Q ?- TYPICAL C w 3 UNPAGED BATT INSULATION AND FINISH WITH 4 MIL POLY VAPOR BARRIER t I/2" z 3 o w to GYPSUM BOARD. GYPSUM BOARD TO BE SCREWED,TAPED,SPAGKLED (3 GOATS), d z g G ~ _ SCALE: 1/8°=1'-01° ExISTIN6 WALL TO REMAIN,EXTEND UP AS REQUIRED SANDED,READY FOR PAINT. Q = 3 � � 0003 REMOVE EXI5TIN6 CEILING, WAL1-5, Q ROOF 3 2 STRUCTURE, AND INSTALL NEW AS INDICATED C? - J RIDGE VENT t RAFTER TO RAFTER o _ u STRAPPING,5EE DETAIL ALUMINUM FLASHING 2'x4" COLLAR TIES O 32'O.G. _?, - -TYPICAL�I5PHALT-ROOF--'-- TYPICAL ASPHALT ROOF - -------- -_----- ATTIC ��r .T� ;��• E" ; DROOFITO WALL STRAPPING,SEEA. -- WALL TO WALL STRAPi SEECONTINUOUSLY VENTED SOFFIT,SEE / DETAIL '-O R-25 INSULATION - "AZEK"RAKE MOULDING / - DETAIL •AZM-281 OVER I"xb" 'AZEK:' / \ / / \ - 6' I0 GLASS TRANSOM(TYPICAL e '•._- _ ° RAKE BOARD --- / \ - BEDROOM M) `4Qm �•"'� __-- — -- - PROVIDE 5/84 TMRJ-BOLTS IG EXTERIOR 'AZEK'I"x4°CORNER BOARDS (CONNECTING EXISTING t NEW � � TYP AL WALL \ / \ PLATES)a 45"O.C.MAX,I'-0" BEDROOM #1 \ / 4 FROM EACH CORNER NO LESS TYPICAL WOOD FLOOR IN X 4" 'AZEK"WINDOW TRIM \ / W THAN 2 PER SILL(TYPICAL) ---- - ------ -- - --- ----- - ----- -_-— -_ - --- - - -- - ' - f R-15 INSTALL NEW /2'PLYWOOD "ATMNG ON ENTIRE INTERNSULATfON ;o oTYPIcAL EXTERIOR WALL- FACPRIOR to GYPSUM BOARD(TYPICAL) U INSTALL SILL PLATE WALL STR PNCSEE DETAIL 0(PICTURE FRAME)(TYPICAL) oY �jl 1-4 -- -- -- --- -- -- --- - - r-+ my=wwyw *PENNSYLVANIAN BLUESTONE PLATFORM WITH --.-_-- -==_= - -- -- _--- -_- _.. _ - --- - AA p FLAME EDGE t BRICK RISERS.BRICK TO BE - - --EXISTING FOUNDATION REMAIN C� � "GLEN GERY"MODEL'53DD O *z \4R-1571NSULATION � }' � TYPICAL EXTERIOR COLUMN PROVIDE 5/8"4 ANCHOR BOLTS e 45" Q � ELEVATION O.C. ESS 1'-0'P EACH CORER o z SOUTH NO LESS THAN 2 PER SILL,AS PER O � u CODE.BOLTS SMALL EXTEND A 4-' � , 00 t MINIMUM OF 1" INTO CONCRETE.DRILL t 4 SCALE:1/411=1'-0" EPDXY N PLACE AS PER SECTION ~ x 1 MANUFACTURERS SPECIFICATIONS � M � R (TYPICAL) L SCALE:1 4 -1-0 EXTEND EXISTING BRICK CHIMNEY AS REQUIRED ,�..{ 00 Q ,r W ALUMINUM FLASHING TO MEET CODE. MATCH EXISTING BRICK OR [-a PROVIDE NEW 5TUC00 FIN15H 24" 4 rrPON'(OR APPROVED _� �{f' -- - --- ------- - EQUAL)LOUVERED ATTIC VENT -J ALUMINUM FLASHING 5PHALT-ROOF - - - Ni RAKE MOULDING -- -OVER I' #A _sYFIGAL_ASPHALT.ROO- - - - ZM-281 xb' 'AZEK' _ RAKE BOARD ------- L11 — ---- _ ♦ �► - ♦ �► U "AZEK" I"x4"CORNER BOARDS \ / - I"X 40 'AZEK"WINDOW TRIM \ / _ _ - \ / U) (PICTURE FRAME)(TYPICAL) F-4 \.oLL- W -- -- - - -- -- - - -- -- -- -- - - -- -- - - -- - - -- -- - - -- TYPICAL EXTERIOR DECK TYPICAL EXISTING EXTERIOR REMOVE EXISTING GEILIN6,WALLS, 4 ROOF WALL EXISTING WALLS TO REMAIN,PATCH REMOVE EXISTING CEILING,WALLS, ROOF EXISTING GRADE to REMAIN EXISTING'BILCO DOOR" t STRUCTURE,AND INSTALL NEW AS INDICATED EXISTINEXTERIOR ELEVATIONS G WALLS ROOF STRUCTURE TO REMAIN &CROSS SECTIONS REPAIR AS REQUIRED STRUCTURE,AND INSTALL NEW A5 INDICATED BASEMENT STEPS to REMAIN WEST ELEVATION 3 SCALE:1/4"=1'-0" 3 DATE: 12/19/17 JOB# 17-56 A-3 1 REVISIONS 1 1/21/18—.-- 2 /21/18air.--2 }T _ , 5 7 r: g 4. F-Plil ,vII .ar A!-L CC g' ( !�([ BFt" :`,.'� i t o€ 1� �J14Jf.._i � .i•' r 'wl. .'IL.a"�I REQLli^cfl,;"rJT", 01=T'(L COD(.:`.,Ci' YOP;"< STATE. NOM O; : Ji �ld Ss•. P E P r•y �-*6""1`.•A..,.' _ g �'.,'•"g•'. p pL t5k tly wl B e ,�19J•e�I'I TM�B`I;id 1"IFICA TION FRAU C0N1^ENT BEFORE LAND NOW OR FORMERLY OF: P� ��/{B�N�a JENNIFER ALICE KAMROWSKI ` 515AN KAMROWSKI i'!j"--ICATE OF OCCUPANCY : rtie!NG WASTE -LDER USED IN WATER ' S ��L=L=a �'''PL)`SYSTEM CANNOT COVERING N89°12'00"E L,,0EEU 2/10 OF 1% LEA 0 , �� -3-----� 36. 58, E S N6 35•?;0000 �•• o c W •�/ NN/��RAo o = RETAIN STORM WATER RUNOFF ` S ° Lu PURSUANT TO CHAPTERAjj��4:ttn 236 ♦ �� 5"% c�R�o W W Z < Z OF THE TOWN CODE. , < >- Ln ♦ EXISTING COTTAGE �, ~ G E LL TLo O REMAIN ♦` z3Qot' Lu W �o SS 'zgwt - = = Z _ � Z INTERIOR �9O 3 � � oQo3 ALTERATIONS TO �• 0'� EXISTING SAIITARY SYSTEM TO t� EXISTING I STORY 0' REMAIN. BMROOM COUNT REDUCED RESIDENCE 1 ` FROM 3 BE[ROOM5 TO 2 Br, U > +yam �♦ BEDROOMS O EXISTING PLATFORM 4H STEPS TO REMAIN 67 cUn REMOVE EXI5TIN67 5TEM -t�' A EXISTING ENTRY PLATF69M e C) c s , t�♦ 4 STEPS TO REMAIN ,' uui r v •0 co 'Pcncn O O .` N t o ,V�1J 40 O PCSQ oT J (O >~ 4 'u CU ciS �,pp .[R ♦ �"4 , r ®0 �--I oo (D t� W NA � tm-ETE CA ♦ 01 EXI5TING GARAGE TOit,, REMAIN I ' U EXISTING SHED TO REMAIN SITE PLANON SCALE: 1" = 20'-0" P -t) " Q Z INFORMATION FOR TH15 SITE PLAN WAS TAKEN ♦ 0 .(.� O 00 FROM A SURVEY PREPARED BY JOHN C. EHLERS �.. LAND SURVEYOR DATE 10/30/201'1177 C) E4 � W 10' 20' 40' W N SCALE: 1" = 20'-0" �D Oi I w SITE PLAN& DRAINAGE ` CALCULATIONS c DATE: 12/19/17 OF sdv I<lJj j, JOB# 17-56 Am[] REVISIONS 1 1/21/18arr 2 3 4 5 6 7 8 9 10 `GROAN' #QTXE-150 EXHAUST FAN DUCTED TO EXTERIOR EXISTIN6 EXISTIN6 WINDOW NOTE: b'-I' O THE CONTRACTOR SHALL PROVIDE PRE-GUT 1/2" PLYWOOD PANELS W.I.C. 3 U2" z 24'x 24' INSULATEDBA _ TO COVER THE GLAZED OPENINC75 d SHALL PRE DRILL ED6E5 AT LL ACCESS PANEL Irri FLOOR-r H i 12" OG TO AGGEPT 2-1/2" #b HOOD SCREWS AND PROVIDE u - ADEQUATE NUMBER OF SCREWS FOR FASTENING IN ACCORDANCE o _ o — 6-{ WITH THE RESIDENTIAL BUILDING GORE OF NEW YORK STATE. L i6, (SECTION R3012.12) z W REMOVE EX15TINO a �„ B, �" o H p >- Q WINDOH,PATCH AS a6� " L-i g In IY � Z REQUIRED TO MATCH ° REMOVE EXISTIN6 PLATFORM, o W W Z M Ln EXISTIN6 REQUIRED ALIGN PATCH AS REQUIRED TO MATCH > IL o W W u I�EXI5TINC REQUIRED A Q > ~ z 2 x 10 C.J.@ 16"O.C. Q 3 I A-2 � BEDROOM #1 sD B � ,� zL;o 1-A TYPICAL WOOD FLOOR A-3 z 3 U =Lu } X W NEWE6RE55 - - - - - 1- r = = = JW 2 - - - - � ?6., % i a' W F-- " - I 31- � oQo3 'GROAN'#QTXE=1 - k6 Q = z z Q HINDONS.SEE------- EXHAUST FAN DUCTED SCHEDULE - TO EXTERIOR EXIS11N6 STEPS TO \ sD m _ - - - -�,� REMAIN,REFINISH A5 L? REMOVE EXISTIN6 REQUIRED - - WINOOW,PATCH AS i m - - REMOVE EXISTIN6 DOOR,PATCH EXISTIN6 ENTRY c`-'n REQUIRED TO MATCH z z WALL AS REQUIRED EXISTIN6 REQUIRED 5' L UNDRY LIN o6Q l rn PLATFORM i STEPS CD 0 iv W/D 6SHE�YEs TO REMAIN c-+ STACKED x CID - - EXISTIN6 EXI5TIN6 cn EXI5TIN& 4f ATH 2 z ? VENT DRYER TO sUILT-IN en EXTERIOR I CL. f6 CLOSET MILLWORK c� NEw EGRESS c`7 a -� (`TYPICAL) 2-1 { �' o HINDOW.SEE 2)2"x 10'1 (FLUSI EXISTIN6 3 Imo' ■ 3 I x SUaEDULE j °L p• r; W ug - - _-_ _ C-- - PROVIDE CURB wlTl f PAN c- r -- _3 f," F_I _ _ s (III! TA �_ EX15TING HEARV TO REMOVE EXISTIN6 1�� DRAIN BELOW. INSTALL 'WATT p i �m REMAIN WINDOH5,PATCH A5 INTELLIFLOw' "SERIES A2C-M" _ _ - _ - - - -r - „ REQUIRED TO MATCH RANfiE NTH LIVING RM BEDROOM #2 I EXISTIN6 REQUIRED U AUTOMATIC, WASHING MAGHI ; HOOD AWVE i G WATER SHUTOFF VALVE i _ _ _ _ TYPICAL WOOD FLOOR TYPICAL WOOD FLOOR • = - - - - - VENTED_TO � - � _ I - - - - - - Z �-+ KITCHEN EXTERIO-F -T11 _ - - - - - - - - COLLAR TIES TO n `A o DINING RM Y- - - _ - - F,_ -01 _ EXISTIN6 FIREPLACE TO REMAIN00 U D U TYPICAL HOOD FLOOR i REMAIN,PROVIDE&LASS NEW E61RESS o oENCLOSURE AS REQUIRED WINDOW.SEE X i TO MEET ENERGY CODE SCHEDULE Nu w VERIFY DOOR CAN OPEN 1-C �' 17 4-j FULL q0 DEGREES C4 - - - - - - - - - - - - - - - - - V s EXISTIN6 BASMvIENT +� cy AC E-55 DOOR TO h to 01 ChD } u REMAIN EXISTIN6 �-+ �+ w EXISTIN6 EXI5TINO EXISTING EXI5TIN6 i•I Z 0 di �u EXISTIN6 PLATFORM � '� o` t STEPS TO REMAIN Q 00 o ELECTRICIAN TO VERIFY EXI5TIN6 ELECTRICAL ALL EXPOSED EXTERIOR HALL5 TO RECEIVE NEW Z-15 SERVICE $ PANEL ARE SUFFICIENT FOR NEN WORK. INSULATION. ALL EXPOSED CEILIN65 TO RECEIVE R-25 CONTRACTOR TO INCLUDE IN PROPOSAL PRICE FOR INSULATION UPGRADED ELECTRICAL SERVICE 4 NEW PANEL AS ►� REQUIRED HALL SYMBOL KEY EXISTIN6 WALL TO REMAIN FIRST FLOOR PLAN a ---- PROP05M NEN STUD WALL Ur W SCALE:1/4"=1'-0° �o co CARBON MONOXIDE DETECTOR =_____= EXISTIN6 WALL TO BE REMOVED a FIRST FLOOR: +/- 1,236 SQ FT SD SMOKE DETECTOR Z x ROOF AREA: +/- 1,447 SQ FT Q Z WINDOW & EXTERIOR DOOR SCHEDULE - FIRST FLOOR 1/21/2018 o w 4 00 0 UNIT LOCATION SIZE(APPROXIMATE) MANUFACTURER STYLE MODEL# U-FACTOR SHGC NOTES m 1-A BEDROOM#1 5'-0"x 4'-6" ANDERSEN 400 SERIES CASEMENT (2) CW145 0.29 0.31 LEGAL EGRESS U 1-13 BEDROOM#2 3'-0"x 4'-0" ANDERSEN 400 SERIES CASEMENT CXW14 0.29 0.31 LEGAL EGRESS 1-C BEDROOM#2 3'-0"x 4'-0" JANDERSEN 1400 SERIES CASEMENT ICXW14 0.29 0.31 LEGAL EGRESS o W w N F—i EXTERIOR DOOR $ WINDOW GENERAL NOTES: I. WINDOWS TO BE 'ANDERSEN" '400" SERIES'. ALL 6L.AZIN6 TO BE HIGH PERFORMANCE LOW- E4. 2. DOORS TO BE 'ANDERSEN" '400" SERIES'. ALL 6LAZIN6 TO BE HIGH PERFORMANCE LOW- E4. 3. ALL WINDOWS TO HAVE WHITE HARDWARE 4 DOORS TO HAVE BRIGHT BRASS HARDWARE 4. ALL GLAD DOORS AND WINDOWS TO BE WHITE. ALL SCREENS IN WINDOWS TO BE 'TRUSGENE" - WHITE,SCREENS IN DOORS TO BE STANDARD MESH - WHITE 5. HEI6HT5 AND WIDTHS LISTED ABOVE ARE APPROXIMATE AND ARE NOT TO BE USED FOR FRAMING ROUGH OPENIN65. FIRST FLOOR PLAN b. NO FINGER JOINED MATERIAL TO BE USED ON ANY PART OF WINDOW OR DOORS INGL.UDIN6 BUT NOT LIMITED TO,SECONDARY SURFACE5,SUB SILL,EXTERIOR GA51NG5,BLIND STOPS, ETC. DATE: 12/19/17 JOB# 17-56 l l REVISIONS 1 1/21/18A,E�r 2 3 4 5 7 8 9 I , --- ---------- ----------------- - - ------------ ------ -- --------------- - --------- - XISTWS R0OF=TO R91AL, u u 4 -1'- 4'--F'T --i` I M -- -- _-- — -- — 1_ - - - - El 1:1 - - - EXISTING a EXISTING 15 1N 4 T H I Lj 1 41411 Ul LU -- -- 4 G6W0Q � Qz � J ~ Z LQuQo3 � ozU. EAST ELEVATION Lo Ln W = ~ . SCALE:1/4"=1'-0" Q = z z Q 3 � Z) 0003 0 Sk 0 _ L K��' --- ------ -- --- -- — — — —X — -- REMov p(ISTMCs WINDOW,_— — _ --_- z i. 1:,L ,! I L p r v `� f -- - M _ f -PAtG-I 81DMCs AS REQUIRED -- / Ll i 6 EXISTING \ / EXI I G EX151 115 EXI5TINC7 U 11 f U rn -- -- -- -- -- — — -- r _ - L�2 rN �<I TM ICI a; cu - - -- -- -- - 1 u -� NEW LEGAL Ec,RE88 u EXI5TIN6 ENTRY O WMpOW3 a� NEW SIpMG t0 MAtcl•I EXISTING PLATFORM a STEPS TO REMAIN �MOYE DOOR PATCH SIDING,* � ., M U ISM EXIStMG GRADE t0 REMAM EXIB�STEPS TO FVUN Q Z SOUTH ELEVATION NORTH ELEVATION -j SCALE:1/4"=1'-0" SCALE:1/4" =1'-0" p ooO �s W H EXISTm RROOF-TO V � - ------ -- - -- --------- ---------- - -- ----- ------ ----------- ----------------- -------- ------------- --------- - - :- � z T1 11 1 1 -- -- 00 15TIN5 a a - XISTING - EXISTING U S �ISTIN6 Q�, �D L J I - -1 I--�-1 - L o W 1 1 I HI III �- - - - - - - 1 �' N - 41�--141 - 1 - i __ - EXTERIOR ELEVATIONS WEST ELEVATION SCALE:1/4" =1'-0" DATE: 12/19/17 JOB# 17-56 A=