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Home My WebLink About39673-Z ,4�c,UFG Town of Southold 4/25/2016 „, t.., o ; P.O.Box 1179 of,o 4' 53095 Main Rd s�d � v''' Southold,New York 11971 o CERTIFICATE OF OCCUPANCY No: 38267 Date: 4/25/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 280 Homestead Way, Greenport SCTM#: 473889 Sec/Block/Lot: 40.-2-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/6/2015 pursuant to which Building Permit No. 39673 dated 4/13/2015 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: ONE FAMILY DWELLING WITH COVERED FRONT PORCH,REAR STOOP, AND ONE CAR GARAGE, PER ZBA#6332 DATED 12-22-2009, AS APPLIED FOR The certificate is issued to Equity Trust Co. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0002 04-08-2016 ELECTRICAL CERTIFICATE NO. 39673 04-12-2016 PLUMBERS CERTIFICATION DATED 04-14-2016 A'aul Rupp Plumbing rJ Aut s ' ed S gnatute ,`go„--., TOWN OF SOUTHOLD 0.4, ' ' .4"9.'s,, BUILDING DEPARTMENT TOWN CLERK'S OFFICE "` ^'1 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#: 39673 Date: 4/13/2015 Permission is hereby granted to: Gildersleeve Orrigo, J 130 Stanley Dr Centereach, NY 11720 To: Construction of a single family dwelling as applied for per ZBA (waiver of merger), DEC, and SCHD approvals. At premises located at: 280 Homestead Way SCTM # 473889 Sec/Block/Lot# 40.-2-11 Pursuant to application dated 4/6/2015 and approved by the Building Inspector. To expire on 10/12/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,366.40 CO -NEW DWELLING $50.00 dippl: '; , 416.40 r :uilding 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. 3//S i `� New Construction: Old or Pre-existing Building: (check one) Location of Property: i t 4 *4 S 1Y-4Z- 1A—fr--j Col - QOv AIL-( 1 I House No. Street fr Hamlet Owner or Owners of Property: ?VLC ... Suffolk County Tax Map No 1000, Section 116 Bl ck 0 moo— Lot I I. Subdivision S ' \\Ai L S) fiti Stkiir4li Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ _1 icant Sig 1111M111."-- •%�pF S®Uty- ,, ® - Town Hall Annex �, �® 4 : Telephone(631)765-1802 54375 Main Road C Fax(631)765-9502 P.O.Box 1179 % ( b Southold,NY 11971-0959 .�44, ,1, roger.richert(a�town.southold.ny,us couNT0 0 -—•... .• BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Equity Trust Co. Address: 280 Homestead Way City: Greenport St: New York Zip: 11944 Building Permit#• 39673 Section' 40 Block. 2 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Neubauer Electric LLC License No: 3867-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200A Heat OIL Duplec Recpt 53 Ceiling Fixtures 11 HID Fixtures Service 3 ph Hot Water ELEC GFCI Recpt 7 Wall Fixtures 5 Smoke Detectors 4 Main Panel 200A NC Condenser 2 Single Recpt 1 Recessed Fixtures 24 CO Detectors Sub Panel A/C Blower 2 Range Recpt 1-40/ Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 1-30/ Emergency Fixtures Time Clocks Disconnect 200A Switches 42 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Combination Smoke/CO Detectors, 7- Paddle Fans, 3-Exhaust Fans with Heat-Vent-Light, 1-Exhaust Fan,6-Under Counter Puck Lights,9-ARC Fault Circuit Breakers. Notes 1 Inspector Signature: Date: April 12, 2016 Electrical 81 Compliance Form.xls If,*a sorlT,;�� w 44 41Y ',� ..v r;V ploTown Hall Annex , T rf yn Telephone(631)765-1802 54375 Main Road .r Fax(631)765 9502 P.O.Box 1179f„17.4 t�q � OS Southold,NY 11971-0959 Ql4; '`.. n-•'' �,y 15 � COUN�`IR ECEIVIE D ,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD I APR 1 9 2016 BUILDING DEFT, TOWN OF SOUTHOLD CERTIFICATION _ Date: 1Ioi co Building Permit No. 2 / 7 2 , Owner: B4Lt L D1J (Please print) Plumber: c)0L--t L a'L4 p Q 1 t"^v,, /3- i 1'" (( ( (Please print) v I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. i 6" 7_PA_ g,-,,f.-", _ ___. _ (PIbers Signature) Sworn to before me this i° i da t ' , 20 I (0 (G14029A____0-411Wtot________------- ANGELA M. CAMERA Notary Public, State of New York Registration#01CA6280228 Qualified In Nassau County Notary Public, Gottnty Commission Expires April 22,2017 �O��OF SOUryOlo` - - fi," TOW OF-SOUTHOLD BUILDING DEPT.- 765.1802 INSPECTION [ FOUNDATION. 1ST [ ] ROUGH PLUMBING [ ] 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: T° N, A. 4/./ I , -- ' ` +`,� : , VVI (i ler I $ DATE TT/ -Q INSPECTOR '�� 3 ossc07_1 %SOF SO!/ry�! TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION [ ] UNDATION 1ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAUL ING REMARKS: y DATE2 ` tINSPECTOR o�-- soy-- -- ,/jKI 7.? -e---- f-Wo\ Olt tg t „OUMY,N;; '''', TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING �� [ ] UNDATION 2 [ ] INSULATION -41-41 [ FRAMING / RAPPING [ ] FINAL [ ] FIREPLAC CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION r [ ] CAULKING REMARKS: (2--9t0.- _Ad 7 € )_,,, V' ___1_( _ ,-t, k:7” cicr-: ' ' 07," 4 .ef -= -4,4,iyir 7 i _J*.4 *0.4 , '1, ilk Ale if / l rli \ r .yE r Ar DATE _ INSPECTOR COF SObTyolo,` _... I' /1,141 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: or-- 6g - ---To DATE `5?/2,4(f s INSPECTOR 3764 o G TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTJON [ ] FOUN.' TION 1ST [ . ROUGH PLUMBING [ ] F = NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAUL REMARKS: r� _`/ ' %CN' _ 1,11 4#(1 rf vz cPsQ � , I - j A/Kgr. We Q DATE A 14-' INSPECTOR 1, – , 3 % 232— .. '��oi.��OF S.,i,l. o G ... $ 1, d - . d �'YcOUMY,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] H GPLUMBING [ ] FOUNDATION 2ND [' INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY• [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE R STANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKI - REMARKS: „....(Z:re4„&c.x.,09.- ilk4) ' C- scee..2) , 7 C-- DATE /0 I 'IC) t -C INSPECTOR „4Pf SOUIyo a ,� TOWN OF SOUTH LD BUILDING NG DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY _ [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) SY. ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: F74.c4e._ ice DATE 4/6==' INSPECTO 3 7 (2 Z,52--6------ 1��,hO��OF SOUT,yflolg) 0/p' _____.,......,„, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING / STRAPPING [,' INAL" [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING • REMARKS: "'/ 0 00 -5 l - ,40 , / - , ' - , /2--et 7 "V r G )67 -c DATE INSPECTOR FIE',DLI' gP1t C:TIoN R.VOR ' DATE -,--C-W lEENTS. ',-41* 0 FOUND ''ION IS - -,---- 4. : G C��1 # . . . . .. .. . , . J _, 7,6.- . 7/2/*9,--. , -., _ . . ,, ,r r f i , ,v. i,,_. t ,...,_ FOUNDATION(2ND) '• M. fis.),-k-ii. pf:64i0H( , 00_„/47 71,4. Aa/. .,,[ 1 ,. .r.e7, . ` e 3 c ` -; - w l ROUGH FRAMING& tziy PLUMBING , �. - 70, '-' ) , • ,_,_..-._� ,• r (7 INSULATION PER N.Y. ' • • STATE ENERGY CODE ' t).1 IIIIIIII • � . � e ' FINAL 11111111 . . �, . . l P► D1Nj ' `1.- . G •• sq _.-.7. /(-64, ..��, as /5— • . • F l F . VIA 1 y/to4k: oil- . •• f he. 0 10 , ° 6,LL.4 I &-.7- eb ,... t . (.__\ 7,ini r �d '� • .4FA f re--; f . . . , , . .. (+ FFy % • , - • W\ FM pzi. - . - . , .. ?B • ` M • . . QA r.4- .., ... • 1 .. . , r i 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 119714 sets of Building Plans '-- TEL: (631) 765-1802 1� Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.netPERMIT NO. ' `� Check Septic Form ✓ N.Y.S.D.E.C. Trustees C.O.Application r_ Flood Permit �� Examined ,20 Single&Separate A Storm-Water Assessment Form l.-- f ) Contact: Prri—k L i Approved ,20 Mail to: ' i ti S 849,7 J4(9ve, tAi Disapproved a/c Sal A•Ns i L A}`-( 1 15 1f Phone: 5J(jc p2 0 y - )-.?. Expiration ,20 41" ? ��nl Building Inspe tor 1 APPLICATION FOR BUILD PERMIT 11 APP - 3 2015 Date 0 3 , 20 / INSTRUCTIONS BLDG DEP[ limbi OF S01'I1.1OLD --a:-This-apphtatiorrMt:J completely filled in by typewriter or in ink and submitted to,the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing7'e, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (S..nature of app scant or name,if a corporation) 1 1 H C r3 Pr-i KitutA LA 6S0-A51.6, / iv) I(9 71 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0 LJ r -1-- C0-0N,An cJ Name of owner of premises \)0 LI L '�L717 _- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 983 73 - lj Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be •one: . 6 .Qc,N r ; +_ - �� -2� Z • � 1 _ H 11 House Number Street Hamlet 9.R I s County Tax Map No. 1000 Section �U Block ' •QY.P-•. -° , Lot Subdivision C ' 1`' :11) £%V S P .t1 iled Map No. Lot 2. State existing use and occupancy of premises and A intended use and occupancy� of proposed construction: a. Existing use and occupancy V' C j (-�Y 9V�L� n b. Intended use and occupancy St ‘1,\.) r-e 1,2v4) V✓ t. JP-ecrd 'Lei 3. Nature of work(check which applicable):New Building - Addition Alteration Repair Removal Demolition Other Work /� (Description) 4. Estimated Cost vS y() 0 TO Fee / (To be paid on filing this ap lication) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars I 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. A01/19 7. Dimensions of existing structures, if any: Front .4/4 Rear Depth Height Number of Stories Dimensions of same structure with alterations or aVio s: Front Rear Depth Height 1L Number of Stories ! 3 8. Dimensions of entire ne�v construction: Front 0 Rear Li0 Depth i Height .c) Number of Stories t•�� t? "'; E - PIA 9. Size of lot: Front / 0 9 I Rear I I 0 1 Depth c�d a j 10. Date of Purchase j� i / j Name of Former Owner d2Q J O 11. Zone or use district in which premises are situated De2-gt -q/kriVAA 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES ✓ NO Will excess fill be removed from premises? YES NO li 14.Names of Owner of emises &(C NislkIel Address ,S Phone No. Name of Architect 1ieIf ' i; vk r 1Address L:k 1-'4-"-*- Phone No 63/ -oa9cP-,-7l t Y Name of Contractor .c(,; d C S j vuv Address I,I K r P1. /1,4 Phone No. 6 3f-7 61= 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES " NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey;to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and,restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEWppYORK) COUNTY OF 3141. IL" ) QJJLk( � 1 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing C,1 g contract)above named, n (S)He is the C--CA * U�"Y� J2- / (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this - / J d.y of / 4. 20 / Iiz........, Not. y 'ublic LINDA S. CARLSON / Signature of Applic." Notary Public, State of New York No.01CA6137178 Qualified in Suffolk County �I Commission Expires Nov. 14, 20 L-/ Office Location: � �© D(/ ,© Mai in,Addrrll: Town Ar:rex/First Floor,Capital One Bank 53095 Main Road 54375 Main Road(at Youngs Avenue) ' P.Q.Box 1179 Southold,Pr?' 1197 t Q te ' Southold.,NY t1971-0959 • COMO,0 lutp://soatholdtown.nottifork.net - BOARD OF-APPEALS TOWN OF SOUJTHOLD TeL(631)765-1809 .Fax(631)765-9(164 • FINDINGS, DELiBERATIONS AND DETERMINATION MEETING OF DECEMBER 22, 2009 ZBA File#6332:Joyce Orrigor Applicant. LOCATION OF PROPERTY: 06425 County'Road 48, Greenport CTiM# 1000-40-02-11 and 12 (combined/merged as-one lot) SEQRA DETERMINATION:The Zoning Board ofAppeais has visited the property under consideration in this application and-determines that this"review falls under the Type Ii category of the State's List of Actions,without further stepsunder SEQRA. LWRP DETERMINATION:,This application is not subject to review under Chapter 268 because the variance relief requested does not involve-features that relate to a regulated- natural feature or a bulkhead or other shoreline. PROPERTY FACTS/DESCRiPTION: The applicant's property consists of a total-land area as combined,(together) Of-approximately 44000 square feet, identified as 11 and 12 on the Suffolk County Tax Maps, District 1000; Section 40, Block 02. The land-is vacant with a depth Of 202.56 feet; and 219.90 feet along the north side by a town street (Homestead,Way) and 219.90feet along the south side by County Road 48 (a/k/a North Road);The property is located'in the R-40 Low-Density Zone-District. BASIS OF APPLICATION: This is a request for a Waiver of Merger under Code Article iI, Section 280-12 (as amended), and Section 280-11 to unmerge land identified as . SCTM #1000-40-02,12, based on the, Building inspector's August.4; 2009 Notice of Disapproval-citing.Zoning Code Section 280.10A. which states that the nonconforming - lots merged untit_a total lot size conforms to the current bulk schedule (minimum 40,000. square feet in this R-40 Residential:Zone district).The land is merged with'the adjacent property to the west identified es SCTM#100040-02-11. ADDITIONAL INFORMATION:-The applicant had previously come before the.Board in' September 2005 under ZBA file#5740 requesting a Waiver of Merger of CTM#1000-40- 02-12-from CTM#1000-40-02-11. The request.was Denied, because the Applicant could not prove economic hardship.: Since that time the Town Code has'been changed to eliminate the economic hardship criteria from the waiver of merger appeals process. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on December 3, 2009, at which time written and oral evidence were presented. Based upon Page 2-Oeccotbcr"_22x;2009 - ZBA Filcii6332-Joycc onigu C iM 1000-40-2-1.1Al2 at 66425 couuuy Rd,48,Qrtcnport all testimony, documentation;personal Inspection of the property,_and other evidence,the Zoning Board finds the following facts to be true_and relevant: 1. The lot proposed for Waiver of Merger has not been transferred to an unrelated person since the property was purchased in 1.966: The two-lots were merged pursuant to the enactment of the merger law.There-were no transfers of ownership outside the family during any ofthis time. 2, Balancing the-factbrs set forth in§280711 weighs in favor of the applicant as follows: a. The lotto..be recognized is-of comparable size to the majority of ir€lproved lots,in- the neighborhood. The subject-lot,is 0.61 acres. The lots immediately to the east and West along Homestead Way,are the same size-and dimensions as shown on the-"Map of Eastern Shores at Greenport"and the Cou ity Tax Map; 1000-40-2-10.2, 13, 14&15, b. The lots to be unmergecl-are,vacant: They have historically been treated and maintained'as a separatearid independent residential lots.- , c. Thewaiver of merger and recognition of a second lot will.not create an adverse irripact on the physical or environmental conditions-in the neighborhood.- The subject parcel Is.,ane of.many,Vacant lots,in the neighborhood.'There are no wetlands and no reported environmental,constraints-On the-Subject:property. RESOLUTION OF THE BOARD: In considering-all of the above factors and applying the balancing test under Town Lode. -§280!11(2), a motion was offered by Member Schneider;seconded by-Member Weisman, and duly carded, to GRANT the application concerning Waiver of Merger of CTM#1000-40-02-12 from-CTM 41000-40.02-11. In accordarice-with the Law as written:. Vote of the Board: Ayes: Merhbers Goehringer (Chairman), Simon, Weisman.and Schneider.. Member Homing.wps absent. This-Resoiu#ion was duty adopted (4-0) --erard P. Goehringer, Chairman / =Approved for Filing 121 &'109 1� AlIlk NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Nur Facility DEC ID 1-4738-04368 PERMIT • Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: Facility: JOYCE ORRIGO ' DAVEY(LESSEE)PROPERTY C/O PATRICIA MOORE 11 HOMESTEAD WAYISCTM 1000-4-2-11 51020 MAIN RD . GREENPORT,NY 11944 i/��---[ SOUTHOLD,NY 11971 (631)765-4330 PAUL DAVEY 1145 BAY HAVEN LN . - ' . SOUTHOLD,NY 11971 • (516)204-2222 Facility Application Contact: - • PAUL DAVEY 1145 BAY HAVEN LN SOUTHOLD,NY 11971 — ' • (516)204-2222 . , Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Greenport • Facility Principal Reference Point: NYTM-E: 720.234 NYTM-N: 4554.357 Latitude: 41°06'38.4" Longitude: 72°22'37.4" .' Project Location: 11 Homestead Way - Watercourse- SO-9 Authorized Activity: Construct a pervious driveway and post and rail fence(accessory structures) within the 100 foot freshwater wetlands adjacent area. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 12/29/2014. (GRZ) NOTE;Construction of the-single family dwelling with roof stormwater runoff drywells,garage,deck, and sanitary system are greater than 100 linear feet from NYSDEC regulated Freshwater Wetland SO-9. Permit Authorizations Freshwater Wetlands-Under Article 24 ' Permit ID 1-4738-04368/00001 New Permit Effective Date: 12/29/2014 Expiration Date: 12/28/2019 11111011 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-04368 NYSDEC Approval acceptance of this permit,the permittee agrees that the permit is contingent upon strict By acce p all applicable regulations, and all conditions included as part of this compliance with the ECL, Pp permit. Permit Administrator:SUSAN ACKERMAN,Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @STONY BROOK150 CIRCLE RD STONY ROOK, Y 11790 -3409 Authorized Signature: r►�- r Date 12! • Distribution List PAUL DAVEY Habitat EUGENE R ZAIVIOJCIN Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS • • NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: FRESHWATER WETLANDS 1. Work Area.Limits Any work, disturbance, and or storage of construction amaoved pshall be confined to within the limit of clearing and ground disturbance shown on the an. at Upland Site Any demolition debris,excess construction materials,aandor 2. Materials Disposed site excess excavated materials shall be immediately r and completely besematerials shat bes suitably stabilized more than 100 feet from any regulated fresh so as not to re-enter any water body,wetland, or wetland adjacent area. 3. Straw Bales Prior to commencement of any construction activities,a continuous row of straw bales shall be staked end to end as shown on the approved plans. 4. Straw Bales to Be Entrenched Straw bales shall be entrenched two to four inches into the ground. Page 2 of 6 li Scott A.�_Russell .• � �T�O�]E�M[\SVA\'7C']E]E� SUPERVISOR = o MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 ••`• Town of So u th o l d APR 6 2�` '�•••••,...,,.•••• 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) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[(B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to - 100 feet of horizontal distance. Y ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑g E. Site preparation within the one-hundred-year floodplain as depicted ❑E( on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes - . in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date District NAME Joh Jit C. /• r" ifj L�� 02' (Print) Section Block Lot m`J e _ ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information (45,9 76 - 5 O Za (Telephone Number) Reviewed By, M19 Date: 1/;-- Pro left Address//Location of Construction Work: I 11 El for processing Building Permit. A1Juw I� El Stormwater Management Control Plan Not Required. 1 , Stormwater Management Control Plan is Required. II �. (Forward to Engineering Department for Review.) 1:"7"--' _ # APPLICANT S.C.T.M.# 1000 ovs� k-., CHAPTER 236 (Property Owner,Design Profession tla#',ntractor,Other) S.C.T.M. uu,na ' 40 Q. 11 ,'�0 Stormwater Management Control Plan CHECK LIST J0%L*jMt 7- i Section Block LotNAME � — ,, S M C P -Plan Requirements Provide ONE copy of the Building Permit Application. Please Print = O �;� Date * The applicant must provide a Complete Explanation and/or Reason for not providing 165 5a2o Syr 1 2o 'I ol.�i '' all Information that has been Required by the following Checklist' Signature Telephone Number B r,„,�r'' 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: ! - If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. Il c. Existing-Natural & Man Made Features within 500 L.F. DRAINAGE INSPECYIANS AMIE PE UIlltED of the Site Boundary as required by§236-17(C)(2) Contact TOS Engineering at 765156®before d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water Backfill OR pr a ._. ,.-,.... e. Limits of Clearing & Area of Proposed Land Disturbance. that the drainage has been installedfltu t( . f. Existing & Proposed Contours of the Site (Minimum 2 Intervals) g. Location of all existing & proposed structures, roads, V- --- . driveways,sidewalks, drainage improvements &utilities. - . h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. I-7 t/ ti fmL J. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). ✓, 1. Location of proposed concrete washout area(s). Vi M. Location of all proposed erosion&sediment control measures. ✓ EROSION &SEDIMENT CONTROLS 2. Stormwater Management Control Plan must include Calculations showing Shall include but not be limited to: that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2")inch A well maintained dr0lrSLr uCrCitrri Errtrarret?, rainfall/storm event. Wire Backed Silt Fencing,stabilization & 3. Details&Sectional Drawings for stormwater practices are required for approval. Seeding of exposed and/Of inactive soils. Items requiring details shall include but not be limited to: / a. Erosion& Sediment Controls. ✓ b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e g catch basins,trench drains,etc) 1// d. Leaching Structures (e.g.infiltration basins,swales,etc) V ****FOR ENGINEERI G 0EPA' r U ONLY"" `- Additional Information is Required. Reviewed& f II Stormwater Management Control Plan is Not Complete. Approved By: Al i .-.. 1 _,,, - Tt Stormwater Management Control Plan is Complete. Date: 4' rA\ SMCP has been approved by the Engineering Department. I FORM # SWCP Check List-TOS MAY 2014 Town M Raid * * Telephone(631)765-1802 r 1681)765-85 ' ' P.O.Box 1179 ; y s� ro�terriche ownsout�io .nV.uS Southold,NY 11971-0959 � �� eelas*,,;1'. • BUILDING DEPARTMENT TOWN OF SOUTHOLD • APPLICATION FOR ELECTRICAL INSPECTION • - . REQUESTED BY: r 15a U K Date: q I i/i S Company Name: /V se/,6 ric Lc_G Name: ,( ' /340e‹ . . . License No.: 3?b ? /Y► 6 Address: tido A Lgp%n y h ,q✓e. I/1 ist 4 a, (yI b,, /LJ / 7 o ' Phone No.: • • 63/ 6 6 g 363 ? f JOBSITE INFORMATION: (*Indicates required information) • *Name: Pa,o I i aie1 - • *Address: ?V n Hume. 5-r2aat -V'.Itk - orapmP-0/fi jv y i iCNL( *Cross Street: re ore S L44-1e- jUa It . ``Phone No.: . S/b 2 D i/ ZZZ?, Permit No.: 3q-67 .3 , Tax•Map District: 1000 . Section: c/o. Block: 0 Lot: /I *BRIEF DESCRIPTION OF WORK(Please Print Clearly) • ivP vj yom2 a-8-0 D S PO- (Please Circle All That Apply) *Is job ready for inspection: `".‘-ill YES/ NO Rough In Final [?o:you:needa'TeFzi� �Ce""`rtffics#e: . , , � _��: • , .-� p NO` : ix'1,7)'-- 303-a-p O$13 Temp Information(If needed) *Service Size: 9 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground(Nurnler of MetersThange of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION , ' I X-7--,) • 82=Request for Inspection Form *c=.4-5' l Pr ;haOt'SOp " • .., .. . T• ?- '' Y w=. ,,y .::-'<.. + '- _, - y og: '' ''' '` :- BUILDING 'D.EPARTMENTr` ,, :*' * ' ;'1.:(•, ^ J. - . TOWN Of SOU"THOLD., 'l • .;3 01.,,,,.,%:5 Town Hall Annex'54375'Main Road;•:P.Q,Box,1:179"•Southold;�NY,-1"1971:=0959' =��Cp {;Y :c'" -Telephone„(631.)765=1802_ fFaz_,(63,1);76 9502"..." i .;;= '`Number of 'Meters: .. . <:.-: Tempora„y-`Certificate / . i ' ' ,Size:. :SL.`. . Phase, . .• - ' � .,',.- .- '_— ,- Ov head",'Uncierground 0 ,. 's,d ,!Service- l Ghari a of-=Service` "C7: A.econnectEx'stiing Service 0 Cr: -.issued to ,�" a ' ' .Y .Installedbys- ,w` .,. _ Lic::#-.v. 3.g6-:-'7..,.."' f� ,„ .., • "., :, sReference 1.- �.3"-1-a,' r'YG�" ,—:3 3 T..� ,e '':,Application:for.electrical service;equipment.iis on file With Town"of,.'Southold-On applicant's notification 1 that.this.installation,is:complete,.the.town:-Will;;conduct"a premises i spection of,,the service;equipment:; • "valicf'for,-90 s -the;above date. ,' „, ',.Authorizecity.; ,, - ., } L .vt..+, __ 4,.�.. ww✓_ , _x..ww .. ..,..,.,e. .a, i�}.J ...1.i�_. • } • r im ,,. , . q‘ei5 -----)— A '" TOWN OF SOUTHOLID ---c2.PROPERTY RECORD CARD OWNER STREET .- S---0.' ' :j , VILLAGE DIST. SUB. LOT iice Gor €2,v'e. Orrikso: 00.064-(04 Oiral iVt.e.vit.,A.44-,/,/ / FORMER OWNER N - ;; c'-- , ti ^ ACR. 4,1“Uktig,i0 eViati te5; o&a..art.'!(kt,e4:;:.:,ii , S / V\T '' '--) TYPE OF BUILDING 6 it; , ,W61,,i-taizizi 4,1- , , 74rh 239 ,, - , 1. 0,rk„,-is - RES. v SEAS. VL. * FARM COMM. CB. MISC. Mkt. Value LAND IMP. ' TOTAL DATE REMARKS/AWe ,,,L4,vyi N , 0 ,j, leta,,i) , Ati_eagd,p, 6-7fria , iii,,,Niffe: , . 0 0 / --- 0--- 1"/ 31/ 1 /6 ‘o ll'io a-0 , U P ' P v V I '• ' 0 t • I- ek 0 e 1 D I / I 7 V II S?1 4e /f/A1,E.11," Z:-.1 4; (7. ///xA det.:6,/ 7ei r- r ' U ` i) (I m.,tt4 647/0 s-- L 1 17 ao,030R---- ep-icier5keve_ Ps-IL.4a Orri_j‘ 0 --/v/c_. AGE BUILDING CONDITION • , , • --) NEW NORMAL BELOW . ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD ."--/ i House Plot DEPTH 6 6 '..,. ' BULKHEAD -;rs_.' T, ' otal DOCK 410,:jo ; +a 1. ' a.R a `, 7.., , $ s I *IIIIIIIIIII41141111111rhb%' p '� t I laf sP 0 er,, i r .Y Ir c, t l)) n c G co di v, 1 _ Hi_ 5 .1 5 K o \J ' 0 4S 5 4 dr-0im\ tr, TA _ 4._ Z " 411100x P - , ...... ... Z. S LZ 1i TM 4.........1 ••% '....4 n- l P -.1 s i. ---1,,,,,,,:z . Lb - a .4*%;' (..,.... ca, ft± N , Town Hall Annex e' sO . - • .. . Telephone(631-1802 54375 Main Road • Fax(631)734-9502 !' _ P.O. Box 1179 i o = _ Southold, NY 11971-0959 rrz • ? • • ' M s Oo' ?° , o ' - BUILDING DEPARTMENT - • NOTICE OF UTILIZATION.OF:TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 4,// )� :- oa Owner:. P\Auk L .,..! , : . „f 1 Location of Property: . r( y` 1W / D �-' ' f/ "- - Please take notice that the (check ai pIicable line): .x. New residential structure , °°''4.. . - : C4 j\Jift :,d Addition to existing residential structure . j\j- . " . Rehabilitation to an,existing residential structure " ;j„. : to be constructed or performed at the`sub'ect'_rd err :reference above will Utilize J P ;Y (check applicable line): . . . . . , Truss type construction(TT) . . , . • , ' Pre-engineered wood.,construetion (PW)- ' : - :` Timber constructionr(TC) - . . • in the following location(s) (check applicable line): - s. Floor framing, including;girders,.and beams (F), Roof framing (R)' . : , , -, ..-, t” Floor and roof•fram'• •l ) ?, a �� • Signature: � � � . t. Name (person.subrnitti.;�'#his form,): ' '_" Capacity(check applicable line): • . Owner . . . . . Owner representative . . TrussResRegl5.docx Effective 1/1/2015 ' .•.... -•-••::•: 3•.-:%,•7.t•.: n ••• ...:'_7Vf1. t.,7.; vf.v6'n!:;:i'.,tr.i,M •-•7.•.y41:.4!1:1.rt: wJ�a. 1. 6" DIAMETER ii REFLECTIVE RED„ ROMAN ALPHANUMERIC P%ANTO[, E ''•' f.:' - DESIGNATION•OF'COIVSTRUCTION (PMS)#1137 :K ' + TYPE BAS DtON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE i • 2" MIN. • - REFLECTIVE WHITE . � i. ; 1/2" STROKE _ - . •- - . .- --- - � - . _ —_— ... .• :•-DESI-Gtr'ATION-FOR-STRUCTU eAL- - ..- --------:-_.:.- -_-_----,.----------7------- ---- „,i,_ ... %C.9M1'ONEr T..S,TRAT ARE OF _ r' ' TRUSS CONSTRUCTION . "F" FLOOR FRAMING, INCLUDING • _ GIRDERS AND BEAMS' . - "R" ROOF FRAMING. • - • "FR" FLOOR ASD ROOF FRAMIPI`G • • - -TRUSS [ Fl 1 ON S� GN , • ,- COIVPLIANCE W11-119 NYORR PART.126s 1e. ' ,.• • U. CODES DIVISIONEKAIV'PLE TRUSS IDENTIFICATION SIGN DATE:03/08/2005 - _- , .'' :- NEW YORK STATE DEPARTMENT OF STATE _ ,-....,.._.......-,...,N.),-; DIVISION OF CODE ENFORCEMENT4. • = rf�= AND ADMINISTRATION . • ;DEVARTME Ntr.tI,EEA E: r .. :•':•:::.2........40..:::.. . •'�:.. :.....aF:�i?K,i;'t:J:.. l�a !w .:t!-??v :z,F!SYe•.•%br,�._w4�.. t{�:�:�%�.3 srygci•+M•1JSti:c�Jt.' 't}•'': •;":•�i.+..7'Y'44J.= rJ:CFj:•.: -_ PP� SURVEY OF PROPERTY N EXCAVATION INSPECTION RrppIRE FOR SANITARY Y E OP�� 1®Y� ' AT GREENPORT HEALTHDEPARTMENT o tl.% TOWN OF SO UTHOLD 1 s ,f 0 0 ul SUFFOLK COUNTY, N. Y. i. !i; A - : r 1000-40-02-11 ,� '� so SCALE: 1'= 30' ON �' JULY 23, 2014 ��`90� ��% �I, ,�j�' SEPT. 16, 2014 (Proposed House) LANDWARD EDGE OF FRESHWATER WETLANDS GO*V. �`' `J �' •�J 1 Ay AS DETERMINED BY SUFFOLK ENVIRONMENTAL 59 9'10�� loo �� '; ,�k.('� C,r. :.• ._ , ... I AUG. 28th 2014. N66" . �' ��, �CI� "%;1 u1 SUFFoCOUNTY - - - . L COUP�TYI]EPAF:iMEmNa Oi: i-9EALTF!SERIfiCES �,, P�RI`�IT FOR APPROVAL ®F CONSTRW P \ Z GRADING.PLAN ON FOR A ® TEST HOLE > \I O SINGLE FAMILY RESIDENCE'ONLY0 • O • ' s 4 APPROVED )� 205 F.F. Q. 180. APE i ®AiE2 '�5 S H.S. RE.� �,/ oel �31 \ ` 1L8' A- ..� HEDpPAC1EwEL ifs' r ` \ 7.C>, •C tas' tE �000 ay. e APPROVED _--:- • �• " izSEM LE ,. / �Z � swam.�0O` i \61.0.10_0,a0. ^1 • MAXIMUM Or; P� GIs' n \ O =AC t EXPIRES THREE YEARS d ;L? Nos aanuw �c,� �z z�' I?d l D:4TE OI=A im. a' Pti)„`-��'t M�� o F F.E� ♦ c srssr • 4@�1A� -�C, FROM\ ,d \ opl !:��aoo aAuary s�mc r RAIN RUNOFF CONTAINMENT: �„ goo \ 63 13� \<QR E�OSIOIII !418 FT. 4.x 4 Fr. w PRECAST coNcRE>F 1IAa�a RINGS ' z /' SE®11�E111T C® ®� e�aio-u iu>7 +c G�OUPSE sNw�w caro !3'c�atNrl DWEWNG: 1,477 Sq. Ft. \\ p ®� Shall include but not be lirrlited t®, 1,477 x 0.17 x 1 = 252 Cu.Ft. • . \ , '- \\ A w:1N1AmaGEiniNtasipnEecnd C®nstruct�®n Entrance Provide 2 DWs. 8,0 x 3' Deep . , tifl/irBacked silt Fe Connected by Gutters & Leaders A 7. °0 l j \ Seen ncmg� stabilizatian& 1EST HALEDATAAPPROVAL OF STORMWATER MANAGEMENT n9 3 \ '��,.._,�� \\ gof expc3sedand � 'e0 �0 °��/orinactive soils, 0401CONTROL N : Code r 236 II o�� va- 7.2•� G i ioP cE \ N N ®RADAIOK 6iRollw strr caw a®ate: ��, 1.��.. L� �O v �, s�aRa vvO ARE •Appfove b 4=- o / NS .Z d, _/ \ Contact TOS Engineering at 765 1560RE® ,SILT �a :.i r ��\ ' Backfill, OR provide Engineer's Cer 6f?be.f®re tlOn 3 PA(F YEY SAND Mf7H Z ,i\\ that the drainage has been installHEAVY CRAWL SC AREA= 22, . SQ. FT' in . g z`\ ea c®de. 4' ►:a.:::::: S= WETZANDS FLAG o\ ww c ►ezswt, o\ � , d23' 4.9• = SP/KE 1p■ = MONUMENT \� ►aCa�IPSt SANDANY ALTERA710N OR ADDl7PON TO 7N/S SURVEY IS A NOLA770N • s _OF SEC770N 72090F THE NEW YORK STATE" EDUCA770N LAW. NcT ' X153 �r11 ��.t• �.; f -�µEXCEPT AS PER SEC71ON 7209—SUBDIVISION 2. ALL CER7IFICA710NS a'. ?P NDTE iY11�R r3�aELOWsuRFac�HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF QF ',r`y ; ,?SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR EpGE �' _ 'WHOSE SIGNATURE APPEARS HEREON. . ` ? • ` 4jt --'''1 i ELEVATIONS REFERENCED TO NAVD 88. A 10•� 4.0 V.V.G`,• � ,I {: ;=rte: ;•.:-1, r i / am familiar with the STANDARDS FOR APPROVAL o G C. y 4. £��, k':�=<,a , fi i. AND CONSTRUCTION OF SUBSURFACE SEWAGE 04r / '0 '.Q (;,�� Iw f DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES Virg: • - .09'10 ®AD N' y % ''' ''*4, !4'''''"`''•r' and will abide by the conditions set forth therein and on the E�' P 56�' g, ,.� �'�'C,.t , ti �N.Y.S LIC. /- ", permit to construct. C��R� - '` �� .1,,,rTCONtc.;; -MP -s, I?C. ��g, ,.•:,. ,'•,., ;-,•••(631) 65-5020 FAX (631) 765-1797 S \ =-4` iO BOX 909 The location of wells,cesspools & public water shown hereon are G�,•E 1' vPGP� SHEET - of 2 ',�` 230 TRAVELER STREET _ from field observations and or from data obtained from others. 14• ( _�`• SOU7HOLD, N.Y. 11971 14 OBL ria 1 1IAHf((T F FIFTH d"" FLOW Yi .. e.e. I Sr4.44.0 ea MK O CAST OM OAR .• 04.04 n a x -..”..i <;-..,:. MN C,,�' v.^c•"- r�.- 1•-*. U Q�^1 ••�70i09u:NAT 4411. ��. �.: fnv9•rm./AN Fc �. a.....c..' !?+l,�.i��i'.� V 1. V,'r �v"'�- -•y `s�Tr we •'t. e Z4=3C,>rv��; 1,_-=, ..._.. 0..4 0 8O n AT RA. AT4411 mi.., V Y Y y 9-' .-.K. a ficr,�,�;��,. S' 7vF07:m.Am rrt 0040•LIC MAR 'IX. SLOPE f „, o ...rte..5::-•_Y^'- '�'S�T >�`il 0 Q f7.07'4it v t: cat 1 4'VERTICAL r ,•;, V i ,t FACE �;`_'- ter`^- 5s` I<y I` E"'( 7--I r 017.0,0 rem • .at wt o4%O... f"O 1.: :,.^.1:5,-.,-.• r•' .:...41,1-1.,W1 -7:-.* :` -...*Ig,' e' '� �.-t °� i0a • BEDDING DETAIL PERSPECTIVE VIEW %n•:1`` '-.'�55� ' �y;;�;r"rr z '•+ ••IAA. FRENCH DRAW DETAIL F. cam•ARIO �•�� 4...,44 ,�,�„„ ANGLE FIRST STAKE TOWARD Qr= 06'MIMMUM 2x2 }= :�� V�j z' Y W �• dM PREVIOUSLY LAID BALE. II FENCE POST p W() /7) .< A wu n fTIRR*on-FIFTH -- ...,.. .....�... :.:.4r,::,�.....,. -' o�yJ A bA®l lfA A GAN MI 07Y NV ...a 7...n« FLOW ' WOVEN WARE FENCE 1 €; "GX U.77.t r'.fc GAN IN M ".A_rll-nl' — —�- .II ..-Fes/'%.` IcxC-10/7D WHO I. F=i a mOcc w 11 0v f,.c t�n = `I=1l 1111 rr �"�•>r------ 1.-- IX PIAN VFW W w W to0cm tom ti 7wn 0.f P.UV s_= FUER CLOTH Noo.oacoc ...AIR f NKR °n ._ �. '� fc: x I O zW to W r �,- fwi va NO.rz III;III •:OmmO 000 �� .T_.. SOAPCAt011 RAM Q Wil. ne•m” `..moi, Av-r II �.. �� . M1M +'s� ®__—_ BOUND HAY BALES EMBED FILTER CI-0111 -II -' ROAD I ��Y� PP Q HQ -- -.. r,��,®+_• - PLACED ON CONTOUR MIN.C INTO GROUND r_..,.:,......-.-. rt«f0 !. m ••'=—K � .'.": i'^.3�..' --_—� 'I ` I i �� k. rid .ma• R.. ..':^l -a_ 2RE-BARS:STEEL PICKETS OR 'I —1 1 la-Ir .,a,.=7-1.....A...0 W o 2 0u_ ill Z'[2'STAKES 1S t0T IN GROUND NOTE: Fes! 'ate DETNL I-pll DRIVE STAKES FLUSH WATH TOP OF MAXIMUM DRAINAGE AREA IX�S ZEIMa'o.. E.{ W (r. (L. _ • la RE HAY BALES. iR ACRE/100 LINEAR FEET h O W En T a.osz ANCHORING DETAIL - Q''MI a, rte-. -, , M- SECTION DETAIL 7-' P"I ...... STRAW BALE DIKE DETAILS TEMPORARY CONSTRUCTION ENTRANCE I-1, Trylol Scctkf{a fedinf P.al. GRASS mAu DETAIL ••••••44 --,•,••• SILT FENCE DETAILS . . STANDARD PRECAST CONCRETE CATCH BASIN 14 X4 — T1oIcdl IS MET TO m FLET N D 'oI) - 11 gid.... .. -ILM ��:.... .1111 S:�TP _ ' II.I • •21.007 F '.v r.:.w...... ` —L--"III am--`a ''''""� STORMWATER MANAGEMENT PLAN aID II:I _ \ XIII + III 1111-(ftI..w FOR PROPERT`f . # H rn�- -_. 1 A FwATypical Section @ Leaching Pool AT GREENP0RT aa oaScale.NTS , cri- TOWN OF SOUTHOLD , N .`f . SITE PLAN DATA: (To Include) 1 0 0 0—40-02-12 21 U '-� z NAME OF PROPERTY OWNER Uo r_.SUOPERTY ADDRESS Sept• 17, 201 4 ¢ o E SUFFOLK COUNTY TAX MAP NUMBER TOTAL SITE AREA/ACREAGE cam_ TOTAL AREA WITHIN CLEARING LIMITS CD o LOCATION OF ALL PRIVATE WELLS WITHIN 100' c� TEST HOLE LOCATION I. APPFtO01Al OF ST®' V9lATER1IAANAGEMENTGNI - CONTROL L. 7 N Code •ter 6 c� w STORMWATER DRAINAGE �i �� cd CALCULATIONS: (To Include) - Date: / ` i ib II/�,�' , �r /e.L I o Apprw'd TOTAL AREA OF ALL IMPERVIOUS SURFACES: ROOF AREA PATIO AREA AREA ♦O,pFau•0A1,5 DRIVEWAY en N •'�•��t1Nt Ffy�o,.: ALL OTHER IMPERVIOUS AREAS ! ;.� 11 - W STORMWATER CALCULATIONS FOR A 2"RAINFALL (� N DESIGN ELEMENTS TO INCLUDE:SIZE&DEPTH OF 42> \�"rio csO~♦•f U LEACHING POOLS,DRAINAGE PIPE SIZING&TOTAL SHEET 2 o f 2 '• ° ♦♦ W %,ylnos P w O CAPACITY. (Provide Site Plan Number System for all Drainage Structures) ,,AAA,Axx..F,F' W ter_ .I r..... ..0 y\ kr EXCAVATION INSPECTION ��ID vPCPN�� 1004 ��G - SURVEY OF PROPERTY N ! FOR SANITARY S`STE C ,001 HEALTH DEPARTMENT 63 ® A T GREENPORT �`� %xi TOWN OF SQUTHOLD 1 �' 11 A� ?Cit,-.1f AA�° �, SUFFOLK COUNTY, N. Y. ei V' 1000-40-02-11 ��A4,,1 �`,' ,2 SCALE: 19= 30' - c-\ * ,�, ® JULY 23, 2014 �cy i i ° „- �-�®' �,� 7 ,' % SEPT. 16, 2014 (Proposed House) Pyo (--‘c--).-9� .9 � 13‘-c° a LANDWARD EDGE OF FRESHWATER WETLANDS G�9' e ti ,J1 `'.\h")-2� AS DETERMINED BY SUFFOLK ENVIRONMENTAL �� .g'1� 4000 \--I, ,nom �,, o e AUG 28th 2014. �66 ��` �� , %� SUFFOLK _ ; diC COUNTY®EPAF;Th9EdV a OF HEALTH�ERViCES ' � 12 r�`J ///�wcPs (� ' PERMIT F®R.4k�PR®VAL OF CONSTRUCTION �' \\� r'/ Z GRA®iNrs PLe,N O}+� FOR �� TEST HOLE SINGLE FAMILY RESIDENCE ONLY • ® O • 4 APPROVED 20 5 F.F. a. 1:[C PVE ' "� � \ Its' 'e i \ .. farrshita GRADE a. 11.a' i �/��- far /, sew -' -e' �o oc APPROVED i - - 4111, . � _ \ fig TRW a1~ ar erourAcKwarl \ _-mss ' ,v�� 26 3 4��. \ rod 1A}�1P�UId 0 ,s-_ N dF ,; G�i. p. ..... I SaDt;00 O \ �'��-� • E FIRES THREE(EARS �`� ” �� s ` s., ;3•`' • GROUND WATER a.z3° ----_-- RD��®ATS OFAF e -c-s:;\--)ii: PNS `A N E` PROPOSED SUM srs�el_ RAIN RUNOFF CONTAINMENT: _ _ __.__. . __.- 'god FR° '0��n o F F 3 �3�' \\<e�`OP, O 0.71.000 GALLON SEDITC[3)a °Mx . HIGHT PRECAST 0av 1E LEACHING RINGS Z \ -I 0p. 26' / BAGKFLL UA7F74AL COURSE SAND AP GRAVEL (3'COLLAR) DWELLING: 1.477 Sq. Ft. o \\ i AAd Q • • 1,477 x 0.17 x 1 = 252 Cu.Ft. \ s'Is Provide 2 DWs. 8'0 x 3' Deep _ ��_ \ Connected by Gutters & Leaders \\ TEST HOLE DATA 49- \ - \ ucDONALD GE0s�GYEYCE 7 i- .``\ \ 04/01/05 •-••• O EP (oPSc\�E 1 \\ N a. 7.2' �O 1 0?•5 1 \ N 1 DARK BRogN srLTY LOAM a - ,` i \ h mG\ •~'- O. BROW SILT ML �1 Z °2\\ i -' 3' PALE CLAYEY SAND WIN AREA= 22,237 �7Q0 F?: 7, z\ . HEAVY CRAM SC \ / 4' BROMnr PurE COARSE SAND = WETLANDS FLAG NI>H HEAVY GRAVEL SW 1 \ �°\ �' EL 23' �9' • = SPIKE 7D \ ‘..-- • ''' '. .. '- °' WATER 1N dROMN FMIE 70 COARSE SAND • = MONUMENT METH HEAVY GRAM SW ANY ALTERA710N OR ADDITION TO THIS SURVEY IS A VIOLATION _ _ O _ OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. it x,,153 ' $1{..-- �, ,»� EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS O. P b.401 ` NO *D�BEtow SURFACE HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF Of ?•- • : ':. .�� +� SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR OS '' ,7 t•:.-„-: .. ` \ WHOSE SIGNATURE APPEARS HEREON. • '" �4 4,,L1 \--t-, ‘`:° i • ELEVATIONS REFERENCED TO NAVD 88. W \ � f Q I am familiar with the STANDARDS FOR APPROVAL , o° C. C. •`° `4`4`'. 1' AND CONSTRUCTION OF SUBSURFACE SEWAGE W `� °� t; DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES 14 6' ep9'10 0 and will abide bythe conditions set forth therein and on the E`' p\j� 56 ° g® ,,s � �' ' �'.,1 �""N Y.5 LIC. NO. 49618 r permit to construct. ? Q1� C�"�R' -,,,.47 ,a w"�,® ‘-• J,:y`Y63'65-502 V FAX (631) 765-1797 The location of wells,cess ools & public water shown hereon are 0. H1 \"S ' =` - . eox 9os P P X-- . P SHEET EE T '. of t d 1230 TRAVELER STREET from field observations and or from data obtained from others. NA- wPC ;`� ' SOUTHOLD, N.Y. 11971 ��-0�0 r_P I , S.C.T.M. NO. DISTRICT: 1000 SECTION: 40 BLOCK: 2 LOT(S): 11 A C L 17---- p W W W W W =1 ' FRESHWATER WETLANDS` 1111 '" AS DETERMINED BY' * WW WSUFFOLK ENVIRONMENTAL CONSULTING INC. W JUL 20 �5 L./ • ON AUG. 28, 2014. W W W / W W W W W W W iiii W W 'Y W W W W W LW W W W4 I JL;/i.i IC';r ill',i �' s11Ui if jot CL S.9 HOMESTEAD WAY 7'7 o. 109.90 N66•09'10"E 110.00' ACTUAL IRON PIN PIPE EL 8.0410.0' 0 EL 7.2 0. MI tli Ur . ,.. . . / .; ,..,‘-' . . ,... c.,1 , . . ,, V , i z ,i' c j 0 s''' �t� /i� Z 60-64--- ' \ , .,."13.7•r 20.5' 0 49.3' :;:':26.3'x,•.i::^r4..,;;I irr, LAND N/F ••�® LAND N/F ••••FOUNDATION';;:::';;;:y:;";,%% . ` JOYCE ORRIGO i a, r/o OF ... LOCATION TF=14.5 *".,..::"'''4.:. :y,, CRAID & MARINA BLEIFER h 0/' 26.3' ,. :• /, 0 N. to Z N 1s 1A A EL 15.3 EL 14.6 - 866'09'10"W 110.00' NORTH ROAD C.R. 48 FOUNDATION LOC. 07-14-15 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 22,237 S.F. or 0.51 ACRES ELEVATION DATUM: NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA TION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARAN TEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF:DESCRIBED CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF: FILED: SITUATED AT:GREENPORT TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK4441 He /1 Professional Land Surveying and Design + P.O. Box 153 Aquebogue, New York 11931 FILE # 15—106 SCALE: 1"=30' DATE:JUNE 18, 2015 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. USC NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. ifoychuk / X73 � / S,C.''.M. N0. DISTRICT: 1000 SECTION: 40 BLOCK: 2 LOT(S): 11 A! #R 10- 15-0002 ' FRESHWATER WETLANDS` * AS DETERMINED BY' * W W w SUFFOLK ENVIRONMENTAL CONSULTING * ON AUG. 28, 2014. W W W W W W I W Zs. J W W CL 5.9 HOMESTEAD oo WAY I a 7.7 (109.90')r IRON PIN s______---- ,, PIPE Ng6 r 9'10"E 110.00 AcruAL W 410.0' .1 EL 8.0 0 EL 7.2 0. MI 0 L cii eo O cq , ,�' iv 0 • 0 ,... ff�' ci w til M 1-3 ,' c x X1ci 1' 1' o la EL 8.0 y z u EL 13.2 ELI 12.5 R66(6w.•�/1;'!3•7';• �10.5'— /' •.RCM / r:•• M.... ' ;Lure nl:;i' 49.3' ......i 26:3'••••:.;,,;y..::::;::• �,,:; W• LAND N/F 41' 51'29 39' iisii;i''r,'; a,`,'' :•':.;°i;:• .;.. OF LAND N/F " ' ' '"'•' ' JOYCE ORRIGO OF o,•::;;,.;.r.s rRM..''>,,••.,...;:,;�,, CRAM & MARINA BLEIFER �i",' ., DWELLING .::.:I;'.::•:i:'` n'•:: :::::FFL EL 16.1: ,~•. 0 33, 22' :;,i.:i•.,•,•:•;',•-*:...'::' ,.;.; ':�y'?;..'i:.'26.3'::';;:`•;:,:,'_'i.:•;; ? E 13.2 n t3.7• CZ tE WOOD (.,•,,, .55 STOOP EL 13.0 A • 2.8'x9' .\ N Z 1,000 GAL. S.T. 31' 0 (3) 8'DIA x 4' DEEP L.P. - 0 ‘e( ' !i . • tti ii'[T1 X U ,; 1 X ®ILS cJ 1? 1:9 g qa9 �y aA i� / ! 0 g J ,ie EL 15.3 14-LLf L::.1- "Cr a- t i3,' ' y EL 14.6 STK. `.i 1'" f; eg0 9 v' ' " 110.00' V. '< q• 4 5 STK. S86�09 10 J 1 -L. N ' fa, F'.,. W 7 ,, .e RAD 48 em ...e gay 0 NORTH O C.R. ..�Lrytll® 1fl in 4 � !CJ 6 16" &''' 1.j 9 Nl ® itz %Salt FINAL SURVEY 03-29-16 FOUNDATION LOC. 07-14-15 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 0' LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS 1 AND OR DATA OBTAINED FROM OTHERS. AREA: 22,237 S.F. or 0.51 ACRES ELEVATION DATUM: NAVD88 C 1 UNAUTHORIZED AL TERA TION OR ADDI TION TO THIS SURVEY IS A VIOLA 770N OF SEC770N 7209 OF THE NEW YORK STATE EDUCA TION LAW. COPIES OF THIS SURVEY �: ' ° ,MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICA TED HEREON SHALL RUN Ur -ONL Y TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION L• - _LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS TI TU 770N, GUARANTEES ARE NOT TRANSFERABLE. M THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE ' =NOT IN TENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY r SURVEY OF:DESCRIBED CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF: FILED: J SITUATED AT:GREENPORT TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design ig..14/ __. P.O. Box 153 Aquebogue, New York 11931 ' PHONE (631)298-1588 FAX (631) 298-1588 FILE # 15-106 SCALE: 1 =30' DATE:JUNE 18, 2015 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk REScheck Software Version 40600 Compliance Certificate Project PROPOSED 2 STORY DWELLING W/1 CAR GARAGE & FRONT COVERED PORCH Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York \s-rERED Construction Type: Single-family �� vEL N•k R0 Project Type: New Construction Q,�� Conditioned Floor Area: 0 ft2 �t �.+.li Glazing Area 8% w /t t\-4, C' Climate Zone: 4 (5750 HDD) i ,a % ''` Permit Date: N\ o Permit Number: g Fc 4s5 �� Construction Site: Owner/Agent: Designer/Cont?actor:_ 12 HOMESTEAD WAY PAUL DAVEY EMMANUEL TEHN-ADDY r GREENPORT, NY 11944 SLIGO CONSTRUCTION TEHN DESIGN GROUP LLC 1145 BAY HAVEN LANE 125 E.SUNRISE HWY SOUTHOLD, NY 11971 UNDENHURST, NY 11797 omplianceR=Passes'usingl 'trade-o h ti Compliance: 18.3%Better Than Code Maximum UA• 377 Your UA: 308 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies r x Gloss'Area s' 'Glazing Caui Y. Cont { Assembly or or Door-e. UtL. ". R-Value R Value • P • � • �. erimeter • U-�Factor � r Ceiling 1:Flat Ceiling or Scissor Truss 1,084 38.0 0.0 0.030 32 Skylight 1:Wood Frame:Double Pane with Low-E 6 0.390 2 Ceiling 2:Cathedral Ceiling 210 30.0 0.0 0.034 7 Wall 1:Wood Frame, 16"o.c. 2,296 13.0 0.0 0.082 171 Window 1:Wood Frame:Double Pane with Low-E 172 0.290 50 Door 1:Solid 16 0.476 8 Door 2:Glass 24 0.320 8 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,256 30.0 10.0 0.024 30 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.0 - -d to comply with the mandatory requirements listed in the REScheck Inspection Checklist._ / � , Name-Title Signature Date Project Title: PROPOSED 2 STORY DWELLING W/1 CAR GARAGE & FRONT COVERED PORCH Report date: 09/30/14 Data filename: M:\DAVEY-14-083\12 HOMESTEAD.rck Page 1 of 1 SLIGO-1 OP ID:TL 4(nONRI CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DO/YYYY) `--�� 10/24/2014 • THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTNAME:ACT Timothy B.Derham Inter Insurance Agency PHONE FAX 380 North Broadway,Suite 400 talc,No.Ext):516-352-7500 INC,No):516-437-0435 Jericho,NY 11753 ADDRESS:tderham@interinsurance.com Timothy B.Derham INSURER(S)AFFORDING COVERAGE MAIC B INSURER A:KINGSTONE INSURANCE INSURED Sligo Construction,Corp. INSURER B: Paul Davey 145 Bay Haven Lane INSURER C Southold,NY 11971 INSURERD: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL$1 POLICY NUMBER (MM/IDDY/EFF (MM/DOY�) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A COMMERCIAL GENERAL LIABILITY CP5012606 06/20/2014 06120/2015 DREAMMISES(AGE TO Ea RENTED ccurrence) $ 50,000 Po CLAIMS-MADE X OCCUR MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMITAPPLIES PER. PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY gig Ti LOC $ AUTOMOBILE LIABILITY COMBINEDISINGLE LIMIT $ 500,000 A ANY AUTO BA8016610 06/16/2014 06/16/2015 BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY Per acadenl $ AUTOS _ AUTOS ( ) NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS JPER ACCIDENT) $ $ UMBRELLA LIAR _ OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITYY/N TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) El.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) The Town of Southold is listed as certificate holder CERTIFICATE HOLDER CANCELLATION I 'I TOWNSOH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN Jr SOUTHOLD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 54375 ROUTE 25 SOUTHOLD,NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION."AII'rightslrest rved. ae.nnn ne MI., YL. •nnnn ...r I-------�_��a-�J -1,...[wnAnn . .;.`,-,'s. v.'.a;fr s}'t i`f •?tea, �;''?'• `'?,'?,n. , .�7,"...' :'YD .j4',5:i, rfi `"1 f y. .iF" 4�'iy`�t t� .47,F- •/F:. f tti}Yh r' ,ayA•Iff.,,..q,i•.1�`+' .7•. ! f , Y1, ' A'f. ,: :1 ... , Y r t.A Fg \, <.V ,�L 4' W � 1 r, �a,'tt�» r, `� tt'7%,,,,, \�!Y + •i t ,1 `u'e ;.ff }"i tfA;f� cu� i, its` t \e tr4 �• f' '+�i. �,� �y..; �/ ,ff d3 ✓ ��Mo`Sf// '�SP CS ty�,,t �'�; `yt ff b 3i `':'' �\ :•�',. 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Q..0k6st'i '�Y/ ,p-al ' y2, \ T/fit{ „ ,,c. \�\V �' e .\.m,,, . I's'�,, `r//y, .. ,1%i . s,e:,., ' .„,,I, .\ 44„,,,,....„..,,_.,,,,,_,„,, m'.'F ; til. is .df 1'•tet \\ `'sem. \ \ g �''} \� XE °!, rl/ `d^fet- 4 \��ice`- --- ` <'+:`� -�' bit i I dtfdllA`� '.r'� S' lits'dSd b1y /Ff+.`` �/ v•s //v 5..;. 5r. Si* z -`�`='�;% ,t41• -Pit----{ � Suffolk County Executive's Office of Consumer Affairs f ▪ `-_- > j �, sr µ` ``0. = `.- VETERANS MEMORIAL HIGHWAY * HAUPPAUGE NEW YORK 11788 - ' � liV▪/ DATE ISSUED: x/22/2001 No. 29373-I3 %%``a„r• c s=2: SUFFOLK COUNTY �., Home Improvement Contractor License . �_`,_ rF<`-__ ,• ~ ''tel ;rr�'�L? • '---`-Asti';' ss �• :' This is to certify that PAUL DAVEY . .> {-. te- 'r ` '%1 doing business as SLIGO CO 4STRUCTJLON CORP „` '.la g ,.at` .` having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules ± .t • ` and regulations of the County of Suffolk, State of New York i:; hereby licensed to conduct business as a HOME B :=•'%,< IMPROVEMENT CONTRACTOR, ;n the County of Suiffolk. .-2,.....x,,,,,,.*y %1. Additional Businesses } ,, : . Mi'. :_ ;V `; ”-r'ms=s 1.--4-....,--,t " < . NOT VALID WITHOUT • `_ Pti } �i F ..:A--.,..,,,--,....,:'= DEPARTMENTAL SEAL, A 7 %� ANDA CURRENT ) (� `f p r,4 - CONSUMER AFFAIRS CRA/1244, , .. 1-1-5 ID CARD `),'4-A 4 '' Director `` 'w' r •. ' tti C -4 ,,- .' �f• 14i e �tETT ,- - 5W • ; �yyL Alike(( "� �^ 'r% t •i�' a �L. \ J' y �t!i' t ^+I � .y4.iS•L ; ��y �t \ �% T2�. C � nEfx •-. ::,.:µg.w*yV/ ri ,,,C*Pi ,Aa' : 4. ,' ,i'`,.q'• 'yN 'yJ,J ilii , }`'6",/ �y9 tUtPnitf� � S4,31,04., ,, fki , kt04j dNx,4�. 'f,i,.ei "*!=- -.:od�0� V 4J Ogb�Yt 4,ItVl �V R,A��: W Wi4 � ic ' . 41 dP AUNT' / r "VP,/iS S iMJv4 � s� t4Y : o'-‘4%,..,4 WdM' �, d6S%-a !FrfE40,' 4W� ,k,, { 0tFAv ��4 '� "...,\,✓ '4.t4 . ihJ � , • %V4 :A'" lSU.44. dy•+ V4-'4a .•�r�.`. r•.'V,�roo��i" d,•' ,.4 4 rAdR-1,.4 f .8W.,".? fJr "b+p .`r1e'4 'f tf'1'41,V /} '� �t � -,.. �. l' ib . l f. t �f �{ \�\ F. .a , � f ?;t,` fT8t A4' t? . n; 1. .: •y ` ..�,r.:..t_''. y.a #',� "¢ 4A. _. , , .;✓ 1t',o ,:Lv'� OF it''' Mh A °o \' r� _ , 4 . ., VYSIF, New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone.(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAA^ 582445685 SLIGO CONSTRUCTION CORP 1145 BAY HAVEN LANE SOUTHOLD NY 11971 POLICYHOLDER CERTIFICATE HOLDER SLIGO CONSTRUCTION CORP TOWN OF SOUTHOLD 1145 BAY HAVEN LANE 54375 ROUTE 25 SOUTHOLD NY 11971 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11353 733-7 441154 04/15/2014 TO 04/15/2015 10/24/2014 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.1353 733-7 UNTIL 04/15/2015, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 04/15/2015 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PAUL DAVEY PRESIDENT AND LISA DAVEY VICE PRESIDENT OF SLIGO CONSTRUCTION CORP (A TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER: 1057152207 U-26.3 ■■ ■!ift�..3mmmE"t ESN■ . A■I■II■■O ■ ■r MR ■■■ ■ ■■® UME ■M■■■■■■■■■■■ MI ■■■ ■ ■MM ■ IIMMIIMEMUMMERMIMMMMEMMMOMUMM ■■ ■EMEM■■■■■ ■ ■■■ ■■■■■■ ■i 1.� ■■■■f■■■■■■■■■■■■ ■■ ■■■■■■ ■■■ME■ ■■■M■■■ ■■■■■■■ ■ ■■■■■ ■■■■■■ ■■■■■■■ ■■■■■■■■ ■E ■ ■■■■■■■■■■■■■■i■■■■■■■ ■ ■E■ ■ ■ ■■■■■■■■■■■■M■■■■■■■■■■ ■■ ■ 1111111111111111111111111111 ■■ ■■■■■ EM■ ' ■■■■ ■Rn 4 S■■ ■■ ■■■■E tp■ '■■■■■ ■I E■■ Xi EMEMMUMMJIMEMMEMEMMEMMEMMEM ■■ ■■■i'ii■i. ■M■■■■ ■■■■■■ i■141111=1191211111111111 i■■■■■ ■■■■■■■ ■I ■■■■■■■U•UI ■ Ir ■■■■■■■■ ■ ■ ■■■■■■■■■■i m■® ■■■■■■smmag i■ ■ Ammo ■mii■■ mm ■■■■■■■■■■ g ■ smommommow, MI ■■■■■■■■■■■'� ■�� ■ !iy �!��i3ra EiiE ■■■1 ■■■■■■■■■■■1�■i .!■ ■ NiHO■■■ ■■■1■■■■u■■■■■■u. '- ■ u■■■■■■■LJ■■■ ■I ■■ .NEi"�■■EEi�■■■i■■■■■■■■■■■ M ! ■■ 'i■I■■■■■■■L■■■■■■■■■■■■■■■ I■SM■■■■■■■■■■■EM■■ ■■■■■■■■■■■■ li■i ■■■■■■■■■■■■i� ■■ ■■■■■■■ ■■■■ •,■I■■■■t*■• -i■ELEK ■■■ ■■■ :■■■■■■■ ■ impa■■■si■■■■m■ ■■■mummo■■■■t■ m ■ i■i rimes ii■■■i■■■■■■■■■■ ■ ■■ ■■■■ ■fl ■■■ ■■ ■■■■■■■■■■■ ■■■■■= misam■ u■■■■■■■■■■■■■■m t■■■■ mQ, �_��LzziE!J ■ ■i■■■■■■■■■a' ■■■ ■ ■i■■■■■■■ ■rn ■■a U■■■■■■■■■ ■■■■■■■■■■■■■1 ■_I_MEM■O v U■■■■■■■ ■■■■■■■■■■■■ um■■■■■mu■■■■■■Em mummummommammommommummal ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■'■■■■■■■■■■■■■■ ■■■■■■■■■■■■■m■■■■■■■■■■■■■■■■■ ■■■■■■■■■ ■■ a■m■■■■I■■■■■■■■■■■■ NOTE: 1 i NOTE 7 NOTE NOTE NOTE NOTE TO THE BEST OF MY KNOWLEDGE,BELIEF AND i EXTEND CHIMNEY NOTE: PROFESSIONAL. JUDGEMENT,THESE PLANS AND/ G THE PROPOSED [)WELLING HAS BEEN ICE SHIELD TO EXTEND FROM � ALL LUMBER THAT COMES IN CONTACT WITH OR SPECIFICATIONS ARE IN COMPLIANCE WITH DESIGNED TO BE IN CONFORMANCE WITH THE ROOF EDGE TOA MIN. OF 24" THE HEATING,DHW AND AIR CONDITONING CONCRETE SHALL BE A.G.Q. LUMBER. HEIGHT AS NOTED ON PLANS THIS PROJECT SHALL COMPLY WITH THE i INSIDE OF EXTERIOR HALL LINE i SYSTEMS MUST MEET OR EXCEED THE MECHANICAL CODE OF NY.STATE, THE 2010 ENERGY CONSERVATION CONSTRUCTION CODE. 2010 RESIDENTIAL CODE OF NEW YORK. r ; SPECIFICATIONS GALLED OUT ON THE ENERGY „ ,/,/.///////.//,.,7//////////////,././//////////,///////4 //I//Y7////l//////l//l/i///////�/l/1////l/////////� STAR COMPLIANCE CERTIFICATE. /////////////r////////// //////7/////I/////////// //////dCHAPTERS 12 THROUGH 24. • -//////////V/////NlAWArA1.OMOS////JDY////A//////Y//////Y////Y///////• 7//7/////////////////z////,/7/L////iiir,/ii127i//////,//////,//iii///////,1 THE PLUMBING CODE OF NY. STATE, CHAPTERS 25 THROUGH 32. THE ELECTRICAL CODE OF NY. STATE, -� * '! ,r CHAPTERS 33 THROUGH 42. ROOF OVER ROOF 2"x8" RIDGE 4 - 4 CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT cv _-- _ J N \ RIDGE HEIGHT ,� CONTINUOUS RIDGE VENT 2"x 8"ROOF RAFTERS 0 16'O.G. 1/2'' PLYWOOD SHEATHING --' - \ — #15 FELT PROVIDE ICE SHIELD \ ASPHALT �ri��► ASPHALT -- -- _ SHINGIJ=S �/�1■1111■\. 12 8 SHINGLES — `►..�iIIII 1411(1111. ASPHALT SHINGLES(AS SELECTED BY OWNER) 12 //■ 11■■I■is ■■■■1■U■�� .� 8 .■j111�■1■■1 �J■1■111■■■1�. i■■■ ■1. v ��■■1■■■■1■■1■<i�1■�1■A■■1■■I■1► ICE SHIELD ---- /�1■!� 111... ./111■■■1■11101■■1■1■1■■■AIII■■■1■1►. --r- - 1■II//' 111►.� .4111■■11■111■■11■111■■1111►1■■11■111■■\.. — I1 11■'!='41 ■■1 .. ./11■■■■1■11■��■!■!!'■!1!911��l1!!�!■\■1■■1■■■■1■■1► -1 111 ■■��`=J/.A■ 1■1■1�� ROMU 1■■■l1■1Naiiianiiiiii i111iiONM■■■1■111SP- GLC. HT � 1111 1■111L�i11■�1101■� 711■■11■11`►E■11■111■■11■111■■1 MOMM ■ - - - GLC. HT ■�■�11■ ■1■11■■■■1■■1 ■■■IrMII■■■■I■ I■■■■■1111■■■■M■�ni■■■1■11■■\■1■11■■■■1■11■■■■1■11■■■�i11111■■■■�■�11■ 1111■■ -� - 111114.11-1111.1.10-119111-111111111IMPB11■1■11�■■1■11�■■�■1■1■■■1■1■1 IIIA x.1101■■1■1■101■■1■1■1■■■1■1 1■■■1■1■1■■��1■� WIN HT ': �� WIN HT . - 111 ■ ■11■r -- '�11■111■■11■1r_- - ---- n� - \ , Oluia 1111 ■ ■1■n■I �� = !1■■1■■■ 1111■1 = II. 91 ^ _ ,"\1■ ■■an 11■■■1■1■1■■■1 = 1 i' `. - /' `� J1I1 111 ■ ■11111 r- = ■11■111■■11■11 - MEM ■� I - •• • ■■ ■1■11■01■■I k= ••• n 1111111111111 —= ■■1■ • / Ira rcr . , , .c, ROOF OVER ROOF pIpUUu II 2..x S, RIDGE �� _ U =101■ 1 1 ■■1 Ma U- ■MN , zi? z,Ft=AtNZvi CONTINUOUS RIDGE VENT ■-■■.� -�■■■��--.�-- 111 ■ ■111♦ -�-.�� .� ->11■1a11l1l1111■1L.-�.-.�... ------ 1111 - ■ ■ ■ w■ w ■ ■ • ■ - w _w _ w -t 2"x 8" ROOF RAFTERS 0 Ib" 0.C. j' I/2” PLYWOOD SHEATHING ■ ►. 12 m ASPHALT -- --ICE SHIELD ', 410_ Stijl �6 —ICE SHIELD SASPHALT FIN FLOOR #IS FELT - �./ 11 ■111■■ 1■1 _ - \ -''r SHINGLES_ - FIN FLOOR \ -� N 5HIN61J=5 VfPtYL WING GLS. HT p � ---- GAG. HT PROVIDE ICE SHIELD �`� 11 ■■11111 1■■11■1C1 ■11 ( N ■■11111■■■■11111■■■■1■■1■l�■■1■11■■■■1 1 _ WIN HT d WIN HT ASPHALT SHINGLES (AS SELECTED BY OWNER) 11101■■1■11101■■1■111111111111\1101■■1■111 1111 - ■■1 11 I : g a■■I■1__I - - - ( - -'�- ■■11■1GA■CEDAR IMPRESSIONS 1I■11■111■■ ■■■� _ r ��■1■ 1U1 ' _ _■■lu■■l■ILL \��\\ I ■■1■11■l, ■1■11■■■■1■■1■■rI1■11■■■■1 1■1 rdh Hamm 1 iMMUMO■ \ 1 SEAL 111■■■11\1101■■1■111■■■111111011111.111 111■1 - L 1■■1■11 I 1 1111111111111111 ' ■■■■111!1■11■111■■1I,1�1111111.■11■111■■ ■■ B 1 e ■■1■■■■■ _ -- — 1■It1■IIII■1■I■ Q cGREO ARC M ENVIII l■MMIlit 1111 11101■■■ 1 _ .■ " = 1■■■1■■N 11.1 I J��N.K. TFy�j�`MEIN111■■ -ism- L — - sumem i - NM =�=— 36" RAILINGi w � O� 11111_- 1 / 11 1 1 1 1 1 -' VINYL 51DING ill _. o III 1I I 1111 1f l111111 1 1 1 T1 1 1 1 I I I I I I I 1 1 1 FI FOOI-c ELEV. 13.0 -. 111 ■ 1 - 1 FIN FLOOR® ELEV. 13\ -N- \�,��r0 �C -- II II I ti ■1 1 - - 111 ■ ► �' _ •♦♦♦ ♦ ♦ ♦♦ ♦♦♦♦♦♦ ♦♦' •♦♦ ♦♦ ♦ ♦♦ ■1■ 11 - - 1111 •■1 ♦� ♦♦♦♦♦ ♦♦�O♦♦ �♦♦ ♦��♦�♦�♦�♦♦♦♦♦♦> ♦♦♦♦ ♦♦��i♦Oi♦♦ �, ■S1 - � 111 ■ ►♦♦i • ♦moi,- ♦O♦i 44♦ii♦ ♦ice•♦�♦ 8 ♦♦i♦i♦♦ i ;; I 1111 ■1 ►�� _ LATTICE wORK. ♦ LATTICE WORK. LATTICE WORK.♦♦ 't C=iRAt71_ BILGO DOORI .1 _ ♦ IIIIII'Illllllli ming nal _ \AVG. GRADE ® 8.45\ • SI.. 0 % • a .�, BILGO DOOR • I I I I I I I I I I I I I I I I I I I I _ • c ' , 1 1 1 I I 1 1 1 1 1 1 I I 1 I I I I I 1 1 1 I 1 I I I I I I I I I I 14 I I I I I I I Q I I 1 I I I I 1 1 1 1 1 I I m L I I I I J. mILI L _____Tir -I r 8" X 16" FTS. -I 1---——I ,- I-I r ---- 7 r---, -1 r -I r 7 r 1 n---� L 1 S X ,16 FTG. 1 J I L 1 1 L L 1 -11___J L 1 JL — \ L J 4" x 4"POST ANCI I)RED ON NOTE to"� SONO TUBE BEL 'H GRADE ff I�O�ITLYTIO�1 , NOTE — AND 4"-b"ABOVE RADE % ICE SHIELD TO EXTEND FROM 'n -y--- >. ALL LUMBER THAT COMES IN CONTACT WITH r ROOF EDGE TO A MIN. OF 24" I/4"= I'- 0" v 1/4"- I'- O" CONCRETE SHALL BE A.G.Q. LUMBER. Q i INSIDE OF EXTERIOR HALL LINE ,.,7,,,,,,,,,,,,,,,,,,,,,,77,,,,,,,,,,,,„,„,/,,,,„„., .l/////////////l////////J/,,,,,,,,//////////////r/1 111€i O/,�,,,,,,,/i;,,,��,./,,77,7, ,,,',,,,,,,��,�,//ri��,„„., (!,, - - We'', k.) �� C ,1� DATE:` �3 I'j B.P. ,PR('C? _n.. I- CONTINUOUS RIDGE VENT _ _ __,� CONTINUOUS RIDGE VE r :cAl\u/.. 1,41' •.-rr�.' 1 �L - . y° - — _ := �i H =R1=KATE f l -.� �UI�L a . r T �T �_ 76.:� 1 F C? 3,<�,"�1 i°:� G; l!i i ii T r?F Ll 12 12 _ m V C — 6 6 V CONTINUOUS RIDGE VEF 1. f=�;iJl"'U!;'i! 141 1 T'/+'C �,i Ql'i [_D (� (y Lyi `ASPHALT _ FUi� POU^FD Cfi�f:CRL=TE 111 \�\I,,SHINGLf:S -- r '— 2. �4�.!��l - F �ti.li;�la & i.Ul�✓IB!��tii ll-- ` • ICE SHIELD ICE SHIELD pRP:14 OT PROCEED1�l1THAY 3. INSI.LOTION Q --�,1� FVUNDATION OCATION 4. FINAL - CONSTRUCTION MU Tof Fo S mHASBEEN APPROVED. BE COMPLETE FM C.O. ILIALL CG�ISTRUCIf0^J S! r,LL MEET TH = OtREQUIREMENTOTHEOESOFNEW\ CLC. HT YORK STATE. NOT RESPONSIBLE FORILI} WIN FIT -� -0�`- -�=o* DESIGN OR CONSTRUCTION ERRORS. 1O '�-VINYL SIDING VINYL SIDING - d' ifl COI;FL . I-i l 1 r��r �� ;ODES Os_ �, a- : e TOWN COC'ES } Z /-.�° NE_WYORKSTAiL. & }CONTINUOUS RIDGE VENT — CONTINUOUS RDGE VENT AS REQUIRED ANI'■ CONDITIONS OF u-- f) z N �6 —I Z— 12 a/ SGU?u0 D TO'��`?�Z5A Me�`�e� I_- 01 0 Fi zw \ \ FIN FLOOR J V ICE SHIELD- a S U IH�;�LC` I'��'�Pv�i.f,Nnii��r"'a`��+�D 1 ILI� Z N Z GLC. HT 4r;,r,Tr- ,i 2 11^i ES Q !11 al W - ---- VINYL SIDING - 11ND_ " ��0" -0f- ___/... � - ,... .✓�____.. PS.Y.S.r v^ z 0 n a " �9, VINYL SIDING - \ WIN HT 0 I / - --1 OPEN )/`/,C/i i PLUMBER CERTIFICATION K ? 'ORGI-- • •• 1 ON LEAD CONTENT BEFORE Q • 0• 1 ,A 36” RAILING - CERTIFICATEOF OCCUPANCY nD O 36” RAILING DER USED iN WATEA AC z ° d- . , S SOLDER +C�N�VOT O O i_ 41_ 11i ^ " EXCEED2/y00"=��: tEAD. o ii - 'n FI FLOOR ELEV. 13 I • "' O ♦ I•44P1‘ ♦♦ ♦ ♦ ♦♦ t, • � FLASHING �' � � ��8�� 1�� Q Z V N Et i �♦ KLATTIGE WOP:�♦'� •♦• � - v' �" ' �T ► O": 6 V�� ♦♦ ♦ ♦♦♦ IIIUIIIIIIINIIIIIlI ♦ ♦ ♦♦♦♦♦♦� 11111111111111111119 VlHllllillllllllll ♦♦♦♦ 'I- AVG GRADE © 0.4F !- ♦ ,♦ � ,::♦�♦ ♦tom♦ X IIIIIIIIIIIIIIIIIIIII ♦�� 1 441'. <RADF rRA17F BILGO DOOR 0..• ..• GRAPF PLUMBING O v Ll LL----------------------------------------------------------------------------------------------- [I PUI-ILlITEO • 4"x4" POST ANCHORED ON10"o SONO TUBE BELOW GRADE '"r'"I; !=;f.?r?nor,r..ri�11��1s�'.fiiL a:E»�:i:�+".r. �'� DWG NO 161�IT 9117E ELEVATION AND 4"-b" ABOVE GRADE 1. T SIDE ELEVATION �rI7 at BF;i-25G� I;c<a:, :' rginer's Certification tAi iAell II/4 I- O ;hat thr c;rainawe has I;een instal9ed to Codi• '� iramismim 5 611•4130L, N p1 NOTE! T I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND NOTE! POSTS ABOVE. mommommum NEW CONSTRUCTION DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND ; I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND STAIR. WELL OPENING. POSTS ABOVE. TO BE REMOVED 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND 4014y,STAIR WELL OPENING. / / immoomL.V.L., GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO //EXI ST'G STRUCTURE FOUNDATION, FTG'S, AND OTHER STRUCTURAL i/ 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS / 13.8 26-4„ 01 GIRDERS OR HEADERS A5 NECESSARY. i L.V.L., GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO / 3-0 T-8 3-0 3,...,-0, q-0 14-4 NEW CONCRETE j' FOUNDATION, FIG'S, AND OTHER STRUCTURAL / / / / 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS GIRDERS OR HEADERS AS NECESSARY. 1"ROM SILL PLATE TO TOP OF TOP PLATE BEHIND ANY i HOLD DN. 8”x I6"VENT HOLD DN, DESIGNATES DEVIL VIEW /i SECONDARY ROOF SYSTEMS, GARAGES,PLATE, COVERED /„i/,i iii,, /iii.ii//i r///z/.,iiiiii il// ///i.//iii„li i„i iiia 1/4////i/////4 ,\ � .: 4- 4”x 4” POST ANCHORED ON �i— DESIGNATES SHEET NUMBER PORCH'S. (ETC) ',', 1 ( ` I0"4) SONO TUBE BELOW GRADE Q -----1 AND 4"-6" ABOVE GRADE X dI/////l'/////�Y/////1zer Aref dH/H//AI�i LAla/!A5WI1 AI=//JSP/AWN7P .W//J'//////X//////H////4 r \ FY) I- c> DESIGNATES SECTION \/IEW 8"x 16"VENT �r` _� ,' (2) 2"x 8" HDR i p A �. / I2'-4" 1 ® z, 5177-,_ (2)---- - i ' cri til , .;` .x › NOTE —' x I X I • o 4 ,, 3'-0' / . DESIGNATES SHEET NUMBER ALL LUMBER THAT COMES IN CONTACT WITH L_ r---_, • m l J L `An ' 2(NI IL "x 8" NAILER �' Q _- 8" x I."VENT ,/HOLD DN, x(3,2 2_x 10_GIRDERI_ I r „ ° - a/' CONCRETE SHALL BE A.G.Q. LUMBER. u' J I \ _�'� 2� - ---------- �N\ ZS) Lj r HOLY DN. //////////�/rte/f/.ir�ir//////////////7///////////////////��////,1 --- � 8"GONG FOUNDATION WALL W/ 1 4 7, 4, 5'-4" I 16' x 8"GONG FOOTING. m 8"X16"VENT • r J ` `f I . 38'-8' r N I Yeo K 5--A._ E ___-C,� R CA R OU I R M N S : r -I BILCO DOOR CRAWL SPACE ACCESS I ELECTRICAL WORK WILL COMPLY WITH THE RESIDENTIAL GODS OI= NEW YORK STATE 2010of 5'-4 , • � O 1 GHF'TER 33 THROUGH 42 �-1 N C, , �m. L g N GR,�V�IL SPG N = O I to 40" IN HEIGHT ~ O ENERC`r' STAR LABELEI, HOMES =02" �0 z ,- _ GONG.SLAB CUII7ELINES . _ tri x® - ^ \ ( R-30 INSULATION IN FL.-TS ; 0 ' - •U i co > COOLING EQUIPMENT A/C 14 SEER/12 EER - I � 8"x 16"VENT (MINIMUM) HEAT PUMP 14 SEER/I2 EER 85 HSPF \ 8" x 16"VENT N SEAL QUALIFIED GAS RIRNAGE q0 AFUE;OR = I \ \ COOLING EQUIPMENT ENERGY STAR , (MINIMUM) -� _ R�.D AF?O • i ENERGY STAR QUALIFIED GAS OR OIL BOILER 85 AFUE;OR. tet_ 13'-0" 8'-'(" / 8'-�" 8�_-Jn �F: .yf, n, �� ENERGY STAR QUALIFIED 8.5 I-ISPF HEAT PUMP;OR 4 �'/ ' r J��1.K• T��S • OIL RJRNAGE 85 AFUE v R-Iq INSULATION L = 16r--- r--- 'T"--.41024'.1 aw O RUN PERPENDICULAR � J - .�• o OVER G.J. 0.111• �i l (322:2( I I i I F �;r ` ip: lit:, 4• 10 GIRDER (3)2 x 10 GIRDER (3) 2 x 10 GIRDERfire* THERMOSTAT ENERGY STAR LABELED PROGRAMMABLE 1.41/4• :4 •1 r rj ---� - -~------- - --------{ _ CEILING JOISTS 'a'••i i i %ii i ��► ' c, ' ' i • •.0 • 1y -s • 1 .6• I6 x8 GONG PIER DUCTWORK. LEAKAGE MAXIMUM: b GFM25/100 50.FT.OF CONDITIONED FLOOR AREA, IpI i•��•�_�• ' • � ��i� FILLED SOLID/W s�� 02 9 6� �Q' INSULATION MINIMUM: R-8 IN UNCONDITIONED SPACES 1ki • S414:414••••*:i -t i iiiai�� •i •ii•%' 24"x 24"x 12" FTG..0114 lieV 8" X 12" P.G.PIER ° � OF t�l�- R-I1 INSULATION ` �`�!�i!i•l i� '" .-.:.,- ENVELOPE LEAKAGE 5 AGH50 MAXIMUM;COMPLETED THERMAL BYPASS CHECKLIST � I ��/ BET EEN CEILING JOISTS •;00,1 L---� FLAT CEILINGS(MINIMUM) R-38(R-30 WITH RAISED HEEL TRUSS OR EQUIVALENT) 2-2"x 4"TOP PLATE %AtliAll, '_ ` �� 124 / - VAULTED CEILINGS(MINMUM) R-30(LIMITED TO 500 sq.&OF CEILING AREA) r, � v � v I 1 I/2"GYP BD. `t O fl O I I HALLS(MINIMUM) R-13 m STUDS �� .?'(N �� I I 4 FLOOR (MINIMUM) R-Iq _ ® R-30 INSULATION IN FL.JT5 = ® I I `t' x N x U1 L J 11 BASEMENT OR CRAWLSPACE WALLS(MINIMUM) R-IO CONTINUOUS OR R-I3 CAVITY 11.1 zt N UN XGAVAT I� m_1 co• SLAB EDGE(MINIMUM) R-IO FOR 2 MET MINIMUM • BACKFILL TO d? r---- WINDOWS (MAXIMUM) U-FACTOR WINDOWS 35 AND ANY SHCSS;SKYLIGHTS<60 AND<ANY �' 2-On V 15% COMPACTION 25-f __ SHGG � `r (TYP) ATM INSULATION =AILWATER HEATER EF (MINIMUM) GAS OR OIL: 40 GAL=O.b1/50 GAL=.Sq/15 GAL=0.54 nts L - 8"x I6"VENT g" GONG FOUNDATION WALL W/ - -• ( I6" x 8" GONG FOOTING. -I OR: INSTANTANEOUS WATER HEATER OR INDIRECT-FIRED STORAGE TANK HIV , _ HOLD PN.� LAG BOLTED -------- ' H. IP DN s 1LU BOILER --------------- 2" x 8" NAILER LIGHTING AND APPLIANCES 500 kWh OR 650 k ki SAVINGS REQUIRED FOR ALL NYESLH i ELECTRICAL. kWh SAVINGS NOTE v 0 MECHANICAL VENTILATION AUTOMATICALLY CONTROLLED MECHANICAL VENTILATION SHALL BE INSTAI I FD ALL LUMBER THAT COMES iN CONTACT WITH N -7 4 x 4 POST ANCHORED ON I- ~ ACCORDING TO NYESLH TECHNICAL SPECIFICATIONS CONCRETE SHALL BE A.G.Q. LUMBER. 12"m SONO TUBE BELOW GRADE N AND 4"-6" ABOVE GRADE .� ~ COMBUSTION SAFETY TESTING REQUIRED FOR ALL NYESLH(SEE NYESLH TECHNICAL SPECIFICATIONS) I ,,,, ,/-////�/,�,,wi,//7//U/,//i l//////�l///�/�-%�/�//// //a L J (2) 2" x8" HDR �� \ r\ -------_4,--�)- _EL..... \ , -(22-22-&L).!11.2E-44.,L-(.2.)-2L-)S.-e%.-'" HDR\ ♦ IAm 1-12L2_21/rt—it _. `c., ♦ I Y IRST OOR LLI HOLD 0 1 v 111 �I 2'-10" / / 2'-10" 6'-4" 6-4" 6-4" / b' "ATTACM!NT ® ( ®I �� I3'-8" 26'-4" Q --� >s II� `mom' 4. fit "SIMPSON"HDQB � .--= %\` 7V "SIMPSON'PHOS Ii "SIMPSON" A }�' 2-16d COMMON..,,4 ! ..0,... 2-I6d COMMON NAILS® 6"O.G. 2TNBEAN GON NAILSb"O.G. FORFULLLENGTH+ 4FOR FULL LENGTH OF STUD811I �— CONCRETEWALL OFSTUDZ/ BBLOCING® OBLOCKING / �K FOUNDATION PLAN } 5/8"A.B.@ 45"O.G.WITH ENPHALL ' j ,000. I`° JW U- } 3"X3"X I/4` PLATE WASHER. ,..r._001, I �� Q Z Ill L. 101, �`r` III o°, ° *NE*4 1— z — 2"xb"SILL PLATEI °d 01 �� " REBAR — 01 Q) II ��• f° W ° n .° ° • OR ° • d4 `.1 8 ° W ' 44---- CONCRETE HALL POS C O N I S E C ON � Q AILS = 11.1 a° ° W Id a °• h i5/8"m THREADED ROD EMBEDDED 'a ANCHOR J 3 1/2" — FOR HOLD-00141 ANCHOR 12 1/2"INTO CONCRETE \� 2" x 6" FLOOR JT5® Ib"O.G. UI / 5,8 X12' AIR ANCHOR 11 \‘ �" BOLT SPECIFICATION 2x6 DECKING DECORATIVE MOLDING " MIN.55' EIMBEDMENT � ��\C\• 2-2" x 8 HEADER � �`(� SET IN ACRYLIC TIE Ii M/N ''C ADHESIVE (AT) 12"MAX 12"MAX .,..--,...3.-....--:-L1111 , ( 4" x 4" POST ANCHORED ON Q d y y r 'C� 10"� x 36" FTG.BELOW GRADE v Z 0 ' il I I b' MIIN I b" MIN �{� 6-8d GOMMION AND 4"-b' ABOVE GRADE _J 1 ' __ _— II "51MPSON" \z \ b-8d COMMION - -- III STHDI4f2J 11/:� FILLER STRIP 3-IOd COMMON AB POST BASE BY SIMPSON O 0 A– el \ - NAILS®6'O �'e FOR FULL LENGTH N - _ 4 N \— RIM JOIST OF STUD ` ro N 0 1- O m �fl ' N (° 12"BEARING ON -, ® N I° WALL STUD "SIMPSON" HDQS � ,' O I (1164* PORCH COL'S TO HDR. PORCH DEVIL TO HDR. 4 KW II 1'-0" 3'-q" I I°° SIMPSON PI-ID6 2-I6d COMMON "ANCHOR BOLT® 3b"O.C.FOR 2 STORY 1___W _ N po. ll NAILSULLE G. i"ANCHOR BOLT® 12"O.G.FOR 1 STORY CONNECTOR POST W/ I=TC. CONNECTION Z IN < 1- tite` FOR FULL LENGTH i"ANCHOR BOLT® 51"O.G.FOR SLAB ON GRADE iQ 0 FOUNDATION I O1�1 , 1�G <J ? C DETAIL M I OF STUD 'I il g ;}'ANCHOR BOLT® 23"O.C.FOR 2 STORY �� °N ( °'i�� ° �� 4'ANCHOR BOLT® 46"O.G.FOR I STORY I- b °Ct' • ° a�� `.,I°° ,0� ONE*4 '� " . � � V Q PLAN VIEH 4REBAR OR 1- O 1 �� •a° ° ANCHOR BOLT® 36 O.G.FOR SLAB ON GRADE .mitiri'it0�o\`�.�� (A5 PER NEON TABLE 3.2C) ° ° ° • °' ° ' " [ ANCHOR BOLT®36 O.G.FOR I-3 STORIES 11 I..MIN.7 EMBEDMENT INTO CONCRETE Simpson Strong-Tie NO I 0 w — �U d •, r d ° W/3"SQUARE WASHERS AND END NUT SETUP J -� Q� (11 ALL LUMBER THAT COMES IN CONTACT WITH • IL Q to < 1- Q I.MIN.1"EMBEDMENT INTO AND END NUT ° 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR i CONCRETE SHALL BE A.G.Q. LUMBER. w/3"SQUARE WASHERS END SETUP a° 9-- 1 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR • �(d OR REPLACED BY HOLD DOWNS FOR C4ICARWALLS 1 II DWG NO OR REPLACED BY HOLD DOWNS FOR SHEARWALLS `\� 3. I -ANCHOR BOLT 15 TO BE LOCATED BETWEEN 6"MIN. 3 (A�� 1/8" THREADED ROD EMBEDDED 3.1 -ANCHOR BOLT 15 TO BE LOCATED BETWEEN 6"MIN. Alit TO 12 "VAX.FROM ENDS OR CORNERS /k 12 1/2 INTO CONCRETE TO 12 MAX.FROM ENDS OR CORNERS q,.�.:;,,,.: 74.CONG.BLOCK 1'O BE FILLED SOLID® ANCHOR BOLTS. 2M�� - *ANY ROOF PITCH 1:12 OR GREATER CONSTITUTES AN ADDITIONAL STORY I •4.GONG.BLOCK TO BE FILLED SOLID®ANCHOR BOLTS. SIDEGO R ', I 40'-0" 7 ', NOTE] 13'-&" 26- / ? NOTE! I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND V-6" 5'--2" 1'-b" 13'-2" 5'-8" I ALL EXTERIOR WALLS BEHIND TUBS ' POSTS NOTE. 8 SHOWERS SHALL BE INSULATED i DOUBLE ABOVE. ATTIC ACCESS MUST BE BACKED i $ FINISHED WITH GYP BD. BEFORE ALL FLOOR JOISTS AND TRIMMERS AROUND WITH R-IO RIGID INSULATION. i INSTALLATION OF FIXTURES. ; STAIR WELL OPENING. jiliir iiiriiiiit/iiriiriii/iififi/!ilii/ifr/ifii it i/i.i�. //////////////////////////////////////////////z////4////4 / 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS L.V.L., GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO FOUNDATION, FIG'S, AND OTHER STRUCTURAL / `0,-0" GIRDERS OR HEADERS AS NECESSARY. / / Ib'-2' 5'-6" 10'_5" 7'_11" 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS / Q _ _ / / FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY v . p �L - 04 3'-8" SEAT (2)7X S"HDR .0--� `�- 1 SECONDARY ROOF SYSTEMS,GARAGES, OR COVERED PORCH'S. (ETC) ° A DOUBLE ROOF RAt l tKS t I —f a�\ 7,„„„/„„..„,„,„„,/,'/////Z//////////://////////7///////////771/TT/T//////////7////////i///i//rr//,1 4i TRIMMERS AROUND SKY-CITES i N CL ♦ / (11 / $ �s ® ® a — A _ �3, _.T - ROOD � L.OI�I ; ,; o �� M.V. — — —2"x 6" DECKING X X `' 4 ' HOED C'� Al---- LD DN, I N (NI SHO1R HEAD I 1 \ 125 CFM _♦ — /` � / ♦ ♦ ♦ © © © i• �0 eelVP' �•. --�— �_'- ♦ I�� 1 1__....,... I \ ♦ I �� 11 {ll�� • if 2) 2" x 8" HDR (2) 2" x 8" HD I (2) 2" x 10" HDR 11 I(2) -DRi LI f- 9'_2" 2) 2" x 8" HD- (2) 2" x 8" HDI (2) 2" x 8" HDR Z cif!' 1 - -� L.---� „ r—�i-�,r—_ �, 3-6 A .,. „ e SAT"} �' NEW CONSTRUCTION ♦ y. J II / ! 10'b"VAULT.GL6, T© �' I I �F o OBE REMOVED 1 i � „ 11111 N c 26-o 1/�l I G 1, I -0—.-- 5'-0” /- ® � -co L- BILCA DGOR .v. :gx u.i `nI -cn O rrGRAWL 5E'AGE AGGE`S 13'-0" �. > I ( ° II - N VAULT LINE o EX15T'G STRUCTURE '.L. s _,�_ V.L. _ a,a.d 'oGil o' ;� o ♦ N -I25 CFM � ,1., 15'-2" NEW CONCRETE s N �I r® / 3'-6" / SEAT Io'-6"VAULT.cL.6. M.V. DESIGNATES DETAIL VIEW 4 0 �o SE-DIROOH DINING ROOM x7 �, :v o v k= a'-o" GLC. HT „ I `v , Q 121 GF N ti /i-- DESIGNATES SHEET NUMBER r Q-O GLC. HI i m O : 0 •Q :o BEDROOM X- # I -Li_ _ 4 O 1L9* ♦ ♦ Q = ® 0 10'-6"VAULT.GLS. 77 X 1 - ;� �c. O I IPaos SD' ---� �, vilZ DESIGNATES SECTION VIEW I9 10 _ HALL m oc.M. \� .SSG' A N _tY, OS.D. iZ N UU F- Q Q `" O s z z. .c, o \ © Y' �. �:° ` 2"2c.10_111-10- ® z SDG \� DOUBLE CEILING DESIGNATES SHEET NUMBER ( i 0N `� -� Q JOISTS AROUND �� GL. 31._6" \ N v = PTTIG� ATTIC ACCESS ly SOLID BLOGKING^1 i I 0 51-6" KITCHEN!/ DN - L.G 4 �GGES 0 GAS DIRECT VENT--\ ///1 / 7/ ,..://///, _� OO „ " 11-$ SEALi_ i-9--).: M.V. `fl 1 q'-0" GLC. HT�f _ // f441:1, , � t HALL - 4" x 4" POST N 'TN - 2 x 12 RIDGE - ___�__�- 2" x 12 RIDGE —1 ��---- - c� �Q R Zm TOP 8 BOTTOM—\ L / \ �\ \\ \ v L� ' VENT F, m _ ®E°. D c' 125 CFM 131-0„ m m N 1-5° N m i \ /777///Y oS.D.G // / - ?owl,• LAV ;_3 _ 1� -/ IS � .!2 210' HD'■ 14STEPUP __ II 5'-10" 10'-8" 2'-4' s OsEG � .- a ' '' 1 < 13'-0" / / -- - IS'-10" g �--N --T a DRYER TO BE CLOTHESENTED TO THETEXTERIOR f i; 5/8" TYPE "X"GYP. ED.T. 4 5. m ,� MASTER 3 WALL OF DWELLING AND SHALL COMPLY ST `p2 g 46�' Q� 1 N WITH RMI502. -__i___ OFN CO ABOVE BOILER A5 REO1D BY CODES -- --- NOTE: O RO O I� _ Q INSTALL FIBERGLASS _7 v __ __ _ i71 4 DOUBLE ALL FLOOR JOISTS r__ -O 3'-O° 6 ~ O UNDER PARTITIONS ABOVE. PAN FOR WASHER 4 __z 1 ♦ 8 O GLC. HT •\ `` DRYER -- DOUBLE ALL FLOOR JOISTS 1 f ® _� I AND TRIMMERS AROUND lj 20-GFM. , L -- J �, 3-10"It R I� STAIR WELL OPENING. GL. DR. v •l't l'1 bYt.I.101.�r,"'rimy/////LiY�//19:1//1 a Zp / N 13'-0" / A. N 4.. GONG SLAB m Q — r:.fl 4 X ® %.„, 4 ® � :r _.\_ \ ,� NICOMPUTER 5/5" FIRE-RETARD m x ® o L.I X I I�l� ROOM k / �' lc))- . 2'-O" UU UUp 15EIDROOMN GYPSUM BOARD mc " m xwO 4O IrOO uia-O GLC. HT -CEILINGS WALLS ,„ �> ) N p `� 0 ' 8 O GLC. HT 1 (Y u 8'-O" GLC. HT O 111 AS PER CODE Csi pl • id -� 0 ® � ® ® 0 x V R-30 INSULATION -OGL. I L_ } O 0O O CO J N CZ IN CE=ILING cv a� -- 0 I .x _x cxv u.1 USE A MINIMUM OF ' U' ♦ X 15'-2" TWO 8d NAILS THIS 4if V / 4" x 6" POST \ \ I iv 10'-6" SIDE OF TRUSS. �►- \ `t _ f TOTAL 4 -8d NAILS —41 ,_ (�„ 1_3/4"..x II 1/8" LVL HDR L (2) I3/4" x II 1/5" LVL HDR. N N (2) 2" x8" HDR (2) 2" x8" HDR (2) 2" x8" HDR INTO TRU55. 0 \ � _ S 1 It---gni �f— ♦ Q BUILDING LINE ABOVE (2) 2" x 10" HDR. '� ♦ ♦ ff ® H• Ir Da ©* ©* ©* or /y }3' U.I V .c� V t' N`/ NOTE: ( �!"" ' 88.2 8 in s' o FO RG I 9 NOTE: DOUBLEPA LL FLOOR JOISTS '1---_1' N :< - xx - iUNDERARTITIONSABOVE.- u v a x 2 X b DECKING N N<S v p ; SMOKE DETECTOR d DOUBLE ALL FLOOR JOISTS I,�I A 1`$ o- z V v ® 0 I ' CARBONMANOXIDEDETECTOR AND TRIMMERS AROUND ROO L.O i'`I ~INTO PLATES• - - _ Dr ' r ; TO BE HARDWIRED STAIR WELL OPENING. `I 2 -8d NAILS � x o; _x v N I d INTERCONNECTED 8 -8d NAILS .4- 7 /� I %717Ur1/77///,%/rl/llLiU/ll/ill/i%/7/ll/� INTO STUD Simpson Strong-Tle tt} 191 1 ��\ 1 (22.2" X 10" HDR. O 2" X 10" HDR. (2) 2" X 10" HDR. (2) 2" X 10" HDR. (2) 2" x 12" GONTINUGUS HDR \ \ — v m RATERT I TAIL. Q 5. / 6'-10" / 13'-2" , 13'-4" / : 6'-8" 0 (- UJ INSTALL PRE-FAB MOOD BURNING f( r ► - Hi Z v 3 FIREPLACE AS PER MANUFACTURERS NTS. (� N 01 ^„ SPECIFICATIONS. / T�� Z/ MUST PROVIDE INSTALLATION / Q m 311 ---5 MANUAL ON SITE FOR BUILDING UI INSPECTOR TO REVIEW SECOND FLOORPLAN 111 / 2'-10" / 5'-0" / 2'-10" �, 2'-1" 4'-5' / b'-3" / b'111 / 61-1" // 13'-8" / 26'-4" ,�. SECOND FLOOR = 1280 SO.FT. I/4"= I'- O" } 400-0 / O I--" ti- if PORG CONN CrI ON D 'A I LS z i- r f A HEADER A5 r 14-I6d COMMON NAILS \ NOTED ON PLANSO } EAM) Mil } NOTE , �- Q Z w _ti / "� ALL LUMBER THAT COMES IN CONTACT WITH IL „FIT FLOO 1 LANCONCRETE SHALL 8E A.G.Q. LUMBER. _ \\ SIMPSON ® Ib 1- z 1 . III ) 4' LAG 122T" 1 1� ' ° 51MPSON STRONG-TIE % BOLTS® Ib" EA.SIDE..r( FIRST FLOOR 1114 SQ.FT. fiI O 12 14-Ibd GOMIMON NAILS j1SIMPSON Z gill � wIli o GARAGE 337 SO.FT. _ �5 (POST) _,t,;;;*•,, POSTING A5 NOTED SIMPSON 0210 HSR @ IS" — N PORCH i£34 SO.FT. _._., --411 A} _ I` �Wy ON PLAN 2„x6" R.R. In J TOTAL FIRST FLOOR = 1635 SQ.FT. (I !1. 2 xb R.R..® Ib O.G. ® Ib O.G. 1� �I �'�3G e�/gI >r. GONA!',.,,TIDN t at in j�� 3-IOd COMMON �� n.ts. K m ��OLDOWh' C-O1� GT1ON _! �� , "'-►;4 I -�N dl I/2° LAG.IEOLT �► „ SGOND �LDORTT1�GIM :�iT .I e 24"O.G. 1� __ \ 5 ' •PPING Ib 14-I6d COMMON NAILS Q z0 O /111111111 ". 11E 51MPSON1212T `�z: (BEAM) ��_� )- A tQ 1 `� OF'TIO�� _ 2"xb"CJ.i0 I6"0.G. FILLER i' 1 6-Sd COMMION EA. IDE li`l • (Y/ Z► --1 O b' " = ‘11.1I/2°LAG.IBOLT 2-2"x10" HEADER . •• ' � 2\ O IL fr SIMPyON�HDaB _ 24"O.G. aDECORATIVE MOLDING .�111 v 0 O 12rBEARINGOPlIb 51MP50N PHDbII I'� I/� 2-!bd COMMON GO . TEGo'sill �/NAIL COMMON WALL yNp 2 !6d ® 6 O.G. PORCHPORCH/RAFTER/GIRDER O PORCH COL. TO HDR. ® gIMPSON STRONG-TIENAILS® b" O.G. N POR FULL LENGTH R.R./G.J. TO DWELLING 14-I6d COMMON NAILS p/_ — • N A OFSTUd ROOF CONNECTION CONNECTION DETAIL (POST) AGER it R %,/ tits. � !III Q Z N BLOCKING 111 I X\ ENDWALL OR BLOCKING 0 . II 2 xb DECKING „ 6° (n 0 • 11 i \ 2 x 6 FLOOR-ITS 0Ib O.G. \II \\ II,,--1 � ENDWALL � ij 211xb"DEGK!ING „ DECORATIVE MOLDING 2n2”x„8” HEADERO0vQ 1- „ „ 114 x 4 POST ANCHORED ON ' •;� �1115L1 I ►_•i 6FLiOR JT5® I6 O.G. 4pv,11 .►.�� r,ll „ „ .�p1��uePv Q 0 I `` %� 6-Sd GOMMION �, AND 4”b" FABOVE GRADETG.BELOH E �� WO Z 2 W V�, 9 o p/ N I 11111 I/2° LAG.BcOLT 4jllyillIll1 6-8d COMMION AB 'IS II!' alk _ Simpson Strong-Tie a v I 2-ibd COMMON ` SIMPSON" 'e. ® 24"O.G. FILLER STRIP 3-IOd COMMON / AB POST BASE BY SIMPSON �\ N SIPIPSON HDaB OR , DWG NO NAILS® b O.G. "SIMPSON'PI-106 ' TECOS FOR F STUD LENGTH • `0. GRADE r „ �\ 44.5ils; rill, R BOLT I e �5/4'O.G.(�1W0 STORY HOUSE) 1 `JPORCH GOL 5 TO HDR. PORCH DETAIL TO HDR. FLJ TO DWELLING e::;aoa.o.; I CONNECTOR POST W/ FTG. GONNEGTI ON 22„�..��N� ��51 DECOR im '— k� 5" THRU ROOF LOO IzZ .JOISTS fi.AM I ND TAILS DRAIN, WASTE $ VENT NOTE: 114" ABOVE ROOF A C,��TERI:ALS FOR DRAIN,WASTE d VENT SHALL M. HI MODEL STYLE AMT. LEAVE I/16 - 3/16 GAP, COMPLY NTH TABLE P3002.1 DRAIN,WASTE �. 4" SYMBOL R. O. D I� " TABLE P3I11.3 SIZE OF COMBINATION WASTE d EXISTING * SEE MANUFACTURER'S V1�NT PIPE. ® q'-5 I/8" x 4'-8 -1/8" * ANDERSEN 3046-3 D.H. I WOOD I-J IST JNAIL TO OIST WEB RECOMMENDATIONS STACK. * DOUBLE HEADER .�.A.. A.- 6'-3 3/8" x 4'-8 1/8" * ANDERSEN 3046-2 D.H. 4 BACKER BLOCK FROM EACH 2't �% * „ „ * METAL JOIST INSTALLED TI HT SIDE 2” _ " 2" (G 3'-2 I/8 x 4-8 '1/8 ANDERSEN 3046 D•H 4 HANGER TO BOTTOM Ot f r ' 1 T3 r _I I I/4" D 3'-0 1/5" x 3'-0 1/8" TOP FLANGE �\� /�40111, EQ I • „ 1/2" "I 1 0 ANDERSEN 210210 D.H I �`' '.'��I✓ EQ. *-.‘44 11/2 I I/2 3 ,II 1 1/2 „ „ '�_ ' FILLER BLOCK �� I 1 1/4 II I E 2'-2 1/8 x 3-0 1/8 ANDERSEN 20210 D.H. r► ** „ I HOOD I-JOIST / �!'�,�, I 2'± TO1 © 2-8 x 2-0 5/8 ANDERSEN A-251 AWNING 2 /� /G ' f IGHT FIT IWASHING0 28 I/2” x 38 i/2" ANDERSEN RV-2838SKY-LITE I ;I* �I , . ►- - liti;:r n MACHINE WINDOWS MEET EGRESS REQUIRMENTS (SEE CARPENTRY NOTES.) i FILLER PANEL I ISECOND FLOOR I' .—.�- �• , ► WEB STIFFENER •2" 2° 3" 2" 2" 3„ „ ** THIS WINDOW MUST BE TEMPERED SAFETY GLASS `,*) WEB STI=FEVER EACH IF NECESSARY \�1� ' LEAVEI/I6” - 3/16" GAP, 2 I. PROVIDE ATLEAST (I) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY J / SIDE; MAY BE REQUIRED HOOD I-JOIST SEE MANUFACTURER'S �"" �' --.1.----...... .........1.... 1 G.D. ESCAPE. IN CONFORMANCE WITH N.Y.S. CODE SEC. R310 MIN OPENING OF 5.7 SQ. FEET HFOR ANGER JOIST STABILITY .44.0. �h/' RECOMMENDATIONS HANGER COMPATIBI I'lY, ' \-....___Z3,, ( 5.0 SO. FEET ® GRADE LEVEL WHEN GRADE TO SILL 15 LESS THAN 44" OR LESS) W// OR JOIST REACTION/ MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" ( OPERATION W/O NEED BEARING WALL BELOW BEARING WALL ABOVE 2" 2" FOR TOOLS) BOTTOM OF OPENING a 44" MAXIMUM A.F.F. "�' LST I -� r T 1 2. ALL WINDOWS MUST BE ANDERSEN - 400 SERIES I—MOIST GO iTION N.T.S. ETA I L I 1/2" 13 1 1/4" 11/4" 111/4" 3 I 3. ALL WINDOWS MUST HAVE A U-VALUE OF .35 OR LESS. TO I-JOIST . =TAIL. PCB STI f�S:TAILS N.T.S. -L i "L ii ii. WOOD I-JOIST FIRST FLOOR P � i' DOUBLE-HEADER O 2" 3' 2" 3' ' 2" X 6" SQUASH BLOCKS SOLID WOOD "" 2" 2" G.O. SYMBOL DOOR SIZE DOOR TYPE AMT. �, /� , BLOCK FILLER „-..� A 3068 SWING (EXTERIOR) I BACKER BLOCK INSTALLED 11. _`11 —'r 3„ 2665 SWING (INTERIOR) 4 \ /Ow' / TOPHFLANT TO G�TTOM OF • /'�� \1�/IA6 • c • •� !' p 1!' 2068 SWING (INTERIOR) q1Arik `r F.A.I. IIA 6068 SLIDER (EXTERIOR) I \ �, .' (,G.O. / 4065 SLIDER (INTERIOR) 2 C iI \l",M �� _ SPACE a / �� CRAWL l 6 3068 SHINS (INTERIOR) 2 \�11/ ` ' �0, 1/2" `eill.* toG.O. 72868 SWING (INTERIOR) 1 \il' GOOD ST IR~"-"" �1 80-10 OVERHEAD GARAGE1 4" G.I. HOUSE TRAP IN METAL FRAMING ANCHOR 1 AT EACH SIDE. W 'IT w/ STL COVER , ,I S I AeRAM 4, G.1. -- GRADEX PLYWOOD EXT. DETAIL 3/4" RIM JOIST N.T.S INSTALL W/FACE GRAIN HORIZONTAL ��1 STAIR GARRIAC OCTAL N.T.S. SEAL RATER SUPPLY 4 DISTRIBUTION NOTE: /� 1.SERVICE FOR NEW BATHROOM HILL BE TAKEN / ��REB'�'�C FROM THE EXISTING WATER SERVICE. '�� N.K. > ti% PIPING 4 FITTING SHALL �� 0 4 ! ., y '"k 2.WATER DISTRIBUTION , O IN RG.O.N.Y.S.TAE3LE P2g04.`.� WATER I ! `' r COMPLY WIR 0 * DISTRIBUTION,FOR MATERIALS 4 TABLE P2104.6 HOOD I-JOIST AS RIM ��-- FITTINGS,FOR MATERIALS. f ��' JOIST, NAILED TO TOP PLATE \` i` .• --- r 4-' 1PIPE BELOW W/ 8d NAILS 6" O.G, o.,.,./ ler \ , - i "\ 465 Apo.` i iii \'� 9 O •�iii LAI WEB STIFFENER EACH SIDE �� ` OF NEN� IF NECESSARY. `Ae -,k „ --_- o--- I-I 4 TIM ERSTRAND LSL/ B L L 4 OR TJ-STRAND RIM BOARD ,,p` 2" x 12" RIDGE 1 ‘41- CONTINUOUS RIDGE VENT \\q }�'�CONT — _ �' i/ETA I L HOOD I JOIST (1• `/� 2"x 4" COLLAR TIES alb" 0.0. - BEARING WALL BELOW � /� CANT. =TAIL N.T.S. tu 2"x IO ROOF RAFTERS 0 16" O.G. . 1/2" PLYWOOD SHEATHING PETA I L. .4-, QL ASPHALT #15 FELT SHINGLES(AS SELECTED BY Ol^JNER) �i RIM JOIST =TAIL N.T.S. PROVIDE ICE SHIELD ,' PLACE JOISTS TOGETHER AND NAIL FROM EACH SIDE Q 2"x b" CEILING JOISTS® 16" O.G. \ ,--- FILLER BLOCKING % WITH 2 ROWS OF 10d NAILS a 12" 0,0, GLINGHED WHEN POSSIBLE. 12 '''k-• WITH _ STAGGER ROWS FROM OPPOSITE LII - FULL LENGTH OF JOIST 2- i"x 4"TOP F'LATE \ Q 6 �� , , SIDES BY 6". N 12"" O.H. \ ttttttt -- , Ift 1- 00.111".. 3" CONTINUOUS SOFFIT VENT \ ttttt't �`itst- 2"x 4" STUDS® Ib" O.G. �\ tttttt tttstt RAI.? DOUBLE LAYER OF �Ai• • \��1 .� •.tttt.t. ttt.tt.t. t.�tt.t.� R-IQ INSULATION !!•t 1/2 PLYWOOD SHEATHING / r •�t�t�t�t�t � .t s't�t�t�t�t •t-t-t��t RUN PERPENDICULAR 4�ii• AN DETAIL. D VAPOR BARRIER �' W/I/2" GYP BD v 11 1 Ili 1 xt t- 3/8" SHELTER WRAP E.P.S. BOARD v-DOUBLE LAYER OF 120151.2 JOIST CONSTRUCTION N.T.S. V N VINYL SIDING (AS SELECTED BY OWNER) R-IQ INSULATION! R-30 INSULATION W/ 2" X 8" NAILER Ill ill R-13 INSULATION W/ RUN PERPENDICULAR 1/2"GYPSUM BOARD. O v1/2"GYPSUM BOARD. NW/ I/2GYP BD 2" x 8" NAILER —\ BEDROOM CL 2"x 6" ROOF RAFTERS® 16"0.C. Q -� 2"x 6" ROOF RAFTERS® I6" 0.0. BEDROOM 1/2" PLYWOOD SHEATHING tO 1/2" PRAF OD SHEATHING c 8'CLG HT 10'-6"VAULTED GL6 #I5 FELT V #15 FELT ASPHALT SHINGLES(AS SELECTED BY OWNER) ASPHALT SHINGLES(AS SELECTED BY OWNER) ' 12 PROVIDE ICE SHIELD > PROVIDE ICE SHIELD 12 `~ � \ Q 6 } G . R-13 INSULATION W/ 4 2"X 6" CEILING,JOISTS A I6"O.G. v — 3'4" SUB FLOOR GLUED AND NAILED1/2GYPSUM BOARD. 12°' O.H. V 42 3" CONTINUOUS SOFFIT VENT ...... :�::.s '�t twttt z r (2) 13/4" x II 7/8"LVL FLUSH HDR } f 1 R-I3 INSULATION W/ 1 W _ (2) 2" x 10' HDR -� I 13/4"X II 1/8' TJI FLOOR JOIST- ® I6"O.G. I/2" GYPSUM • BOARD. u-- d Z tW Z 2" x6" CEILING JOISTS® 16" 0.G. ji 2" x 6" NAILER W/LAG BOLTS • ~ roc a `i) LIVING ROOM KITCHEN , " E _ K u, 2 �, _ TURN DOWN POSTI 2 x 8 NAILER W/LAG BOLTS 2" x 6" DECKING f�ORGf-f Q'GLG HT q'GL6 HT X Z Z a , 2"x 6" DECKIING 0 p w ti Q 36" RAILING • 41%1V1111, —* 2" x b" FLOOD JOISTS® I b"O.G. �, Z Nit N Z -/ 1 �1 1 1 1 1 1 1 1 1 1 Li R-13 INSULATION HV �I fi�� %: _..l (2) 2" .x 8" HDR \ 1 1 i I I ( I I ii 1/2"GYPSUM BOARD. i i i iiPt ___ �' ____ WI � 1 s11111111is Ii .1 ►411 ' 4 4"x 4"POST ANCHORED ON .k 3 4 SUB FLOOR GLUED AND NAILED �t-�Gii' : I I'(1 12 SONO TUBE BELOW GRADE WI;111.1 �i0rt1• +>i�T • .00 1111101, ••+■•>•• •� S■ o MU N -■■■ ■■N PL- N -■■■ ■■I (� � alt 1 — (2) 2"x 8"HDR ■■■ ■■■ ■■■ ■■■ i■■■ ■■■=AND 4-6 ABOVE GRADE a LATTICE WORK. u: CRAWL SPAGE R-30 INSULATION - ■■■■, ■■■ ■■■■ ■■■■ _■■■ ■■■ z O GRADE � „ • ■�■ _■■■ ■�■ _■■■ ■i■■ �- __1 1 ..3;01.. 8. O 1- I 40 HEIGHT m F 13/4"XII 7/8"TJI FLOOR JOISTS ® 16' O.G. I I I O a_ 2" x 6" FLOOR JOISTS® !b'' O.G. . �' 1 z _ - r {� tn 1- Ell 2 x 8 NAILER hI/LAG BOLTS7 (3) 2"X 10' HOOD - - =,,,,,, - Q Q ■ MI'■o P11-1 ri I ... .. 0 'n LY i+ + r` ++ IOW — 61RDER. 4 x 4"POST ANCHORED ON ;�;1Q ;�;1;l;�;';I;i;�;i fllil';I11�lI�I�;�l;Ill'�� V W 11 I- 10"4) SONO TUBE BELOW GRADE p x- . I- _ SILL SE,A�LER Ib"x 8°GONG PIER AND 4"-6" ABOVE GRADE `�`� v- O In '�n1� < TERMITE SHIIELD, FILLED SOLID W/ — _ /' r I � Q z \1 N — " 24"x 24 x 12' FTG. / i j I I I I I I I I 0 co ANCHOR BOLTS 2-2 x 6"CGA SILL S j�� nr===.J-r==-.3-�—_-1-r___��cA O v Q DAMP PROOFING! C T I ® l VIEA 8" POURED GON I!^TE FOUNDATION. WALL. / ��/�//„/ — ib x 8" �..G F r kW 4 x 2 KEl^ j0 j , 110-O�� — 1 ��_ 0"- / O 0 w I- ci (Y Ai _ -1 LY 111 d 1 NOTE DWG NO ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.G.Q. LUMBER. PYRAMID LAIN ktrical) �1S 4 „/„„„„2/7/„„,,„„„,,,,....„,,,,,,...., NOT TO SCALE 1 4 C �N AL HOTS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GENERAL FASTENING SCHEDULE SPLICING OF TOP PLATE [REFER TO TABLE 8301.2(I)OF THE RESIDENTIAL CODE OF NEW YORK STATE] RESIDENTIAL CODE OF NEW YORK STATE TOP PLATE SPLICE LENGTH TOP PLATE SPLICE REQUIERMENTS TOP PLATE SPLICE REQUIERMENTS ICE SHIELD GENERAL: WIND SUBJECT TO DAMAGE FROM AIR FOR WIND-EXPOSURES B4C- FOR WIND-EXPOSURES 134C- &ROUND SEISMIC DESIGN WINTER FLOOD CATEGORYUNDERLAYMENT FREEZING 83012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC ALL OTHER CASES ONE STORY SLAB ON GRADE I. NO WORK 15 TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING SNOW LOAD SPEED'(MPH) I'EAfHERING, FROST LINE TERMITE DECAY DESIGN TEMP REQUIRED H `� INDEX WIND SPEEDS FROM FIGURE 8301.2(4)EQUAL OR EXCEED 110 MILES PER HOUR ADL-. DEPTH (171.1 km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE 2.' AL� WORK SHALL CONFORM TO N.Y.S.,AND LOCAL BLD. CODES 45 PSt 110 mph C SEVERE 3 MET MODERATE SLIGHT TO 11° YE5 NA. 5qq DIMENSION(ft.) LENGTH(ft) DIMENSION(ft) LENGTH(ft) 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE TO NAVY MODERATE DURING THE COURSE OE CONSTRUCTION THAT DISAGREES WITH THAT INDICATED I.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST 12'-0' 2'-0" 12-0" 3'-0" ON THESE PLANS SH/LL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY _ TABLE 8301.8 AND PAPER ASSOCIATION(AF1PA)- HOOD FRAME CONSTRUCTION THE ARCHITECT OR ENGINEER.. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS MANUAL FOR ONE AND TWO FAMILY DWI I ING5(WFCM); I6'-0' 3'-0" I6'-0" 4'-0" - CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY STRUCTURAL MEMBER ALLOWABLE iØL •� 20'-0' 4'-0" 20'-0" 5'-0" ARISING THEREFROM. [REFER TO TABLE 8301.4 OF THE RESIDENTIAL CODE OF til^!YORK STATE1 DEFLECTION ,�' i �I�j4. NO DEVIATIONS OR C:UF GES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS RAFTERS HAVING SLOPES GREATER T IAN 8 LA&O /�,.'�I� 24' " 4-O" 24'-0" b'- " FIRST APPROVED BY I-HE ARCHITECT, ENGINEER AND BUILDING DEPARTMENT. LIVE LOAD DEAD LOADWITH NO FINISHED CEILING ATTACHED TO �� 2 '-0' S' 0" 28'-0"5. DRY WELLS AS REU "tD SY STATE AND LOCAL CODES. EXTERIOR BALCONIES 60 psf to psf � RS ij��R WDECKS 40 pf l0 psf INTERIOALLS AND PARITIONS H/180 32-0' 6-0" 32'-O"6. ALL DIMENSIONS HEREIN ARE APPROXIMATE. NOT TO BE SCALED AND ARE SUBJECT FLOORS AND PLASTERED CEILINGS V360 /,�TOREVISION A5 PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, PASSENGER VEHICLE GARAGES 50psf A5 PER PLAN '7 `�° I TABULATED SPLICE LENGTHS A55IJME TOP PLATE-TO-TOP PLATE 36'-0' 7'-O" 36-O"ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 f 10 psf ALL OTHER STRUCTURAL MEMBERS L1240 !� ` �AND A5 DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. t `/OaGONNEGTIONS U51N6 2-I6d tdAILS PER FDOT FOR SHORTER SPLICE c ATTICS WITH STORAGE(ROOF BELOW 3 PITCH) 20 psf 10 psf EXTERIOR WALLS WITH PLASik ORH/360 , ``_ LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO `0'- ° b'0" 40'-0" II' 0- " 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APVROVALS, STUCCO FINISH �CERTIFICATES,CERTIFICATE OF OCCUPANC Y!COMPLETION AND U.L. APPROVAL. ROOMS OTHER THAN SLEEPING ROOMS 40psf 10 psf a WITH `s PROVIDE AN EQUIVALENT NUMBER OF NAILS EXTERIOR WALLS--WIND LOADS 50-0 10-0 50-0 13-0 SLEEPING ROOMS 30 psf 10 psf BRITTLE FINISHES V240 + ®INTERIOR ZONE 2 TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN 1 " ' S. THIS SET OF PLANS 15 THE PROPERTY OF TERN DESIGN GROUP LLC.. AND 15 EXPOSUER B 60-0 12-0" 60-0 . 16-0 FOR THE ONE PROJECT NOTED HEREIN ONLY (EVEN IF THIS PROJECT IS NOT STAIRS 40 psf 10 psf EXTERIOR WALLS--WIND LOADS a WITH GONSTRUGTED).THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY GUARDRAILS AND HANDRAILS 200 psf 10 psf FLEXIBLE FINISHES VI20 ®PERIMETER ZONE 3 TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT HALL WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. R.A. HEIGHTS FOR OTHER WALL HEIGHTS,H THE TABULATED UNIT 70'-0" 14'-O' 70'-0" la'-O" ROOF LOADING(LIVE = GROUND SNOW LOAD 12 psf FOR NOTE: L = SPAN LENGTH,H = SPAN HEIGHT. NOTE: - GABLE WALL 80'-0" Ib'-0" 80'-0" 22'-0" a. THE ARCHITECT OR ENGINEER 15 NOT RETAIINED FOR SUPERVISION OF WORK AND ADJJSTMENTS AS PER TABLE R3015 OF THE 4 sf ATTIC LATERAL LOADS SHALL BE MULTIPLIED BY WS 5p 15 psf FOR I.FOR GABLE ROOFS 10° TO 45°PITCHES (EDGE ZONE) 4 TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL 15 RESPONSIBLE FOR DESIGN INTENT ONLY. RESIDENTIAL CODE OF NEW YORK STATE) CATH a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN A5 0.1 10. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE 2.SEE FASTENING SCHEDULE A FOR NAILING BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. OF THE DETERMINING DEFLECTION LIMITS HEREIN. IN EA.ZONE II. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF STRAPPING SCHEDULE A ALL STANDARD AND SPECIALTY SYSTEMS if MATERIALS USED WITHIN THIS THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS TO BE FOLLOWED. (SCC SECTION FOR STRAPPING AND REQUIREMENTS. n ** NAILING AND STRAPPING ALL STRAPPING TO BEI 1 x IG, GAUGE 5TL 12. IT 15 THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED SECTION FOR ROUGH OPENING FRAMING REQUIREMENTS) 4 GONSTRJGTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION ALL NAILING 15 A GENERAL SPECIFICATION IT APPLIES UNLESS NOTED OTHERWISE "SIMPSON" EQUIVALENT - GSI6Z (COILED STRAP) L ■'- Ul THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. ROOF $ CEILING FRAMING 12" MIN. BEARING -.-,./3--..a t..-_, 0 13.: ANY AND ALL. DISCREPANCIES TO BE REPORTED TO ENGINEER. RAFTER TO TOP PLATE(TOE-NAIL) SEE DETAIL PER RAFTER 1. 14: WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R101 AND INSULATION CEILING JOIST TO TOP PLATE(TOE-NAIL) SEE DETAIL PER JOIST I 1 SHALL BE IN AGGGORDANGE WITH SECTION R3I6. 1 l AT RAFTER TO RIDGE CONNECTION 0 EACH I NO NOTCHES I 15. INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R102 AND CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE DETAIL EACH LAP EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R103 CEILING JOIST LAPS OVER PARTITIONS(FACE-NAIL) 2-Ibd COMMON EACH LAP IFOR STRAP- a E.d COMMON NAILS 0 EA.END OF STRAP D/bMAX. (- D PERMITTED16, THIS PROJECT COMPLIES W/THE 2010 RESIDENTIAJ_ GORE OF N.Y.S. AND COLLAR TIE TO RAFTER(PAGE-NAIL) SEE DETAIL PER TIE , ` FOR NOTED GOLLAR/GL6 TIE- 3 IOd COMMON NAILS 0 EA. =i I I )EA� MECHANICAL SYSTEM COMPLIES GHAVI bR 12 THROUGH 23, BLOCKING TO RAFTr.K(TOE-NAIL) 2-8d COMMON EACH END Ii� 4I I I D/6 MAX. 111 PLUMBING SYSTEM COMPLIES CHARIER 24 THROUGH CHAPTER 32, .WINE -44k14%42‘ tGP�ct) ACh'. ELECTRICAL SYSTEM COMPLIES CHAPTER 33 THROUGH CHOW I ER 42 RIM BOARD TO RAFTER(END-NAIL) 2-I6d COMMON EACH END J��N.K. TFy,L FO PSON STRONGTIE CARPENTRY= WALL FRAMING ALTERNATE !' H7 I AT RAFTER TO TOP PLATE TO STUD CONNECTION, 0 16"O.G. IIIFLOOR JOIST-CENTER GUT cU : �O I. ALL LUMBER SHALL BE D.F. I$2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.) TOP PLATE TO TOP PLAT(FACE-NAIL) 2-I6d COMMON PER FOOT COLLAR TIE �_ _ > 4v ' o TOP PLATES AT INTERSECTIONS(FACE-NAIL) '• FOR STRAP- 3 8 d COMMON NAILS®EA.END OF STRAP 1 �l 4-Ibd COMMON JOIST-EA.SIDE -�_:, +� I 1 1 1 FOR TOENAILIN6- L d COMMON NAILS ►�. -' �� y 2. ALL LUMBER TO BE A MINIMUM OF 8 ABOVE FINISHED GRADE. (U.O.N) FOR G.J.TO R.R- IL Ibd COMMON NAILS(POR 5 PITCH) i.... \�, h Q, --,.... STUD TO STUD(PAGE-NAIL) 2-I6d COMMON 24'O.G. ALTERNATE ,, rOCEILING TIE 9 IG,d COMMON NAILS(FOR 8 PITCH) �_� D y;C gam, '�j 3.. SILLS TO BE FLASHED (TERMITE SHIELD) W SILL SEAL. SILL TO BE A.C.Q. WOOD HEADER TO HFADER(FACE-NAIL) Ibd COMMON l6 O.0 ALONG EDGES FOR CL OF EA.PLATE TO PLATFORM ABOVE- j ib d COMMON NAILS® Ib"O.G. 1 , 2- 2" x 6" U.O.N. TOP OF BOTTOM PLATE TO STUD(END-NAIL) 2-Ibd COMMON PER STUD D/3 MAX. ._._. 4. ALL JOISTS HANGERS TO BE "TECO" OR EQUAL, FULL SIZE. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, 10 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N) END JOIST,OR BLOCKING(FACE-NAIL) 2-Ibd COMMON PER FOOT 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS, POSTS,AND BATH TUBS. (U.O.N.) FLOOR FRAMING x �� AT STUD TO FLOOR ASSEMBLY To STUD CONNECTION 0 16"O.G. NI IIII JOIST TO SILLTOP PLATE OR GIRDER(TOE-NAIL) 4-8d COMMON PER JOIST AX.D FROM 1. ALL BEAMS, GIRDERS, HEADERS, ETC. TO HAVE A MINIMUM OF 4" BEARING. (ONLY APPLIGIABLE FOR TWO STORY CONFIGURATIONS): BRIDGING TO 101ST(TOE-NAIL) 2-8d COMMON EACH END "� " SUPPORT FLOOR JOIST-END CUTS 8. ALL WINDOWS TO BE IN CONFORMANCE W/,ATTACHED ENERGY STATEMENT W/ ■ ,i �1- FOR STRAP- $d COMMON NAILS 0 EA END OF STRAP BLOCKING TO JOIST(TOE-NAIL) 2-8d COMMON EACH END "' =� MODELS NUMBERS ON PLANS. FOR�OF EA.PLATE TO PLATFORM ABOVE � 0CL OF EA.PLATE TO 1. PROVIDE ATLEAST(I) WINDOW (OR.DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY BLOCKING TO TILL OR TOP PLATE(TOE-NAIU 3-Ibd COMMON EACH BLOCK MI/ PLATFORM BELOW- L 1E2 d COMMON NAILS 0 16"O.G. ms..--.-,.. G ALTERNATE11.1 IU ESCAPE. IN CONFORMANCE WITH N.Y.S. CODE SEC. 8310 MIN OPENING OF 5.1 5Q. FEET LEADGER STRD TO BEAM(FACE-NAIL) 3-I6d COMMON EACH JOIST CONFIGURATION D ( 5.0 50. FEET 0 GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44" OR LESS) W/ JOIST TO LEArGER TO BEAM(TOE-NAIL) 3-8d COMMON PER JOIST - MINIMUM NET HEIGHT 24' AND MINIMUM NET WIDTH OF 20" (OPERATION W/O NEED - - - BAND JOIST'i;.301ST(END-NAIL) 3-I6d COMMON PER JOISTI " `_ D/3 MAX. " FOR TOOLS) BOTTOM OF OPENING 0 44" MAXIMUM A.F.F. w AT STUD TO FLOOR ASSEMBLY TO SILL PLATT(S)CONNECTION ® Ib"O.G. 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION 8613. BAND Jolsr Ti SILL! OR TOP PLATE(TOE-NAIL) 2-I6d COMMON PER FOOT �- - smosmin_n_ _lk n__ qi ALL GLAZING SHALL COMPLY WITH SECTION R305. ROOF SHEATHING �II I M N FOR STRAP- 3 8 d COMMON NAILS 0 EA.END OF STRAP (� ''' �M� FOR d OF EA.PLATE TO PLATFORM BELOW- I._1 II. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS 8311.5 TO 8311.5.1 STRUCTURAL PANELS: (SEE GRAPHIGABOVE) A ��!'•�� I d COMMON NAILS® IG,"O.G. RAFTER CEILING JOISTS in l 12.1 MOISTURE VAPOR BARRIER 15 TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE: PERIMETERINTEEZONEO 8d COMMON 12"O.G. IIIIMINIMim1�� ZONE 8d COMMON 6"O.G. N0 21101" i INSULATION IN ALL FRAMED HALLS, FLOORS, ROOF ANt) CEILINGS COMPRISING 6ABLEWALL EDGE ZONE 8d COMMON 4"O.G. ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION NI102. CEILING SHEATHING 13.� ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION 8105.2. "51MP5 EQUAL)LTP4 D/3 MAX. (OR / 0 1-- G'fPSUM WALL90ARD I 5d COOLERS 17"EDGE/10'FIELD f ELECTRICAL: WALL SHEATHING 1 i gi .„ I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE STRUCTURAL RNELS 8d COMMON 6"EDGE/12"FIELD ! RESIDENTIAL CODE SECTIONS FOR ELECTRICAL CODE OF NEW YORK STATE. GYPSUM WALLUARD 5d COOLERS 7"EDGE/10'FIELD TYPIGAI.. S( GTICH TAIL. 2 IN.MIN.FROM TOP II ' 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION Q PIPE OR CONDUIT k)FLOOR SHEATHING (SUBFLOOR) AND BOTTOM OF JOIST II m u OF WORK. • 3. EL_EGTRICA.L WIRING AND EQUIPMENT TO COMPLY W/ CHAP I ERS 33-42 STRUCTURAL P,<1ELS D(ACTUAL DEPTH) N v AND LOCAL BUILDING DEPARTMENT. I"OR LESS 8d COMMON 6" EDGE/12"FIELD 0 N V 6REATERTIIAN I" 10d COMMON 6" EDGE/6"FIELD 4. SMOKE DETECTION AS PER N.Y.S. CODE SECTION R3I3. I-MAX WAIL HEIGHT FOR 110/120 MPH ZONE,EXPOSURE B 4 SPACING® 16"O.G. 15 14 • GUTTING DRILLING AND NOTCHING DETAIL ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD HIRED. FEET; EE PLAN FOR ADDITIONAL SPECIFICATION IF APPLICABLE Q --� 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION RMI502 OF JOISTS ff1 11.1 \O6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. 111 �, } FOUNDATIONS, CONCRETE AND MASONARY: NAILING 4 STRAPPING @ EXTERIOR WINDOW/DOOR HEADER 0 TABLE 8301.2.1.2 v I ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2. SOIL ASSUMED TO HAVE A MIN!MJM BEARING CAPACITY OF (I)TON /SQ. FOOT. FOR WOOD STRUCTURAL PANELS abcd Z d- >rq �' " BELOW GRADE. U.O.N. STEP FOOTINGS 01:2 RATIO r 3. FOOTINGS TO REST A MIN .,-O (1' RISE: MAX:) si 7 NOTE IR I V - s Z 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON FASTENER SPACING FASTENING SCHEDULE B ` ALL STAIRS, HANDRAILS Q W FASTENER 4 foot 6 foot I 1111ti-41- RAILINGS SHALL COMPLY 1- PLANS. N.C.N.) OC 1SPE Panel span <panel span <panel span � ROUGU H OPENING FRAMING REQUIEREMENTS FOR WINDOW OPENINGS W/ RGNYS SEG. R-311 TOP PLAT1=5 I_- (� z<4 foot �,///////////v////////iii/i//////iii//iii/////1l♦l Q5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF <6 Foot <S foot / .� UJ _ FRAMING OR PROPER BRACING I5 IN PLACE. A �`, [IN ACCORDANCE WITH WOOD FRAME I �/4 C NTTRUGTION MANUAL 2001 EDmON.1 p W w 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. 2y2" #6 �� q" (I\,. NOTATION " x L)1 Q 1. ALL OPENINGS FOR 65 FLUES,UTILITIES,ETC,. TO BE FILLED SOLID WITH CONCRETE. Wood screws 16 12 D ROUGH A B ODE F BORED HOLE MAX. Z Ik Z ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/ 1/2" SPACE 0 OPNS DIA.40 PERCENT IU (1 J SIDES AND ENDS. U.O.N. 2Y2" #8 12" B EOF STUD DEPTH -S. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH 0 25 DAYS OF Wood screws I6" 16° G 2'O" 2 1-2'X 4" I I I IIii LI 0 j 3,000 P.S.I. ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. 41-0' 4 I-2'x 4" 2 2 2 2 z K to 3,500 P.5.1. GARAGE SLAB/ EXPOSED SLAB ON GRADE /POURED STEPS. t 2-2"X 4" 5/8"MIN.TO EDGE Q • O a.This table Is based on 110 mph wind speeds and a 33 foot mean roof height. k 6'-0" 6 -ce- 3 3 3 3 Q Z 0 1. CONCRETE SLABS TO REST UPON MINIMUM b OF FINE GRAVEL OR SAND WITH b.Fasteners shall be installed at opposite ends of the wood structural panel. F I-2'X 6' MINIMUM EMIL. POLY. V.B. (0 OCCUPIED SPACE) AND WITH REQUIRED INSULATION. c.Nails shall be 10d common or 12d box nails. IIIIIIIIII 2 2"x 4" a,z 0 HARDWOOD OR STEEL HANDRAIL DI 5/8"MIN.TO EDGE ---I O 1 d.Where screws are attached to masonry or masonry/stucco,they shall be 8'd" 8 11-2 X6' 3 3 3 3 X z W/ 11/2" MIN. FINGER CLR. AND NOT O 0 1- 10. ALL SLABS ABUTTING FRAMING FLASHED A5 DETAILED IN PLANS. attached utilizlnq vibration-resIstant anchors having a minimum ultimate O NOTCH MUST NOT j 0 II. BRICK VENEER TO BE ANCHORED W/(I) WALL TIE EVERY 32" O.G. VERTICALLY AND withdrawal capacity of 490 pounds. 101-0" 10 2-2'X 6" 4 4 4 4 O TO PROJECT MORE THAN 4.5" EXCEED 25%OF I-- 114 FROM i i E WALL. STUD DEPTH I ",, iii 0 I-` O O EVERY IS O.G. HORIZONTALLY W/FLASHED JOINT 0 BRICK LEDGE OR RELIEVING ANGLE 12'-0' 12 2-2'x 6" 5 4 5 4 /Q w V WI WEEP HOLES © 4-O O.G. MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. CHAPTER 3 BUILDING PLANNING � G / I BORED HOLES SHALL NOT BE O`" IF HOLE 15 BETWEEN 40%AND 60% 0 t,yn I �, I EXTERIOR OF FOUNDATIONSECTION 8301 DESIGN CRITERIA 4- LOCATED IN THE SAME CR055 I� OF 5TUD DEPTH,THEN STD MUST BE V12. APPLY (I) GOAT OF A_PHALTIG BASED DAMPROOF NC TO • SECTION OF GUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO I- UI 11 FROM FOOTING TO 2" ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF "AND A MAXIMUM SPAN a �� '�< ` {- JACKS +E KINGS '"� STUD AND SO51VE STUDS ARE DOUBLED Z CODE LIMITS. OF 8 FEET SHALL BE PERMIT ILA,FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. `I,;:• WRAPPED UNDER rt) ' AND BORED ^ 13. THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION RIOOI. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE a SILL PLATE q" ( WOOD STRINGER, :� Q z PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL �M TREADS, d RISERS lU O 1 BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE i PLUMNG FUEL GAS. AIG: WITH THE PROVISIONS OF THE BUILDING CODE NEW YORK STATE. NOTATION: NOTE:CONDITION FOR EXTERIOR AND BEARING WALLS. O v Q 'b" I. PLUMBING TO COMPLY WITH S.G.D.H.S. AND THE BUILDING DEPARTMENT. 0 IL A-NUMBER OF bd NAILS 0 EA.END OF STRAPPINGS(TABLE 3.7,P.157) 4 (TABLE 6A PAGE 316) I v4° NosINC� DRILLING AND NOTCHING DETAIL 0 IL z l� _ T 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.G D.H.S. REQUIREMENTS. B-NUMBER OF SILL STUDS-0N FLAT(DOES NOT APPLY TO DOORS)(TABLES 3.238,P. 193) O , - z (y 3. PLUMBING, MECHANICAL, FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL 0-NUMBER OF FULL HEIGHT KING STUDS 0 EA.SIDE OF HEADER(TABLES 3.230,P.193) OF STUDS Q 1� TABLEDE8301.2.2.2.1 0-NUMBER OF I6d NAILS.END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ** MINIMUM WIDTH OF STAIRS TO BE 3'-O" SECTIONS FOR PLUMBING CODE (CHAPTER 25-32), MECHANICAL GODS (CHAPTER 12-23), DEAD LOAD 0 EA.SIDE(TABLE 3:1,P.157) 4 (TABLE 6A PAGE 316) AND FUEL GAS CODE (CHAPTER 24) OF NEW YORK STATE. 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS ROOF/CEILING ROOF/CEILING, E-NUMBER OF JACK STUDS 0 EA.END OF HEADERS(TABLES 3.22F,P.191)AS=JIME DBL.HOR 5TH I S TA I LDWC� NO SV GAST IRON BELL (HUB) AND SPIGOT BELOW AND THROUGH CONCRETE. DEAD LOAD DEAD LOAD F-NUMBER OF Ibd NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END OF 51LL(5) 5. THE EX. HEATING/A.G. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF HALL SUPPORTING 15 PSF OR LESS 25 P5F 0 EA.SIDE(DOES NOT APPLY TO DOORS)(TABLES 3.8,P. 157)4 (TABLE 6A PAGE 316) N-s7frikyPROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. ROOF ONLY 1.0 1.2 N.T.S. . . ROOF PLUS ONE STORY 1.0 1.2 rr �— NOTE 1 NOTE: THIS PROJECT SHALL COMPLY WITH THE THE HEATING, DHW AND AIR CONDI TONING MECHANICAL CODE OF NY. STATE, SYSTEMS MUST MEET OR EXCEED THE v GHAI'T tR5 12 THROUGH 24. A(0 p SPECIFICATIONS GALLED OUT ON THE ENERGY �� STAR COMPLIANCE CERTIFICATE. THE PLUMBING CODE OF NY. STATE, �� CHAPTERS 25 THROUGH 32, , \ %/%/7.%/7%/22///227////////////////2:////////////i%i///////%//////U////ii///i4 S 1. THE ELECTRICAL CODE OF NY. STATE, _----- ,�,,,.� ----- ,a CHAN I tR5 33 THROUGH 42. NOTE CZ w ALL LUMBER THAT COMES IN CONTACT WITH p % CONCRETE SHALL BE A.G.Q. LUMBER. CO Q NOTE: /T////////7177////////// //////7/i /////////////////////////////////.t --------' N , , , 111 TO THE BEST OF MY KNOWLEDGE,BELIEF AND .....�� PROFESSIONAL JUDGEMENT,THESE PLANS AND/ dr� / �— /� ,.....,...... .. ._.., ,,...,....,_. .., OR SPECIFICATIONS ARE IN COMPLIANCE WITH 5 5 _______ THE 2010 ENERGY CONSERVATION CONSTRUCTION CODE. / _� _—� � �/ i NOTE >Y ° ICE SHIELD TO EXTEND FROM L ROOF EDGE TO A MIN. OF 24" til NOTE INSIDE OF EXTERIOR WALL LINE i/ THE PROPOSED DWELLING HAS BEEN /////iiiiiiiii/////illi,/illi///////////ifii7iii1 -I DESIGNED TO BE IN CONFORMANCE WITH THE2 . ^ , \\�/ L.,_ 2010 RESIDENTIAL CODE OF NEW YORK. dp�\ i// `` / -� \\� li/i,i//,li"/iii/lull/%,.,/•,, ,///ilii//i,/i/iii/ii//////!//////ii///////,4 �/ �/ Q D_ q RAA NOS • . , ___ ___ , ...,........,___., _____._ ____ „.. .„ , _ ______ _______,,..... ..„..............„... ______. , , , . ) ..„.... ________ ...____ .......___ )--,-----„,,,, \ `-6...-111*:',\H , dp ........ 2,...„,,,, N 11 4 4 „ „ ,_.,... .., 0______. _____ . /,,,,/,/ __ zI ..,: );1. /,. - ' - _. - -::::::1# __ , ..._,_ co, R 0 ------ ______ `'/,'i to 1 p , ‘ / ,...........„....... '_ 2 ,. (7)\() \\,7 L.r • , E SHEE ----- . ..„.....„.„, ..,._. , . , ....,....... , ,.......... ,-, , , , 1), — ! !\/AONS _� I , '-- ._ —T— , ..il:;;:17 .e. - ..i c s r,a t..5 -----" OLJ \ ----____-- AI , E ___„A 1 , 5 • • �.d.,�r^��`'g; ,�'�e�,4�`!ii a ,'i t: .r{+ -,_... ...,� LLJ r�l,� ` 0 `--I' t4 .r•�`q-h ,-f"�1 Y f_ 5 q` �I V 1 � � -y” Q aI RS__„ S — ON M $ _____ ________ � ® PANS a ,, . �' 4 ,, � id- ----._,... 05 5 .. , . .- NEIN No, 1 oN A I ; 5 -�_ , I SER , HINOIAI $ , , ILI P : t ),,,t.;:'na.t'.n.t Yt..9i 'i', ..,,. F_,._6..) �—A I , 5 h j ., eEN,.._,:______RA, NO ! S . ,, , .. .. .. .• ,, a . . �l�.. , 0 1 .. , , , „it .,..,. ,,. ,,,, , . .,.. „. , . ,.,,,,;,, , r7,' , !`°, „ ••—k. , REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION 1 PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION II rr� ,rF Q SECTION 1265.4 SIGN OR SYMBOL • $ (A) EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTAIL • t i STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED HOOD CONSTRUCTION AND/OR TIMBER ' �vX CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. :, ° `� ' (B) THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE .. EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: �- i (I) IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE FI FGTRIG BOX, f.` \ OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR `" I SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX, THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF `, THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE FI FGTRIC BOX;AND , (2) IF NO ELECTRIC BOX 15 ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF, IN THE OPINION OF THE i V �I I _ AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN A PLAGE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER t v EMERGENCY AT THE RESIDENTIAL STRUCTURE, THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION Af't-'KOVED THE AUTHORITY HAVING JURISDICTION A5 A I LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER d.„ '` Q — -----s. EMERGENCY AT THE RESIDENTIAL STRUCTURE. Yt, el `Y� (G) THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF I' i OCCUPANCY OR A CERTIFICATE OF COMPLIANCE, THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL • _ : ', 4L� HAVE BEEN AFFIXED. ,. s# (D) THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART Fru _ O AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT 15 AFFIXED TO AN ELECTRIC BOX WHEN ANY `,, `' ,.: ,-°"Y'" ' 0 CHANGE OR MODIFICATION 15 MADE TO SUCH ELECTRIC BOX, THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE " e 1— _ r SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, '`'F ` 7 \? r: HORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE a it$ O < ti L = OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY • `� OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT ILr ?: I T- 7. MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS j }lJ I - ! TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. ? . ; I F` I (E) THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER j 1— til C_ �- R CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(I) THE SIGN OR SYMBOL SHALL CONSIST . - S 0 : _) OF A CIRCLE SIX INCHES (152.4mm) IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH (12.7mm). THE BACKGROUND i ''nn I0 0- 1 0 z OF THE IN GOLORGN OR GONFORN11�N60L SHALL BE REFLECTIVE WHITE IN TO PANTONE MATCHING SYSTEM(PMS) *left. g�THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED i :.__ . /;%/ "/ %/ /% / ' / / /// V O U!II I t'J tC (2) THE SIGN OR SYMBOL SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, j / //,,,' 'i z‘,''/ ,j '� y _II —' THAT A SIGN OR SYMBOL APPLIED DIRECTLY TOA DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER /,-/ // /.. / / / _j OR DECAL. /,.' (3) THE 516N OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE ,:%;//'/, '';/ , //// ' /.' CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: I ::%,/''' ,/, /, / , I 1) I (I) IF THE RESIDENTIAL STRUCTURE 15 SUBJECT TO THE PROVISIONS OF THE RGNYS,THE CONSTRUCTION TYPE j /'�'%/j„ ' 4 j / Q l' 6 r I DESIGNATION SHALL BE "V AND r / % / / / — R // // ,,,/ /:/ Y _� 11 (IU IF THE RESIDENTIAL STRUCTURE 15 SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE `" n DESIGNATION SHALL BE "I", "II", III', "IV",OR 'V TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE : owe �F eg ,,,;.. ws "%i.,: '/ %" i/ /, / STRUCTURE UNDER SECTION 602 OF THE BGNYS. --.. ,-- , / j/,./ , �'. / '' /� O (� ri i /o i�ii iii ri/' // ® _ (4) THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(5) 0 I— ('n O CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED HOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION O 0 �' STRUCTURAL COMPONENTS A5 FOLLOWS: -_ (I) "F" SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; �' J =f1 (II) Rn SHALL MEAN ROOF FRAMING;AND (III) "FR" SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. (5) THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN Q Z �n OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE LI LU 0 SIGN OR SYMBOL. PLOT PLAN 0 v II' FLOOR SCALE: N.T.S. I-- O () u - w R_ I �- :� I ,,, c,, ...,. ) 7 NOTE �I rv til l o �� SURVEY DATA HAS BEEN TAKEN FROM A SURVEY PREPARED BY: JOHN EHLERS �1 DHe NO LAND SURVEYOR �� BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN/SYMBOL DURING FINAL INSPECTION. % RIVERHEAD, N.Y. / .iiiii//ii////ii%/ii7//i/////iiia////i,ii7///L%i/,%//i/Y//iii,'i/l//,/J//i/l//////////////1 illaillailli ,� ; f/ 1 _S CI CZ sdi':.11 Q )F OVER ROOF I IIIIMIIII -I 2 x 8 RIDGE CONTINUOUS RIDGE VENT 4 RIDGE HEIGHT Q '3 SRIDGE VENT Z CONTINUOUS RIDGE VENT 0 ERS® I6' O.G. ''t•- --- - - -- 0 7D SHEATHING i #15 FELT ED BY OWNER) ASPHALT CZ 7E TGE SHIELD kt,` ��12 ASPHALT J `► SHINGLES 441■ 1r-18 SHINGLES O ..■1■■■1 �Ios — m 12 AIIIII■■IIP,IIIII■■I1■I■1\. _ .d 8 . 1111■■II■Ii 4111111■■■11. — LLI .l■■Iib.. 411111 ■■i■■1■1•11■II■II■■1■■II�. ./■1■ b. .dIII■■■1■111■■■1■1I■■I■��111■■■IIIb. _ ICE SHIELD - O !'I■■i .4■1■1I1/;l1!u■111►. .d■11■■■I■N1■■■I■III■■II■I\I•■11■111■■�.. — — 2 . 441111WROMMIlt. '411/MISWIMEEMENIMIIMMIN , ci 1■■II■IIIiltiIIIIII■If iUIUUII■1C\III■III■■III■II■■II■III■■ GLC. HT -� GLC. HT _1 ' \ - — WfesWIN HT .._.._._._....._.I■1■II ■IIII■II■I■■I = 11■■1■■■■IIII■1 - ■■1■ - A JI WIN HT • - _1 III■ 1■II■■■■■II 11■■■1■II■■■■1 =MI =II 11111111.111.111 M" LEE■I■I■1■■II■11 II � \\ // \\ O SEMI ■■■■1■II■■■■ = 111.1■■ ■1 ■ ■II■ MEI / \ . \ 1 � ■III■ �� 11111■II101111111111III■III■111■ = II■III■I■1■■■1 _ ■IIII■1■IIIIIISEMII 4 w EMUS OVER ROOF II ■■■■1■■1■■■■ • _ 'I■II■■■■1■II■1 . d' 2" x b" RIDGE EMI �� ■IIII■■■■■I - _,!,I'1III■■■I _ SOME < 15 RIDGE VENT1 , - FLASHING n _LL11 L ■ 1L _L �� i1 U ■ Li •_ • 1 L ��_■ _I_1 LI ERS HEA O.G. m ASPHALT ICE SHIELD OD SHEATHING 6 #15 FELT ICE SHIELD SASPHALT _ FIN FLOOR SHINGLES _ FIN FLOOR U Li ED BY OWNER) I 11111111116 I SHINGLES - •CLG. HT VINYL SIDING` GLC. HT DE ICE SHIELD A P_ `--- Z1' 1 1l 1 1 'I' '5i In' z ► 1111111r_ r ■II�■I1 _■_ ■_��_�_�� - WIN HT - WIN HT 0rjI_ .E7 IDIMPRESSIO INS II ■■■ MIME III III ■■■■I■�■■■�11 J II ` I I ( �I�1 �•�� 1 ��M�1�1 i i , = ��1 ��1 II■II e ■I■III ■ • — ■■■1■■■■■■I 4f 1■11 III■■■I■ _ = ■ \ - �III■� ■II�III ',I��s�l L•� ��a IJFkOOR ■IIII I■1■I -11■■■ — o ■■�■■ =i �m �= C 36 RAILING 1- ■■1■II ■■■■I 111 .� 1 1L1ILtLt1 11 ninny 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 o IIII= MIME I \ cz ' I III UMW A I I VIL SIDING-. I I I c '_ �■■1■III II■■■1III■■I ■1■III I I 111I LIM1111111 1 1 F ® ELEV. 13.0 d d SEAL ■IIII — IIII= , I I FIN FLOOR® ELEV. 13 RED IIIMM 111111 c., N.A-ARC' III III■■I ! - 111111 ♦♦ ♦♦j♦j♦j♦j♦j♦j♦♦j♦j♦ ♦♦j♦j♦j♦j♦j♦j♦j♦j♦j4 j♦jj♦♦j♦♦j " ..., ' le , n ■■III IIA■■ ♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦4 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ // \\ J� _ . o -a ■■1■111 MIMI (SJ ♦ ♦ ♦ ►♦ ♦ / A.II: _,----;SF-0 ♦ LATTICE WORK. ♦ LATTICE WORK. 1LATTICE WORK. ♦ 1, \��: 'y -• '� 1►��4��4��4� ��4��•t cam■ - AVG. GRADE ® 8.45 rW1 cP� ..i '""4-�``> AV RADF 8 45 -7 ` 94 6 5 4 I 4 °P NEW�� I m rlI 4- -' L_ 8" X 16" FTG. -I I I- -I I- L -1 i_ -I I- 1 J I r -1 r -1 r 1 r -I 1-r---11 --- T- -I r -1 r---- �1 L_1 J L 1 1 I L 1 1L---J ..� L I LJ 5" X I6 FIG. L J J ELEVATION 4" x 4" POST ANCHORED ON FRONTELEVATION AR EL ,ATIO� 10 SONO TUBE BELOW GRADE DE AND 4"-6" ABOVE GRADE 111 1/4"= I'- 0" I/4"= I'- 0" 0 < MI I I In 1 Q In I v CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT I- l- 12 12 n 4 ASPHALT 6 6(/ I I SHINGLESCONTINUOUS RIDGE VENT TGE SHIELD I- \\ TGE SHIELD- `J I,I \ 0 1- `1 W Ti ----- 411-0"/ ).-0 4, .'-o'" ,_p, V } �. lU VINYL SIDING O VINYL SIDING 0 I- )_ ,'- I- CONTINUOUS RIDGE VENT Z0 K - -7- Tr. 2 6 CONTINUOUS RIDGE VENT `L 4 z ?R --- 12 !ll iii II I,:_ 1 _____ TGE SHIELD_ Q5 !- 1-VINYL SIDING l r ____- Il_p• y VINYL SIDING )1-0'� "1/ 1 W I. FORD-4 1 �•,r' — ill i 36" RAILING / 36 RAILING 11 I Q 6 0 0 �' r - —T in 1 Y. 134 : : : : : O O 0 I O 1!1 �� .. _ t . ♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦ —. NO .j �- - 0- Lu I I —/'♦♦♦♦•�4 ♦ LATTICE WORK. � i/ \ . // \\ ♦♦♦♦ ♦♦�` — /i \\ •- -_•�k. _— -1 :s• l-iR ADD i ♦♦♦♦♦♦•♦ GRADF � II Ill 0 �tl (, I i L L-J L 1 1 I L L J — L _J 1 IL v < l- 0 L. (Y J c 4" x 4" POST ANCHORED ON DWG NOIO"P SONO TUBE BELOW GRADE AND 4"-6"ABOVE GRADE LEFT SIDE ELEVATION ;�S == I e#HT 511:)! ELEVATION 1/4"= I'- 0" I/4 l'- 0 '/ JY i G lwI�``'' D NOTEI d d I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND J NOTE! 1-1-10 PO5T5 ABOVE. v mommummos NEW CONSTRUCTION DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND 0 STAIR HELL OPENING. POSTS ABOVE. 0 TO BE REMOVED DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND40:-0.. 0 H 2, ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS STAIR WELL OPENING. / EXIST'S STRUCTURE L.V.L., GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO j / 13'-8" y 26'-4" immilFOUNDATION, FTG'S, AND OTHER STRUCTURAL i 2. ALL STRUCTURAL GOL S THAT SUPPORT ANY HEADERS "� 1: GIRDERS OR HEADERS AS NECESSARY. L.V.L., GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO 6'-IO" 6-10" 3'-0" 4'-O" 14'-4" LI a° NEW CONCRETE FOUNDATION, FTG S, AND OTHER STRUGTURAL I / / 0 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS GIRDERS OR HEADERS AS NECESSARY. OI) FROM SILL PLATE TO TOP OF TOP PLATE BEHIND ANY � HOLD DN, HOLD DN, DESIGNATES DETAIL VIEW SECONDARY ROOF SYSTEMS, GARAGES, OR COVERED �� ;, r„/,r/ ,/„ „/,// ,; „/,,,//,, i �, ♦ ,� 4°x 4” POST ANCHORED ON L /i— DESIGNATES SHEET NUMBER PORCH'S, (ETC) ?% ,� � �� 10"� SONO TUBE BELOW GRADE j X- # 0d__ i/m"xi r �---- AND 4"-b" ABOVE GRADE 0 ,,a,__ (2) 2"x8" HDR i 12'-4.. - -- - -� A Q DESIGNATES SECTION VIEW / f � --I _ NOTE x o °`.<5 w ' • -' I X -' -' v ` DESIGNATES SHEET NUMBER ALL LUMBER THAT COMES IN CONTACT WITH r---1 m L_ o " 2" x 8" NAILER LL " p " -- 4' l'-4' HOLD DN, _ ' x 10"GIRDER! I V 1-"-----------� \ ► \ \ CONCRETE SHALL BE A.G.Q. LUMBER. �- I „---,r--- " II'' N I 1(3� 2 x 10 GIRTR '� \ 7 0 L __J "GONG FOUNDATION WALLI- %/ -8W ii /i/l//ii///////////////////////l/1/////////////////////////////4 HOLD DN. ; 16' x 8"GONG FOOTING. W 12'-4" % I v ILL/ 38'-8' U 31 /� U • 24" x 24" x 12" / X N , ` O ST � C� IC REOL) _ GONG FTS , W/ 3 I/2" STL COL, CZ v ELECTRICAL WORK WILL COMPLY WITH THE RESIDENTIAL CODE O NEW YORK STATE 2010 • 0I CHAPTER 33 THROUGH 42 §I d " 81 r N CELLAR `' I _ .0 w I 8'-0" DLG. HT ~ o `fl LA ENERSY STAR LABELED HOMES . • SO 4" GONG.SLAB k Zi) 0 o C U I DEL I NES m • I R-30 INSULATION IN FL.SSk- I m `• 1 W COOLING EQUIPMENT NG 14 SEER/12 EER L CZ (MINIMUM) HEAT PUMP 14 SEER/I2 EER 8.5 HSPF I ,� SI=AL COOLING EQUIPMENT ENERGY STAR QUALIFIED GAS FURNACE 40 AFUE;OR / 13'-0" �, 8'-T" �, 8'-T" �, 8'-l" / S EREb (MINIMUM) ENERGY STAR QUALIFIED GAS OR OIL BOILER 55 AFUE;OR ENERGY STAR QUALIFIED 5.5 HSPF HEAT PUMP;OR R-14 INSULATION /L -�, .(2- CO N, T90y OIL FURNACE 55 AFUE RUN PERPENDICULAR P• . 10" 12" ---d-L.- 2"KO** r c',e Ay? CEILING JOISTS 410: 10 161 .1'•••Pc, I I I I Q` Ii yf& irtAly,_, -.0,-- DUCTWORK LEAKAGE MAXIMUM: 6 GFM25/100 50.FT. OF CONDITIONED FLOOR AREA, I,1•�4S%4• '•• .��•�•�P.•�• r 3 ,, INSULATION MINIMUM: R-5 IN UNCONDITIONED SPACES I! 4 • •' • • • 46 • • �'° C'g 1••••�II�•��•••,�•�e�• /o F 4 65 h, 04 x••40:i ie 24" x 24" x 12" / OA'AIEW N(O�� ENVELOPE LEAKAGE 5 AGH50 MAXIMUM;COMPLETED THERMAL BYPASS CHECKLIST R-I4 INSULATION ` `•!��!.�••i��► �n / BETWEEN CEILING JOISTS %%1144 GONG FTS (TYP) .,>- L---� `.•••i Q W/ 3 1/2" STL GOL m FLAT CEILINGS(MINIMUM) R-38 (R-30 WITH RAISED HEEL TRUSS OR EQUIVALENT) •�•I�/� m 12'-4" i--p / `- 2-2" x 4"TOP PLATE .! VAULTED CEILINGS(MINIMUM) R-30(LIMITED TO 500 s ft.OF CEILING AREA) I _� _, 2 / r, 1 r q I/2"GYP BD. 0 0 • 1 1 -1`? To WALLS(MINIMUM) R-13 STUDS = ® R-30 INSULATION IN FL.JTS = ® j I 1`__ FLOOR(MINIMUM) R-14 S/ rn I LJ x x BASEMENT OR GRAWLSPAGE HALLS(MINIMUM) R-10 CONTINUOUS OR R-I3 CAVITY UNE�C Y "I ED m m • 3,/ �cIU k q SLAB EDGE(MINIMUM) R-10 FOR 2 FEET MINIMUM BACKFILL TO `9 Lor___� 0 WINDOWS (MAXIMUM) U-FACTOR WINDOWS<.35 AND ANY SHGS;SKYLIGHTS<.60 AND < ANY q55� COMPACTION `Tj / 2'-D" �, / � I A 25-8 51166 l 1 i T") ATTIC- fl ULA O� TAIL L 8" GONG FOUNDATION ALL W/� # r t� HATER HEATER EF(MINIMUM) GAS OR OIL: 40 GAL=0.61/50 GAL=.54/15 GAL=0.54 n.ts. -Ib x 5" GONG FOOTING. i if/i�i�ii� v , OR: INSTANTANEOUS WA I tK HEATER OR INDIRECT-FIRED STORAGE TANK WITH ________________ _______ z. [) F HOW PN./ \ \HOLPPM.BOILER 2" x 8" NAILER LAG BOLTED ® IU I LIGHTING AND APPLIANCES 500 kWh OR 650 kl^h SAVINGS REQUIRED FOR ALL NYESLH v ELECTRICAL kWh SAVINGS NOTE X 79 I- MECHANICAL VENTILATION AUTOMATICALLY GONTROI I Er)MECHANICAL VENTILATION SHALL BE INSTA1 I FD ALL LUMBER THAT DOMES IN CONTACT WITH N -1 u_ 4' x 4' POST ANCHORED ON ~ CONCRETE SHALL BE A.G.Q. LUMBER. `� ACCORDING TO NYESLH TECHNICAL SPECIFICATIONS i% 12"4) SONO TUBE BELOW GRADE (-4 AND 4"-6" ABOVE GRADE V COMBUSTION SAFETY TESTING REQUIRED FOR ALL NYESLH(SEE NYESLH TECHNICAL SPECIFICATIONS) %i/iii///ii////////////) Z///iii Z/////////Z Z2/iii////////// /iiia L J (2) 2" x 8" HDR \ \ ;-,, j; / �n.�)_ 8 HDR \ / _(�2 x 8 J_ID_R \ �2��x 8 HDR I — p d tsi) W IRS' HOLD DN. HOLD DN. \ �y V •1�.. ATTR M!N' OPTIONS / 2-10 5-0 il, 2-10 6-4 / 6-4 6-4 — / 13'-8" 26'-4" CI 40'-0" �".: "SIMPSON" HDU 441 2-I6d COMMON A jIII "SIMPSON" IU 2 Ibd NAILS® 6 O.G. 1 STHDI4RJ <A5 NAILS COMMON O.G. FOR fT1LL LENGTH il! gil 12 BEARING ON FOUNDATION PLAN 0 FOR FULL LENGTH OF STUD WALL STUDo 5„ OF STUD I° CONCRETE HALL Pil ' i/4"= I'- 0" �; r��`/ I° BLOCKING® I- `_ r` o ENDWALL 0 } - 5/5"A.B.® 45"'0.G.WITH BLOCKING® ��/ f 1 :. J 1 1 IL < } 1 3"X3"X 14" PLATE HASHER ENDWALL �� ` !• . W IIIZ El �,�/ / �, 1 RIV � 1- - N� `�, 111 °., .NE#4 I= 111 N 7 ('• � 2"xb"SILL PLATE I) °a � ....„-N.: REBAR X 0 Z V. Z '-ICONCRETE WALL ° °° O O N N ION I Q 111 C 1 a ° 111 IU 1 / ° 4 4 Z Q' to Z m 5/8'm THREADED ROD EMBEDDEDo�'` ANCHOR A l� 3 1/2" FOR HOLD-DOT N ANCHOR 12 1/2' INTO CONCRETE ..0,,,�- 2"xb"DECKING 2" x 6" FLOOR JT5 ® Ib" O.G. �j iv 5/8"X12"ATR ANCHOR �° II \I"00"-, \�. BOLT SPECIFICATION DECORATIVE MOLDING 2-2" x 5" HEADER K MIN.5.5" EMBEDMENT Mi 1 3° _ " " SET IN AGRYLI G TIE ii 12 MAX 12 MAX0:-.410-41..,: lk " " Q O T�ADHESIVE(AT)IN. li 4 x 4 POST ANCHORED ON `� z -s. 6'' MIN 6" MIN ! 6-8d GOMMION 0 '�/ 10 x 36 FTG.BELOW GRADE AND 4"-b' ABOVE GRADE a] I V) \ ` n O co 2-Ibd COMMON1 14)141 STH"SIM)7 RJ" i\X z FILLER STRIP 3-IOd COMMON 6-8d COMMION C OI�= AB POST BASE BY SIMPSON I-- — • N RIM JOIIST NAILS® 6'0,G. M r FOR FULL LENGTH 'IN „ „ OF STUD I �� ;� 4 , n 0 m 7 •. 12" . \ v 1 BEARING ON WALL STUD "SIMPSON"HDU 0I-o" 3' " 2-Ibd COMMON CHORBOLT® 3b"O.G.FOR 2 STORY PORCH COL'S TO HDR. PORCH DETAIL TO HR. wIIL'J NAILS b"O.G. " A4IOR BOLT® ?2"O.G.FOR I STORY CONNTOR P05T W/ FTG. GONNGTION ~FOR FULL LENGTH, � OF STUD " AHOR BOLT® 5TX O.G.FOR SLAB ON GRADE Q � —FOUNDATION ANCHORASE DETAIL ua o cp ANCHOR BOLT® 23 0.G.FOR 2 STORY° "a ONE 41 R :ANCHOR BOLT® 46 O.G.FOR 1 STORY 11 REBAR OR ' ANCHORBOLT® 36"O.G.FORSLABONGRADEPLP�N VIEW ° ° �''�' ""`° 0 L` (AS PER WFGM TABLE 3.2G) °` ° 'n� ' W 0 E- IO 1:--- 7-: 0 " ANCHOR BOLT® 36"O.G. FOR 13 STORIES I� ' I.MEIN.T"EMBEDMENT INTO CONCRETE 14/3" Simpson Stron -Tie NOTE 1u _ w 'SQUARE HASHERS AND END NUT SETUP �P 9 ° --1 Q I1.I d +.� I. MIN.1" EMBEDMENT INTO CONCRETE ° ° a � ° ° 4 ° /r : ALL LUMBER THAT COMES IN CONTACT WITH Q- v d 1- Di \( w/3" SQUARE WASHERS AND END NUT SETUP ° a 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR AP. % CONCRETE SHALL BE A.G.Q. LUMBER. DWC NO2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR I, 0\ ° ©R REPLACED BY HOLD DOWNS FOR SHEARWALLS OR REPLACED BY HOLD DOWNS FOR SHEARWALLS `\� � r r �' 3. 1 -ANCHOR BOLT 15 TO BE LOCATED BETWEEN 6'MIN, 30 II \I2 CP� "0. 1/8"cP THREADED ROD EMBEDDED 3.1 -ANCHOR BOLT 15 TO BE LOCATED BETWEEN 6"MIN. /7/"////"''f%',,'%'//////,, ,,////,////%////%////////iiiiiiri it �� TO 12 "MAX.FROM ENDS OR CORNERS '"//,t 12 1/2" INTO CONCRETE TO 12 "MAX,FROM ENDS OR CORNERS 1y''ilI / k / 4. CONC. BLOCK TO BE FILLED SOLID® ANCHOR BOLTS. II 4.GONG,BLOCK TO BE FILLED SOLID® ANCHOR BOLTS, 22 MM��Iy�� ' ANY ROOF PITCH 1:12 OR GREATER CONSTITUTES AN ADDITIONAL STORY SIDEGOVER / 6 I I`/ Y. / 40-0 / NOTE! J 13'-8" / 26'-4" ,r NOTE! I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND v 8'-6" 5'-2" 7'-6" 13'-2" s-8 ? NOTE. ALL EXTERIOR WALLS BEHIND TUBS POSTS ABOVE. O / / / / / ; $ SHOWERS SHALL BE INSULATED DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND ATTIC ACCESS MUST BE BACKED d FINISHED WITH GYP BD. BEFORE STAIR WELL OPENING. I WITH R-10 RIGID INSULATION. ; INSTALLATION OF FIXTURES. I i,.."7///////// , 2. ALL STRUCTURAL COLS THAT SUPPORT ANY HEADERS /ice//1///itri//ii/L i/i/i////i/i////////ii///i4 �i/////////r//////i//////rr.7///ir/ ,,.//. rr//i/i//////1 L.V.L., GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO FOUNDATION, FTG'S, AND OTHER STRUCTURAL L / 401-0" / ! GIRDERS OR HEADERS A5 NECESSARY. / I6'-2' / 5'-6" / l0'-5" / -I'-II" / % 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS to © - BEHIND ANY SE�ONDM IARY ROOF SYSTEMS, GARAGES,LL PLATE To TOP OF TOP OR COVERED ICPORCH'S. (ETC) tu j" i :' fl A DOUBLE ROOF RAFTERS d TRIMMERS AROUND SKY-CITES� rV ��I \\ ® ROOF � LOV�I ® \taA -1Lu 2"x 6" DECKING • t I N V N SHOIAER HEAD \ SYMBOL L N}"� i li■/vl.• i/ _ I H. • •.NA. A11125 FM 3 e— -- ♦ ♦ ♦ 1!EM -- __ \ IL rim.(2) 2" x S' HDR (2) 2" x 5" HD' I (� 2—•10" HDR I—� I(2 RI q'-2" u 2) 2" x 8" HD- (2) 2" x 8" HD (2) 2" x 5" HDR O r--3rC'r—=_ ■ ® SAT NEW CONSTRUCTION 1' vv w I I IO'-6"VAULT.GL6 O v O �) I N • I '`� I 5'-0" ® , (L REF. ,- TO BE REMOVED Q N tY' ' 26'-O" O E WIG o Sy_c / g 3 I - ,— ® kn - Si 0I `° ® � ® � / v. / 0 o o EXIST'S STRUCTURE u-I N' m Q o _ , N w VAULT LINE x p <a, Q 13'-0" w I q Ix o .71 " �' -125 CFM L - �� V.L. _� NEW CONCRETE S' I.:7 N U E ATH I5'-2" v tu ii I Q / 3,_b" �_ SEAT 101-6"VAULT.GL-6 -- A lZ� - M.V. / / DESIGNATES DETAIL VIEW BDROO M I I��7 ROOM �' X N o 12 GR./ n v �� DESIGNATES SHEET NUMBER z 611-0" GLC. HTI �- I Q 5EDROOM X d ! . 1-0" DLG. HT I p m • 03 ♦ @* Q a ® 10'-6'VAULT.GL6. O m , Q O O N 1 \ �� \ �___, .x Lyj DESIGNATES SECTION �/IEW in T • OSpG N • UO Q HALL \\ v fC�ispG' Z N A _ 2 I ■ \ O o FI FG \ �` DESIGNATES SHEET NUMBER '_ ® OII HD." ® � 5�. \ DOUBLE CEILING 5 x v --- �' - dJ 0 \\ JOISTS AROUND mlI" N U _ I TTIG CZ- ,T0 - DNLG 4 1 ft 5_611 - ,i ` I TGNSEAL MV. `fl - 1'-O" GLC. HT o O _ 2" x12" RIDGE _ i 2" x12' RIDGE / JGI. Q L. I 4" x 4" POST ' m - - m cED 125 GFM 13 011., _3 .2__ -•--. . LAS-- _- 0 HD'! (2) 13/4" xIIUS" LFUSHHR ill 0' 5-10 l0-8 2-4 Q oCLOTHES DRYER VENTING NOTE -Ares3-0" N N - - -- DRYER TO BE VENTED TO THE EXTERIORN 1 ■!.III' I! 18'-ION MASTER WALL OF DWELLING AND SHALL COMPLY -- im! mNOTE: III - �--- IHITH RMI502. ,,-1j•b29 65 -- I2-0 N INSTALL FIBERGLASS F OP- v ___ DOUBLE ALL FLOOR JOISTS r-- D RO O M _ ,� 3-0 /n\ PAN FOR WA5IItR d � �O UNDER PARTITIONS ABOVE. 8-O CLS. HT ♦ \ DRYER -- ' 0 DOUBLE ALL FLOOR JOISTS L I __ NI AND TRIMMERS AROUND `j 20-CFM. J 4, 3'-10" / (/'�� X• • 9 Lj o STAIR WELL OPENING. zc) O GL. R. � 13-0 I rIRrIUl / ~ I II _ N 11- 4" GONG SLAB m f g, Q x ® �i ® tiD GOMI�UTE.R " s/8° FIRE-RETARD X ® L I I NC ROO1�� , SDROOM / 2-0 / GYPSUM BOARD `n I is 1 I m 2 W ROOM 0 § I 8'-0" GLC. HT `\ , q-O GLC. HT _ ,� '� u `° �i 8'-O" GLC. HT O u ICI O CEILINGS $ WALLS 11 co • �. • tY ® CO ® 12 ®N AS PER CODE I Di, L + } Ou.. Ou. 7p _ Nw R-30 INSULATION p G L I x x x w IN CEILING N Q N g N N v USE Sd A NAILS SM THISS �/ IL © x / 15'-2" / TYJO DE OFTRUSS. �► 4" x 6" POST I cV 10'-6" TOTAL 4 -Sd NAILS e ' (2) 13/4" x 117/8" LVL HDR. Tv N2" N 2" " INTO TRUSS. 4 (3) 1 3/4" x 11 1/8" LVL HDR (2) 2" x 5" HDR (2) x 8 HDR (2) x 8 HDR �_ ---------------- �� . -.1 1,I�II_�Ic.4 !, • USI I I BUILDING LINE ABOVE (2) 2" x 10" HDR. ®'e HOLD D1 t, ®'" ®* ©* v Pi ICI 1I NOTE: Al--11111 � �n v - o p ll o o DOUBLE ALL FLOOR JOISTS p o _N o I ORGY `X :fl I ? NOTE: UNDER PARTITIONS ABOVE. A �' v N • x 71 2" X 6" DECKING cv v 7O SMOKE DETECTOR d DOUBLE ALL FLOOR JOISTS a110 ® � ® IU ~ • N V r ;CARBON MANOXIDE DETECTOR AND TRIMMERS AROUND ROO 5ELOlAi 0 0 V V TO BE HARDWIRED STAIR HELL OPENING. INTO PLA ITES x 0 x w (V '. d INTERCONNECTED %a .a ',r sora ezr .tom ,>7�.acx 8 - 8d NAILS �" iv iv v ', INTO STUD 15�I,mpson Strong-TIe !i////////iii�'Cv//i//////,i i/////////////iii, (3 2" 10" 2" 10" N n N N I ( X HDR. (2) X HDR. (2) 2 X 10 HDR. (2) 2 X IO HDR. (2) 2" x 12" CONTINUOUS HDR TI ,'' \--\- RATER , ,- , • N v i 0 0 6'-10" 13'-2" 13'-4" 6'-8" = LI INSTALL PRE-FAB HOOD BURNING / / / / / � �1'" - Z NTS. D__FIREPLACE A5 PER MANUFACTURERS 401-0" --� mpson SPECIFICATIONS. / / b — 9 MUST PROVIDE INSTALLATION Ijj `() 311 o NANUALO ON SITE REVS FOR BUILDING II �) b' lILI 2'-10" 8'-0" 2'-10" 2'-1" 4'-5' _3" 6'--T' b'-'T" / / / /1` / / // I SECOND i•OO� �� 1` } / 13'-8" / 26'-4" / SECOND FLOOR = 1280 SQ.FT. I/4"= I'- O" 0 401- 0" / / PORC- CONN C OND AI ,S A HEADER A5 \ K . ��'. 45 NOTED ON PLANS l D ' 1 14-Ibd COMMON NAILS \, �- (BEAM) �_- NOTE IB Z 1'1 i SIMPSON ~ to �r�. „_ ALL LUMBER THAT COMES IN CONTACT WITH% �II ®'►�\ „ to tY F r, (L �f( STRAPPING® I6 {- IIS N CONCRETE SHALL BE A.G.Q. LUMBER. 1_; ", � FLOOR ) LAG 'LIMIT 1212T Iif _K O Q- to I�. 5IMPSON STRONG-TIE % BOLTS® I6" SIDE - Z 1/4 I'- 0" 12 AG4 /i///iii/ ii////////i,,////////////i// ///////////////,.////,,,,i O (I FIRST FLOOR 1114 SQ. .F — - 5 14-16d(POST)COMMON NAILS ■"/".I POSTING AS NOTED Z �y III 1U\ Z GARAGE 337 SOFT. PORCH 184 SOFT. ON PLAN SIMPSON U210 HGR® I6 --1 n _I TOTAL FIRST FLOOR = 1635 SOFT. ` TECOS N N � �1 -I 1 2"x6" R.R. ® Ib"O.G. 2"x6" R.R.® Ib O.G. TL0- 11%-1 ILI 11111 1� 3-IOd COMMON � n•ts• l.�lHOEDOWN GONEGTION �� ° 1 - .NQ 0 1' 1/2 LAG.BOLT I 14-Ibd COMMON NAILS , `� z QjSECOND I=LOOR �tTT GHMENT • ® 24" o.G, �% 5 PPING® I6 z I11=I� 74I 51MPSON 1212T � � (BEAM) • �� \ -1O1'OPTI ON5 _�� 2"xb" GJ. Ib"OG. FILLER iiI �i 6-8d COMMION EA.SIDE !�11 .�E Ol Z q• ° iliior,....__--- 4111 2-2"x10" HEADER I ■ �� '• 1i i T _ - I/2 LA6 BOLDECORATIVE MOLDING I- - ' Ii "SIMPSON HDU GOV. = ® 24"O.G. . I i -loll 511MPSON GM5TGI6 CI S Ill- 0 12:" BEARING ON „ 2-I6d COMMON 2-16d COMMON WALL STUD NAILS® b"o.c. PORCH TEGoS PORCH COL. TO HDR. ® PORCH/RAFTER/GIRDER •' IMPSON STRONG-TIE D l� NAILS® 6 O.G. i FOR RILL LENGTH =• 14-I6d COMMON NAILS I!, fs.I OF STUD R.R./G.J. TO DWELLING CONNECTION DETAIL (POST) AGER i I- _i _I1 1114 ROOF CONNECTIONnts ,__-.-.,-.411,=-----=---_-,–.--- ---,--41.111.11i— �1 . /'., F— z v _ Q 0 0 illi BLOCKING @ OR �� 4ILI 4114 W loo. I ENDBLOCKING® `�/ II II 2" x b" FLOOR JTS® I6' O.G. d) �) Il! II ENDWqu � j2x6 DECKING DECORATIVE MOLDING2-2" x 8" HEADER 1�� 2"xb"DECKING I 0 Fill �"�� (I 1 ..►. ipor4" x 4" POST ANCHORED ON ` vp_ 0��`� JT5® Ib O.G. _ _ ► NII Iu u 10 � x 36 FTG.BELOW GRADE �a!III a� :_° �j� wII III� � � 6-Sd COMMION4.1211111AND 4"-6" ABOVE GRADE w C'I I �� 51m son Strong-Tie •-� I�' III 1 10 II N .�I�Ik►i pIL 1L v (l) d I- Ll 41 'III 1/2° LAG.BOLT ` b-3d GOMMION ♦� 2-Ibd COMMON I I "SIMPSON"HDU 24"O.G. FILLER STRIP 1, 3-IOd COMMON AB P05T BASE SY 51MP50N / .i•-•=1"44. ' DWG HO NAILS® b" O.G. I I ,I TEGO'5 111 FOR FULL LENGTH A GRADE , S OF 5TUD I II / 5/8' ANCHOR BOLT t `' Ird I ® 4 O.G.(TWO STORY HOUSE) PORCH DETAIL TO HDR. FLJ TO DWELLING PORCH COL'S TO HDR. CONNECTOR POST W/ FTC. CONNECTION 2NM�N� 6 SIDEGOR i 5" THRUROOF L.00R J0ISTS RAMII �� D TAILS DRAIN, HASTE It VENT NOTE: 114" ABOVE ROOF 1"111\1L,01^1 S 0 H E D U Lg _J MATERIALS FOR DRAIN,HASTE d VENT SHALL LU COMPLY WITH TABLE P3002.1 DRAIN,HASTE 4 4" SYMBOL R. O. DIM. WINDOW MODEL STYLE AMT. 0 LEAVE I/I6" - 3/Ib" GAP, TABLE P3111.3 SIZE OF COMBINATION HASTE 3SEE MANUFACTURER'S 0 EXISTING ® q'-5 i/8" x 4'-8 7/8" * ANDERSEN 3046-3 D.H. I HOOD I-JOIST NAIL TO RECOMMENDATIONS E- VENT PIPE. DOUBLE HEADER JOIST WEB / STACK ® 6'-3 3/8" x 4'-8 1/8" * ANDERSEN 3046-2 D.H. 4 BACKER BLOCK FROM EACH 2't �� I METAL JOIST INSTALLED TIGHT SIDE 2�� 1 2" ©* 3'-2 1/8" x 4'-8 7/8" * ANDERSEN 3046 D.H 4 HANGER TO BOTTOM OF AEQ. w TOP FLANGE ♦ r 1 p 3'-0 I/8" x 3'-0 7/8" ANDERSEN 210210 D.H I a / I- 1/2" I 1 T "I T 1/4" I O FILLER BLOCK EQ. WI I/2 I 1 3 11/41111/2 ' 3 I 1 1111/2 II ANDERSEN 20210 D•H• I WOOD I-JOIST ' ~ 2't TO// JE 2-2 I/8 x 3-O �/81f - 1 (��`* 2'-8" x 2'-0 5/8" ANDERSEN A-281 AWNING 2 / ' ��1%' I LU � � �- - Q28 1/2" x 38 1/2" ANDERSEN RV-2838 SKY-LITE I i IGHT FIT ( p 1I ' ,I c/ WWASHING I }1MACHINE * WINDOWS MEET EGRESS REQUIRMENTS (SEE CARPENTRY NOTES) I1► \ , % FILLER PANEL, I./ WEB STIFFENER p EGOND FLOOR h 9 /� i IF NECESSARY ��lj`� /\� 0/ `; LEAVE 1/16" - 3/16" GAP, ** THIS WINDOW MUST BE TEMPERED SAFETY GLASS `/ 2" 3WEB STIFFENER EACH '� 2" 2 3. 2" 2" I. PROVIDE ATLEAST (I) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY . SIDE; MAY BEREQUIRED HOOD I-JOIST -,'N*040 SEE MANUFACTURER'S CZ • G.O. ESCAPE. IN CONFORMANCE WITH N.Y.S. CODE SEG. 8310 MIN OPENING OF 5.7 SQ. FEET �� FORJOIST STABILITY HANGER COMPATIBILITY, RECOMMENDATIONS d OR JOIST REACTION)) 3' ( 5.0 50. FEET (0 GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44" OR LESS) W/ FEARING WALL ABOVE LU 3 BEARING WALL BELOW v MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" ( OPERATION W/O NEED 'v-� � T J� I J 2" 2" FOR TOOLS) BOTTOM OF OPENING 0 44" MAXIMUM A.F.F. j'� I r -1 -1 1- 1- T 1 2. ALL WINDOWS MUST BE ANDERSEN - 400 SERIES WOOD I-JOIST CONNECTION N.T.S. PETA I i.. W II 1/2" 3" 11 1/4" 1 1 1/4" 111/4" 3��1 3. ALL WINDOWS MUST HAVE A U-VALUE OF .35 OR LESS. TO WOOD I-JOIST �� MAIL. N STI DeTAILS N.T.S. W -LI -LI -I<..1 .moi ,.) F I RST FLOOR P 9 DOOR S H U L ,I WOOD I-JOIST �/ DOUBLE-HEADER 2" X 6" SQUASH BLOCKS SOLID HOOD I .0. 2" 3.. 2" 3 C.O. SYMBOL DOOR SIZE DOOR TYPE AMT. /� i BLOCK FILLER 2" I r 2" BACKER BLOCK INSTALLED Q A 3068 SHINS (EXTERIOR) I TIGHT TO BOTTOM OF �,/ 0. 3" 3" 2668 SWING (INTERIOR) 5 �N TOP FLANGE. • `'��/� :ZI 2068 SHINS (INTERIOR) a 41, �` �� •Ill r F.A.I. 6068 SLIDER (EXTERIOR) 1 ' ' •i � I � G.D. 4068 SLIDER (INTERIOR) 2 �� /ippona ' //', CRAWL SPACE �� III/2" J� 3068 SWING (INTERIOR) 2IiØ -1 8070 OVERHEAD GARAGE I 'I \ WOOD STAIR z �� CARRIAGE O ' G.O. I �� METAL FRAMING ANCHOR �) I 4" G.I. HOUSE TRAP IN 1 /� AT EACH SIDE. w IT w/ STL COVER R. 4" G.I.ISI PIA !TAIL3/4 RIM JOISTGDX PLYWOOD EXT. GRADE SEAL N.T.S INSTALL W/ FACE GRAIN HORIZONTAL �h STAII"3 GA�".x$lAe: =TAIL N.T.S. � q HATER SUPPLY 4 DISTRIBUTION NOTE: AE.REp BATHROOM WILL BE TAKEN �% ,/ �� `\K :i..1 Cy''\ FROMI. ICTHE EXISE FOR NTN GWATER SERVICE. �, 0 .,.. * / - -• :-- - n2.HATER DISTRIBUTION PIPING 4 FITTING SHALL /t { lot COMPLY WITH R.C.O.N.Y.S.TABLE P2104.5 WATER ' WOOD I-JOIST AS RIM �I� �% �� '/; ' - !, DISTRIBUTION,FOR MA ERIALS 4 TABLE P2104.6 // JOIST, NAILED TO TOP PLATE \` ` ��PIPE FITTINGS,FOR MATERIALS. BELOW W/ 8d NAILS 6" O.G. � �� % 0 �' ��.•46y�/ � ��. © 'NEwvt0 ‘s 0101.1 HES STIFFENER EACH SIDE 1 �� 1 . IF NECESSARY. ,....... 1 -.. ` �l)0 I-1/4 TIMBERSTRAND LSL � 1-0* � , \,; OR TJ-STRAND RIM BOARD 11-0 1 2" x 12" RIDGE I � CONTINUOUS RIDGE VENT �l-HOOD I-JOIST ��1I 1/ 2"x 4" COLLAR TIES t 16' O.G. /� BEARING HALL BELOW //� CANT. MAIL N.T.S. III 2"x 10" ROOF RAFTERS® 16" O.G., x 1/2" PLYWOOD SHEATHING DETAIL V/� *15 FELT' ASPHALT SHINGLES (AS SELECTED BY OWNER) RIM .101ST "TAIL N.T.S. Iv PROVIDE ICE SHIELD , PLACE JOISTS TOGETHER I AND NAIL FROM EACH SIDE Q WITH 2 ROWS OF IOd NAILS @ 12" 0,G, 111 2"x 8" CEILING JOISTS ® I6" O.G. FILLER BLOCKING CLINCHED WHEN POSSIBLE. FULL LENGTH OF JOIST STAGGER ROWS FROM OPPOSITE I 12lei , , SIDES BY 6". 2- 2"x 4" TOP PLATE 6 3" CONTINUOUS SOFFIT VENT al ••••i• don ----, I- 3" • 4. " — DOUBLE LAYER OF ••�!i�� \`� ```�� ') 2"x 4"STUDS® Ib O.G. •••••• •••••• •••••• • /\ DTA I i.. I/2" PLYWOOD SHEATHING •••••i•• .••. •�p�i'••••ti••••• • �i••iii• RUN 1PERPENDIC.ULAR • As •••••• n Lij • VAPOR BARRIER - W/ 1/2" GYP BD DOUG". JOIST CONSTRUCTION N.T.S. ClDi ' I 3/8" SHELTER WRAP E.P.S.BOARD DOUBLE LAYER OF • VINYL SIDING(A5 SELECTED BY OWNER) N4. R-I1 INSULATION R-30 INSULATION W/ 2" X 8" NAILER OC O s 1- v 1/2j1"I R-13 GYPSUINSULATIONM W/BOARD. RUNl^I/1/PERPENDICULAR2"GYPBD 1/2"GYPSUM BOARD. 2" x 8" NAILER BEDROOM CL BEDROOM 1/2" PLYWOOD 5HEATHING Ill m 2"x 6" ROOF RAFTERS® 16" O.G. Q ----.2"x 6" ROOF RAFTERS® Ib" O.G. 5'CLG HT 101-6"VAULTED GL6 *15 FELT Q 1/2" PLYWOOD SHEATHING ASPHALT SHINGLES(AS SELECTED BY OWNER) 1U *15 FELT PROVIDE ICE SHIELD > ASPHALT SHINGLES(A5 SF! FGTED BY OWNER) 4111* 12 — Q PROVIDE ICE SHIELD 5 12 'e R-13 INSULATION W/ 1/2" GYPSUM BOARD. \b 2" X 6" CEILING JOISTS® I6" O.G. _ 12" O.H. 3/4" SUB FLOOR GLUED AND NAILED .04110% I- �.- V 3" CONTINUOUS SOFFIT VENT y'Al . . i (2) 13/4" x II 1/8" LVL FLUSH HDRI O _ . / R-13 INSULATION NI r 1<9 1i . ----: Z j (2) 2" x 10" HDR 13/4XII I/8' TJI FLOOR JOISTS® I6"O.G. 1/2' GYPSUM BOARD. -111 0 ll I 2" x 6" CEILING JOISTS ® Ib" O.C. • I- IU N 2" x 6" NAILER W/LAG BOLTS - Q TURN DOWN POST LIVING ROOM KITCHEN 2" x 5" NAILER W/LA6 BOLTS z 1z 0p_ e) z 2" x 6" DECKING I OS . 1'CLO HT 1'GL6 HT 2"x 6" DECKING VIll = 36" RAILING O W_ In Z - TION , ' 0 2" x 6" FLOOR JOISTS 0 Ib"O.G. �, J N 0 CV R 13 INSULA W/ (2) 2" x 8" HDR - i li' I/2" GYPSUM BOARD. II ' --- �6 •\> ----- 4° 4"x 4" POST ANCHORED ON �'�!� 3 4" SUB FLOOR GLUED AND NAILED 12'0 SONO TUBE BELOW GRADE /` lr�ifirell11 1.1111111$s��l��01111161, MAN 0111111/S l��l� ia� (2) 2" x 8" HDR ■::'1■■ €■■■ EN 1 �n Q `� (� AND 4"-6" ABOVE GRADE , � ..• ..., ..N 1w.. ... --I co 1 GRADE � LATTICE WORK.A,. R-3o INSULATION rRADF .. •••$� ■■■ (� 7 -I 0 1`1 I I. 13/4" X II VS" TJI FLOOR JOISTS® 16' O.G. • o o 0 1-3 2" x 6" FLOOR JOISTS® I6' O.G. ►• ' • .: • CELLAR ' '"' • z -0) 1-- c) n 3 1/2" STL.COLUMN ---1 -I , 2" x 8" NAILER W/LAG BOLTS l 8'-O" 7.Q - -—J I Q 4" x 4" POST ANCHORED ON Q "if MITITOTIIffitithill . w I-- �n U _�1 SILL SEALER AND 4"-b" ABOVE GRADE NO TUBE BELOW �E `�° _ I e Q Z �n v '• � TERMITE SHIELD .-... • 7 '—rl n n fl w O `�' ANCHOR BOLTS I I I I I I I I I I I I 1) v It 1 2- 2"x 6" CCA SILL . . - - - - — I I I I I I I I 11 O l'1 DAMP PROOFING 1r---� r---�s---�s---�-� 8 POURED CONCRETE FOUNDATION HALL. 16 0,_ 0 0 - , 16"x 8 CONC FTG W/4 x 2" 2 xtY 7_1 111 KEY 4 24' x 12" CONC.FT6 / 110 -O / O W v it� NOTE DWe NO /� ALL LUMBER THAT COMES IN CONTACT WITH :ii � \ A 4 CONCRETE SHALL BE A.G.Q. LUMBER. SECT I ® MID LAW tubical) rW0 5 NOT TO SCALE immaii / 6 I/4"= I '- 0" - t c d SPLICING OF TOP PLATE 6ENERAL NOTES CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GENERAL FASTENING SCHEDULE Lu RESIDENTIAL OODE OF NEW YORK STATE TOP PLATE SPLICE LENGTHJ�., a [REFER TO TABLE 8301.2(1)OF THE RESIDENTIAL CODE OF NEW YORK STATE] I TOP PLATE SPLICE REQUIERMENTS TOP PLATE SPLICE REQUIERMENTS &NERAL: 6Np HIND SUBJECT TO DAMAGE FROM ICE SHIELD AIR FOR HIND-EXPOSURES BEG - FOR HIND-EXPOSURES BEG- I SEISMIC DESIGN WINTER FLOOD 83012.1.1 •DESIGN GRITER!IA. GONSTRUGTION IN REGIONS WHERE THE BA51G ALL OTHER CASES ONE STORY SLAB ON GRADE I. NO WORK 15 TO START UNTIL A PERMIT 15 OBTAINED FROM THE BUILDING SNOW LOAD ° UNDERLAYMENT FREEZING «J CATEGORY FROST LINE DESIGN TEMP HAZARD SPEED (MPH) WEATHERING TERMITE DECAY REQUIRED INDEX WIND SPEEDS FROM FI6WRE R301.2(4)EQUAL OR EXCEED 110 MILES PER HOUR DEPARTMENT. DEQ° BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE (Y MODERATE SLIGHT TO Om km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. LU 2. ALL WORK SHALL CONFORM TO N.Y.S., AND LOCAL BLD. GODES 45 PSF 110 mph C SEVERE 3 FEET TO HEAVY MODERATE II YES NA. 5aq DIMENSION(ft.) LENGTH(ft.) DIMENSION(ft) LENGTH(ft) 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE I.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST 12'-0" 2'-0" I2'-0" 3'-0" (T�.] I s DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED AND PAPER ASSOCIATION(AF1PA) -HOOD FRAME CONSTRUCTION ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY TABLE R301b MANUAL FOR ONE`.AND TWO FAMILY DWELLINGS(HFCM); 16-0" 3'-o" 16'-0" 4'-0" L THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS > I i MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS 20'-0" 4'-0" 20'-0" 5'-0' 0 CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY STRUCTURAL MEMBER ALLOWABLE iii�� ARISING THEREFROM. [REFER TO TABLE 8301.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE1 DEFLECTION ;,��/��''' 24'-0" 4'-0" 24' o" b'-0" C 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS RAFTERS HAVING SLOPES GREAItb THAN r L/180 , FIRST APPROVED BY THE ARCHITECT, ENGINEER AND BUILDING DEPARTMENT. USE LIVE LOAD DEAD LOAD WITH NO PINI;I ILD CEILING ATTACHED TO ` ' 28'-0" 5'-0" 28'-0" 1�-0" EXTERIOR BALCONIES 60 psf 10 psf RAFTtKS ��/� ��j �./ 5. DRY HELLS AS REQUIRED BY STATE AND LOCAL CODES. 40 psf 10 sF INTERIOR WALLS AND PARITIONS WI80 � � 32'-0" 6'-0" 32'-0" 8'-0" v DECKS Pp / �I 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE. NOT TO BE SCALED AND ARE SUBJECT FLOORS AND PLASTERED CEILINGS L/360 j` ,/ , 36-0 1-0 36-0 4-0 DI TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN �� I TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE APPROVED BY THE ARCHITECT OR ENGINEER. ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 10 f ALL OTHER STRUCTURAL MEMBERS L/240 �� : CONNECTIONS USING 2-Ibd NAILS PER FOOT, , AND A5 DIRECTED AND/OR p Psi. .� FOR SHORTER SPLICE IL 40-0 8-0 40,-0. 11-0 EXTERIOR WALLS WITH PLASTER OR 9E ► �i1`�, LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO Q APPROVALS, ATTICS WITH STORAGE(ROOF BELOW 3 PITCH) 20 psf 10 psf STUCCO FINISH H/360 % PROVIDE AN EQUIVALENT NUMBER OF NAILS I- 1. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS, A VAL , �/�� 50'-0" lo'-o" 50'-0" 13'-0" Lu CERTIFICATES, CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L. APPROVAL. ROOMS OTHER THAN SLEEPING ROOMS 40 sf 10 psf a \� 1. 0 P EXTERIOR WALLS-WIND LOADS WITH �� L/240 ®INTERIOR ZONE 2 TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN v 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.. AND 15 SLEEPING ROOMS 30 psf 10 psf BRITTLE FINICIIES fig° q7 EXPOSUER B 60'-0" 12'-0" 60'-0" 16'-0" Q FOR THE ONE PROJECT NOTED HEREIN ONLY (EVEN IF THIS PROJECT 15 NOT STAIRS 40 psf 10 psf EXTERIOR WALLS--WIND LOADS a WITH L/120 0 PERIMEItR ZONE 3 TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 10'-0" 14'-0" 10'-0" I4'-O" 61 GONSTRUGTED).THE PLANS SHALL NOT BE ALTERED, REPRODUCED OR USED IN ANY WAY FLEXIBLE FINISIICS GUARDRAILS AND HANDRAILS 200 psf 10 psf HEIGHTS FOR OTHER WALL HEIGHTS,H THE TABULATED UNIT � LATERAL LOADS SHALL BE MULTIPLIED BY W8 80'-0" 16'-0" 80'-0" 22'-0" WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TERN DESIGN GROUP LLC. R.A. 12 psf FOR - GABLE WALL < ROOF LOADING(LIVE :GROUND SNOW LOAD ATTIC NOTE: L = SPAN LENGTH,H = SPAN HEIGHT. NOTE: (EDGE ZONE) 4 TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL q. THE ARCHITECT OR ENGINEER 15 NOT RETAINED FOR SUPERVISION OF WORK AND ADJUSTMENTS A5 PER TABLE 83015 OF THE 45psf I5 psf FOR 1.FOR GABLE ROOFS 10° To 45°PITCHES W 15 RESPONSIBLE FOR DESIGN INTENT ONLY. RESIDENTIAL CODE OF NEW YORK STATE) a.THE HIND LOAD SHALL BE PERMITTED TO BE TAKEN AS O.1 CATH TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE 2.SEE FASTENING SGHEDUILE A FOR NAILING (1 10. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE OF THE DETERMINING DEFLECTION LIMITS HEREIN. IN EA. ZONE UJ ! BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. Q II. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OFSTRAPPING SCHEDULE A z ALL STANDARD AND SPECIALTY SYSTEMS /MATERIALS USED WITHIN THIS THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS �IE�IE jn ** TO BE FOLLOWED. (rill SECTION FOR STRAPPING AND REQUIREMENTS. NAILING AND STRAPPING ALL STRAPPING TO BE 1 4 x lb GAUGE 5TL - SECTION FOR ROUGH OPENING FRAMING REQUIREMENTS) "SIMPSON" L �- U>� co 12. IT 15 THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED ALL NAILING 15 A GENERAL SPECIFICATION IT APPLIES UNLESS NOTED OTHERWISE 51MP50N EQUIVALENT - GSI6Z (COILED STRAP) o N .BEARING Lr3 CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION 12" MIN. I �- u3 THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. ROOF 4 GE I L I NG FRAMINGI I - 13. ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. RAFTER TO TGP PLATE(TOE-NAIL) SEE DETAIL PER RAFTER I I W 14. HALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION 8101 AND INSULATIONCZ CEILING JOIST TO TCP PLATE(TOE-NAIL) SEE DETAIL PER JOIST AT RAFTER TO RIDGE CONNECTION 0 EACH l SHALL BE IN AGGGORDANGE WITH SECTION 8316. I NO NOTCHES 1 I p 15. INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R102 AND CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE DETAIL EACH LAP I D/b MAX. PERMITTED -I I FOR STRAP- 3 2d COMMON NAILS® EA.END OF STRAP I EXTERIOR HALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R103 CEILING,JOIST LAPS DYER PARTITIONS(FACE-NAIL) 2-Ibd COMMON EACH LAP f 411WFOR NOTED GOLLAR/GL6 TIE- 3 10d COMMON NAILS 0 EA. = I 1 0.---- • SEAL 16. THIS PROJECT COMPLIES W/THE 2010 RESIDENTIAL CODE OF N.Y.S. AND COLLAR TIE TO RAF-ER(FACE-NAIL) SEE DETAIL PER TIE ,II, I D/6 MAX. MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, III PLUMBING SYSTEM COMPLIES GHANI1 R 24 THROUGH CHAP[LR 32, BLOCKING TO RAFTER(TOE-NAIL) 2-8d COMMON EACH END ��r 12 (----BED qqELEGTRIGAL SYSTEM COMPLIES GHAN I tR 33 THROUGH CHAPTER 42 RIM BOARD TO RAPER(END-NAIL) 2-16d COMMON EACH END SIMPSON STRONGTIE FLOOR J015T-GEN I tK GUT �\_N.K. TF 4,G"<RPEN'fR`(; WALL FRAMING ALTERNATE !' Iii ' AT RAFTER TO TOP PLATE TO STUD CONNECTION. ® Ib"O.G. 'S'N COLLAR TIE �_ _ `!_ D/4 MAX. „ TOP PLATE TO TOP PLAT(FACE-NAIL) 2-Ibd COMMON PER FOOT ••� FOR STRAP- 3 3 d COMMON NAILS 0 EA.END OF STRAP * g I. ALL LUMBER SHALL BE D.F. #2 OR BE I I tR UNLESS OTHERWISE NOTED (U.O.N.) �� _• Hj H i FOR TOENAILIN6- 3 s3 d COMMON NAILS " ^�"� `i TOP PLATES AT INTERSECTIONS(FACE-NAIL) 4-Ibd COMMON JOIST-EA.SIDE ��• �. ''°'I n FOR G.J.TO RR- J1 JL d COMMON NAILS(FOR 5 PITCH) I_ T D .�,, v ' 2. ALL LUMBER TO BE A MINIMUM OF 8 ABOVE FINISHED GRADE. N.O.N.) " ,♦► J, STUD TO STUD(PAGE-NAIL) 2-Ibd COMMON 24 O.G. ALTERNATE r 4 IG,d COMMON NAILS(FOR 8 PITCH) ...--21...-.. 3. SILLS TO BE FLASHED (TERMITE SHIELD) W/SILL SEAL. SILL TO BE A.G.Q. HOOD HEADER TO HEADER(FACE-NAIL) Ibd COMMON 16'0.6 ALONG EDGES CEILING TIE 1 FOR CL OF EA.PLATE TO PLATFORM ABOVE- 1 Ibd COMMON NAILS 0 lb'O.C. D/3 MAX. 'ii! ?NFW �� 2- 2" x 6" U.O.N. TOP OF BOTTOM PLATE TO STUD(END-NAIL) 2-I6d COMMON PER STUD111 4. ALL JOISTS HANGERS TO BE "TECO" OR EQUAL, FULL SIZE. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, 2-Ibd COMMON PER FOOT 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) END JOIST,OR BLOCKING(FACE-NAIL) _ - w b. DOUBLE JOISTS UNDER PARALLEL PARTITIONS, POSTS,AND BATH TUBS. (U.O.N.) FLOOR FRAMING rE= x AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION 0 16"O.C. 1. ALL BEAMS,GIRDERS, HEADERS, ETC. TO HAVE A MINIMUM OF 4" BEARING. JOIST TO SILL TOP PLATE OR GIRDER(TOE-NAIL) 4-8d COMMON PER JOIST i- (ONLY APPJ_ICIABLE FOR TWO STORY CONFIGURATIONS): MAX. FROM FLOOR JOIST-END GUTS BRIDGING TO JOIST(TOE-NAIL) 2-8d COMMON EACH END MM. • TORT S. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ FOR SP- 3 3 d COMMON NAILS 0 EA.END OF STRAP 111 MODELS NUMBERS ON PLANS. BLOCKING TO J0151(TOE-NAIL) 2-8d COMMON EACH END �� , FOR CL OF EA PLATE TO PLATFORM ABOVE d ® CL OF EA.PLATE TO - PLATFORM BELOW- I Jj d COMMON NAILS o I6"O.G. .....y 1. PROVIDE ATLEAST (I) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY BLOCKING TO SILL OR TOP PLATE(TOE-NAIL) 3-Ibd COMMON EACH BLOCK I _ ALTERNATE D • CONFIGURATION ESCAPE. IN CONFORMANCE WITH N.Y.S. CODE 5EG. 8310 MIN OPENING OF 5.1 50. FEET LEADGER STRIP TO BEAM(FACE-NAIL) 3-1bd COMMON EACH JOIST a/ (5.0 50. FEET GRADE LEVEL WHEN GRADE TO SILL 15 LESS THAN 44" OR LESS) VI/ •• 11...- 1 110.-7: JOIST TO LEADGER TO BEAM(TOE-NAIL) 3-8d COMMON PER JOIST �� D/3 MAX. <11 MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" (OPERATION W/O NEED BAND J015T TO JOIST(END-NAIL) 3-Ibd COMMON PER JOIST • FOR TOOLS) BOTTOM OF OPENING ® 44" MAXIMUM A.F.F. � AT STUD TO FLOOR ASSEMBLY TO SILL PLATEN C.ONNEGTION 0 lb"o.C. III III 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION 8613. BAND JOIST TO SILL OR TOP PLATE(TOE NAIL) 2-Ibd COMMON PER FOOT ! ..� �_Illn _ ALL GLAZING SHALL COMPLY WITH SECTION R308. ROOF SHEATHING . �,- M� FOR STRAP- 3 8 d COMMON NAILS 0 EA.END OF STRAP Q FOR OF EA.PLATE TO PLATFORM BELOW- iI II. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS 8311.5 TO 8311.5.1 STRUCTURAL PANELS: (CLC GRAPHIGABOVE) N �'w 1 16 d COMMON NAILS 0 16O.G. RAFTER CEILING JOISTS I INTERIOR ZONE 8d COMMON 12"O.G. '' - stitstsffir 12. MOISTURE VAPOR BARRIER 15 TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE PERIMETER ZONE 8d COMMON 6"O.G. �C� INSULATION IN ALL FRAMED WALLS, FLOORS, ROOF AND CEILINGS COMPRISING4" GABLE WALL EDGE ZONE Sd COMMON D.G. ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION NIIO2. CEILING SHEATHING (OR EQUALS rn4 D/3 MAX. 1- 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2. GYPSUM WALLBOARD 5d COOLERS 1" EDGE/10"FIELD II ELECTRICAL: WALL SHEATHING • +0- 1- I. ALL NEWLY INSTALLED ELEGTRIGAL WORK OR APPLIANCES SHALL CONFORM TO THE STRUCTURAL PANELS 8d COMMON 6" EDGE/12"FIELD 2 IN.MIN.FROM TOP 1 RESIDENTIAL CODE SECTIONS FOR ELECTRICAL CODE OF NEW YORK STATE. GYPSUM WALLBOARD 5d COOLERS 1"EDGE/10"FIELD TYPICAL. CiTION AND BOTTOM OF JOIST �� 1 ((� PIPE OR CONDUIT v 1 V Lv 2. CONTRACTOR HILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION D(ACTUAL DEPTH) V 0 •• OF k.ORK. FLOOR SHEATHING (SUBFLOOR) 491 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY IW/CHAPTERS 33-42 STRUCTURAL PANELS 0 1- v AND LOCAL BUILDING DEPARTMENT. I"OR LESS 8d COMMON 6"EDGE/12'FIELD CUTTING DRILLING AND NOTCHING DETAIL GREATER THAN I' 10d COMMON 6' EDGE/6'FIELD Q '� 4. SMOKE DETECTION A5 PER N.Y.S. GORE SECTION 8313. ** I-MAX WALL HEIGHT FOR 110/120 MPH ZONE,EXPOSURE B E SPACING 0 16"O.C. 15 14 OF JOISTS 1L1 CO ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD HIRED. FEET: SEE PLAN FOR ADDITIONAL SECIFICATION IF APPLICABLE / 05. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION RMI502 - b. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF > PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. 0 FOUNDATIONS, CONCRETE AND MASONARY: NAILING 4 STRAPPING @ EXTERIOR WINDOW/DOOR HEADER U TABLE R501.2.1.2 I. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE z It`-` 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF (I)TON /5Q. FOOT. O K it 7 - FOR WOOD STRUCTURAL PANELS 04.4 • 3. FOOTINGS TO REST A MIN 31-0" BELOW GRADE. U.O.N. STEP FOOTINGS @ 1:2 RATIO _ NOTE �- =- 7 (I' RISE MAX) `_ FASTENER SPACING % FASTENING SCHEDULE B ALL STAIRS, HANDRAILS to 7_ l� £ 4. HALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON FASTENER 4 foot 6 foot I I�� RAILINGS SHALL COMPLY tn ►- (I/PLANS. (U.O.N.) �/�� i W/ RCNYS SEC. R-31 I 1- UJ �'_ 7 "' TYPE Panel span < panel span <panel span I ROUGH OPENING FRAMING REQUIE:REMENTS FOR WINDOW OPENINGS � T �i TOP PLATES O 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF < 4 foot <6 foot < 8 foot A I �/�� " [IN ACCORDANCE WITH WOOD FRAME: i� z FRAMING OR PROPER BRACING b. FOOTINGSTO BE OF POURED GONSIN PLAGE.GRETE OF SIZE SHOWN ON PLANS. # �� I �/ CONSTRUCTION MANUAL 2001 EDITIONl s ;II 1L! 1t1 a Z p a 2Y2 6 u u I ;: NOTATION BORED HOLE MAX. if\ 1. ALL OPENINGS FOR GS FLUES, UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. Wood screws 16 12 v ROUGH A B GDE F DIA.40 PERCENT .I .(_11 J ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/ 1/2" SPACE OPUS OF STUD DEPTH U SIDES AND ENDS. U.O.N. 2Y2' #8 „ „ 12" 2'-0" 2 1-2"x 4" 1 1 I 1 w 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH ® 28 DAYS OF Wood screws 16 IG, c z I K In 3,000 P.5.1. ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. 4'-0" 4 1-2"x 4" 2 2 2 2 [� 0 T- 3,500 P.S.I. GARAGE SLAB / EXPOSED SLAB ON GRADE /POURED STEPS. 1111 5/8 MIN.TO EDGE v za.This table Is based on 110 mph wind speeds and a 33 foot mean roof height. b'-0" b oRx 4 3 3 3 3 W }- -I (L� Oj 9. CONCRETE SLABS TO REST UPON MINIMUM 6 OF FINE GRAVEL OR SAND WITH b.Fasteners shall be Installed at opposite ends of the wood structural panel. 1 F I-2,X b„ �o z HARDWOOD OR STEEL HANDRAIL 0� 5/8" MIN.TO EDGEMINIMUM EMIL. POLY. V.B. (® OCCUPIED SPACE) AND WITH REQUIRED INSULATION. c.Nails shall be IOd common or 12d box Halls. ' 2 2 x 4 - d. Mere screws are attached to mason or maso stucco the shall be 1 8 08 «� 3333 X W/ 1 1/2" MIN. FINGER DLR. AND NOT Q Q` 12 X 6 NOTCH MAST NOT10. ALL SLABS ABUTTING FRAMING FLASHED A5 DET'AILED IN PLANS. attached utllizl vibration-resistant anchors havi a minimum u timate \ II TO PROJECT MORE THAN 4.5 1- - �-10'-0" 10 2-2"X 6" 4 4 4 4O EXCEED 25�OF _ 0 II. BRICK VENEER TO BE ANCHORED W/(I) WALL TIE EVERY 32" O.G. VERTICALLY AND withdrawal capacity of 440 pounds. [Y FROM THE WALL. STUD DEPTH 111 OEVERY 18" O.G. HORIZONTALLY W/ FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE 1 � �' IIle.W/ WEEP HOLES ® 4'-0" O.G. MAX TO DIRECT ANY' CONDENSATION TO THE EXTERIOR. CHAPTER 3 BUILDING PLANNING ��II`\1412'0" 12 2-2"x b' 5 4 5 4 �_ IBOREDHOLESSHALL NOT BE E 15 BETWEEN 40%AND 60% � 12. APPLY (I) GOAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION SECTION R301 DESIGN CRITERIA a° % I LOCATED IN THE SAME GRo55 OF STUD Dtl'IT�,THEN STUD MUST BE 11-1 II ��„ SECTION OF GUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO _ R- J = FROM FOOTING TO 2" ABOVE FINISHED GRADE, UNLESS WET SITE CONDITIONS EXCEED HOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 4'AND A MAXIMUM SPAN =ra? STUD 11,11.1i,,,,,,,_ SEGGESSIVE STUDS ARE DOUBLED I 0 i IN Z d 1- JACKS E KINGS ' AND 50 BORED (1 CODE LIMITS. OF 8 I t-i_i SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. . � WRAPPED UNDER le Q cf13. THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION RI001. PANELS SHALL BE PRECUT To DOVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE ° . SILL PLATE , qWOOD STRINGER, :� Ill O (nPROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL MTREADS, E RISERS (n v au , ABE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE NOTE:CONDITION FOR EXTERIOR AND BEARING WALLS. 0 ~ " PLUMBING, MECHANICAL, FUEL GAS, AIG: WITH THE PROVISIONS OF THE BUILDING GORE NEW YORK STATE. _ 0 Uv. I NOTATION: I. PLUMBING TO COMPLY WITH S.G.D.H.S. AND THE BUILDING DEPARTMENT. A-NUMBER OF ad NAILS®EA.END OF sTRAPP1NGs(TABLE 3.1,P. 151) E (TABLE bA PAGE 316) DRILLING AND NOTCHING DETAIL 0 z 0 17 , 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S. REQUIREMENTS. 1 1/4" NOSING 0 w - v ;-6- (y B-NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS)(TABLES 3.23B,P.143) � (� J -I (Y � I OF STUDS 3. PLUMBING, MECHANICAL, FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL TABLE 8301.2.2.2.1 C-NUMBER OF FILL HEIGHT KING STUDS 0 EA.SIDE OF HEADER(TABLES 3.236,P.1q3) (L Q_ v 0 Q ',- C vi-- SECTIONS FOR PLUMBING GODS (CHAP I tR 25-32),MECHANICAL CODE (GHAN I tR 12-23), DEAD LOAD D-NUMBER OF Ibd NAILS.END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ** MINIMUM WIDTH OF STAIRS TO BE 3'-O" _ AND FUEL GAS CODE (CHAPTER 24) OF NEN YORK STATE. 0 EA.SIDE(TABLE 3.1,P.151) 4 (TABLE 6A PAGE 316) DW'S NC 4. ALL HASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS ROOF/CEILING ROOF/GEILIN6 E-NUMBER OF JACK STUDS 0 EA.END OF HEADERS(TABLES 3.22F,P. 141)ASSUME DBL.HDR STAIR DETAIL , 5V CAST IRON BELL (HUB) AND SPIGOT BELOW AND THROUGH CONCRETE. DEAD LOAD DEAD LOAD F-NUMBER OF Ibd NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END OF SILL(5) 5. THE EX. HEATING/A.G. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF HALL SUPPORTING 15 PSF OR LESS 25 PSF 0 EA.51DE(DOES NOT APPLY TO DOORS)(TABLES 3.8,P.151)4 (TABLE 6A PAGE 316) 4t4 PROPOSED ADDITION. IF NOT N.T.S.SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. ROOF ONLY 1.0 1.2 ) - , ROOF PLUS ONE STORY 1.0 1.2 ��