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HomeMy WebLinkAbout39244-Z v No1FFs`q� � Town of Southold 6/20/2016 " ,d P.O.Box 1179 O g 53095 Main Rd .p0 Southold,New York 11971 f CERTIFICATE OF OCCUPANCY No: 38353 Date: 6/20/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 550 Greenway E, Orient SCTM#: 473889 Sec/Block/Lot: 15.-2-14 " , Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore ' ' Med in this office dated 9/26/2014 pursuant to which Building Permit No. 39244 dated 10/6/2014 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 and rear porches, unfinished basement and attached 1 car garage as applied for. The certificate is issued to Habitat for Hum of SuffHous of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0071 6/13/2016 ELECTRICAL CERTIFICATE NO. 39244 3/24/2016 PLUMBERS CERTIFICATION DATED 12/22/2015 George Fredricks 177,1-4-e--"- 0 / Autho •' Signature VF of ,, TOWN OF SOUTHOLD eLtr xt• Pym BUILDING DEPARTMENT • TOWN CLERK'S OFFICE o , ' 1'4_ o� SOUTHOLD, NY a ..... 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#: 39244 Date: 10/6/2014 Permission is hereby granted to: Habitat for Hum of Suff Hous 643 Middle Country Rd Middle Island, NY 11953 To: construct a new single family dwelling with an attached garage &front & rear porch as applied for At premises located at: 550 Greenway E SCTM # 473889 Sec/Block/Lot# 15.-2-14 Pursuant to application dated 9/26/2014 .and approved by the Building Inspector. To expire on 4/6/2016. Fees: Total: $0.00 • ti - Building Inspector Form No.6 TOWN OF SOUTHOLD ® ECEDVE BUILDING DEPARTMENT TOWN HALL - 765-1802 JUN 2 0 2016 APPLICATION FOR CERTIFICATE OF OCCUPANCY BUILDING DEPT. TOWN This application must be filled in by typewriter or ink and submitted to the BuildingDepartmenttne 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 $15.0 Date. W Ail, New Construction: V Old or Pre-existing Building: (check one) Location of Property: 550 g vV?f) wok/ 400 I(,e rn 4- poi House No. Street Hamlet Owner or Owners of Property: 4ábrItih4DY 40 ma A 1 St- cD 1 IC Suffolk Coun Tax Map No 1000, Section IJ Block— 40"..4k Lot / Subdivisio ken A4CPPS Filed Map. iir.a%35't Lot: 9 Permit No.81P3 7.21 L/ (If of Permit/d �p l f Applicant: /Q, ) St.re76 /t Health Dept.Approval:60.I`. f 001 ) Underwriters Approva : Planning Board Approval: AM' Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ /i/./.2 .1.. of Appli =nt Signature 1 - „,4tiof 0F S01/41t,- \ OU41t,- . * * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ F UNDATION 1ST [ ] ROUGH PLUMBING [VrFOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 62e. #:02 4 DATE /2/2 INSPECTOR2.frt-4F-'V 372--7 ,,,''*OF So!/r5; TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION ' • [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING f [ ] F NDATI ND [ ] INSULATION .S1 ' ` [ FRAMIN TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION f`lt [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: _,5' (./ / .? , - p, DATE / ` INSPECTOR * * ,1161 TOWN 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 A ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 1-7 / < INSPECTO '� ��' J 3?LY. 15'1Z- '140 S0014;\ „'"'" ' c€ G,\ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r `"/ S 4 c-t� l� �� f---7/A09 ultra1 ck . / (--- icre-4-4e4,fa 0)- C,&1,-‘,-1-t-0..) C, f-ificicc //cici...7 /, DATE INSPECTOR SOUTyolo 4,:€ --,4-touNrm."0 ,,,, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTfrON [ ] FOUNDATION 1ST [ OUGH PLUMBING [ ] FO DATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE SISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: astir e-t 'Tqw-e.t.7 i(e'; # j , DATE r INSPECTOR Af---t 3 9 „, TOWN OF.SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH 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: 4 a -1716 S • DATE ; INSPECTOR Lr J ------Th , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC71 , [ ] FOUNDATION 1ST ] ROU PLUMBING [ ] FOUNDATION 2ND ] SULATION [ ] FRAMING /STRAPPING , ] FINAL [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE V • LATION ] CAULKING 4ib - A REMARKS: CS16/zA__ 1---, A. .._i DATE -\5--/-2- I C7 INSPECTOR '.3 .- eViCC-(6K'' '�,�O��pF SO/02o\` e ` 011,,, � , �'Y�OUMY,���' TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTI ' [ ]. FOUNDATION '1ST [ ] R •. IGH PLUMBING [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING ] FINAL [ ] FIREPLACE & CHIMNEY [ - ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /l A' 20 /4. , , , 4 IL , / - 0 ...._,,,,,:,, ,/:_ _ . , t , F.,,e0„ _ , _ pQJ� * 1 I�(� AL 1 DATE 5c! ') a INSPECTOR / . .�.oL FIELD 1NSPECON REPORT DATE COMMENTS . • A-A 04/1-*:<^4,- : ''''',-, _.-.4* 44'•°16:--141.4. -13,0_ :1 'OUNlDATION(1ST) i • FOUNDATION(MD) VI . . „ . 57;ii.ii, . . .,.;,ti. 7,_. . _ , .J.-, -.(,, ,; ,) /... ,,,4 : „ . . yag .1r- C9 C0/2.04.41 /474.01_ 140Cie._ G✓, q i • ROUGH FR ANtt�TG& leg.";-ilee 0414e). 11‘. /104:40," 1 � � g y PLUMBING 0-4-` c-- INSULATION. 2/29:(1- e - -.- . . /2,44-,-14-1 04: -Ici • _ - .01-4-4-1-' _0' e '.. '\ PER N.Y. ' . cam' y STATE ENERGY CODE . *. . . r .2.—.. .A. C9 - , •.' • 1--' .- 'la_ - ."-.-ii--€ _:.,j" -644-4 A ,, �-�c �-P� , Lam _ FINAL � J, ) i'cyl, ro... .or , r •. Af.e. 2..e...aaz,..„, ,, _, . .e.../..z, _ra . 7'' '''7(.75•,- ,7""/ . . , . . , • . . -7,,,,„..." o _./,_, ' AD' TIONAL CO I 1_:. S . 1-C (:1-C-- 7, /to i 13' i. J31 0,6 2—zo 3 • . - _____ .40,1.. 1 , ;( , ,f a., 04_ i ;2,--1 -0 -/ Ce ANWrh.g4 , i . . ..__ .ill(o , -.- j2,444Y1,r6 • - 4-)i.C-61-1 ' ' , -'''1. • . : ' ' . . --F • I moi. . - ;�,�e Ill/®�N®®� J®V®s,®, ` Town Hall Annex �I ® : Telephone(631)765-1802 54375 Main Road % Fax(631)765-9502 P.O.Box 1179 G ��� Southold,NY 11971-0959 %=�®�� -.NZ-) e roger.richertCa�town.southold.ny.us = C®UNU ILII BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To• Habitat for Humanity of Suffolk Address: 550 Greenway East City: Orient St: New York Zip: 11957 Building Permit#: 39244 Section. 15 Block 2 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: B.G. Electrical License No. 4572-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200A Heat OIL Duplec Recpt 26 Ceiling Fixtures 13 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 1 Smoke Detectors 4 Main Panel 200A A/C Condenser Single Recpt 1 Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 200A Switches 19 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Exhaust Fan, 1- Well Pump, 8- ARC Fault Circuit Breakers Notes: Inspector Signature: Date: March 24, 2016 Electrical 81 Compliance Form xis P *o 'QUjyOI` Town Flail Annex i' y� . � �"'��� ,�f, Telephone(631)765-1802 54375 Main Road t ;r��.`, f r , Fax(631)765-9502 P.O.Box 1179 �, ® dU't4" ` �Q 't+ Southold,NY 11971-0959 ` BUILDING DEPARTMENT 7111___---- TOWN OF SOUTHOLD • U ) 2 2015 DEC 2 ` FPI CERTIFICATION 5,J6 Date: l 2 — Z2—/ S Building Permit No. 3 2 LI y I�I Owner: HABITAT Fon NuMAwtry of SoFFoLK (Please print) Plumber: �more h'c-C(/CckS (Please print) I certify that the solder used in the water supply system contains less than 2/10 of , lead. �, / (Plumbers Signature) Sworn to before me this 3S day of beeenriber, 20 15 Og- Notary Public, SUC---(a 11< County TRACEY L.DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDIV DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 39 alf(f Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined / ,,20 Single&Separate // Storm-Water Assessment Form Contact: /1� / Approved /0 (�,20�'� Mail to �J{a /4-Q(,t/ 1 Lr a ,�I p�� Disapproved a/c 14441 '�"u�f 6I/3 idC�1f k`4L Phon 'M)) yo1a'G/tol4F- M1dd'l Expiration � �,2011e_ X 1 13 Building Inspector RE �.. E - E �'PLICATION FOR BUILDING PERMIT r 1 P 26 2014 Dates 4- C 5 , 20 SE y INSTRUCTIONS a. This aN1 ST be co letely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of :•., .-••ra c plot pla o sca e. ee 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,hous' code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. W. ^ 4 ' — (Signature of applif ant or name,if a corporation) (0'13 ii ddk C10%0 .114 d�s�la nD� ll (Mailing ress of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder V f Name of owner of premises qab l Iti+ 4§V iI m a n i l j c.( s, 1 X (As on the tax roll or latest deed) a..licant is a •rporati•n, sig�ature of kuly authorized offcer '1,►1)rkt **47a D a At So r k-( ('Kv• ir(71-p (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: ^� . l 550 (. feCinW AS+ DrleIi Pi House Number Street Hamlet County Tax Map No. 1000 Section /5 _ Block 02 Lot / y 115 1000 c-hv✓) /S 31ue/c 41 Subdivisionf-e-e he( 3 tir} T '1 && Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy - b. Intended use and occupancy S) /1 1-e "-1/T)/ 3. Nature of work (check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling nits 1 Number of dwelling units on each floor If garage, number of cars r> '%1f' ] 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. A44 7. Dimensions o existing structures, if any: FrontNIA Rear /Alb' Depth t✓lq Height N Number of Stories A) Dimensions oqf same structure with alterations or additions: Front NMARear/V/ Depth 1N I f Height N If Number of Stories 'U//' 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front /3.-)1 / Rear f3,5 Depth /J 0 10. Date of Purchase 3114 � Name of Former Owner /b )((/.._ 11. Zone or use district in which premises are situated IbtAin SUA V d e hei ieF o 0( 1 e 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO Will excess fill be removed from pre ises?YE NO Iia i a� It'll n 164 rn l'0( slay /iq s 3 X1/3 14. Names of Owner of remises SU 11L Address►PN3 m r d d// O" " _0110i'hone No(4 1_ ac›-q 2 c' Name of Architect f.1'/Y)u1 .y V Address,)13 /40/0/12 Ate— Phone N,, = , o? _ _(9 t5- Name of Contractor4, S t a/k ^Address 'e0il/emit riliA Phone N.. / a--, x0)3 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 MAYN9,E REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO'A' * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSac(ro1g_ ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is ilie C E.0 / ecL Ive •ky-eG'z`r- (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 25 day of , ieyY* P r_20Wit.indsey Ross ty ctia . • Notary Public, State of New York No. OLRo6262671 Nary ublic Qualified in Suffolk Coun 1 Commission Expires May 29, 201 O_ Si ature of Applicant t,-/A74'19\Is . ` (Al i , "'', 14 ' 'Town Hall hex * * ' Telephone(631)765-I802 54375 Main Road a t� � .J�az(631}76 `9302 i P.O.Box 1179 � + k �; roger richeadgin.s� o nY.us Southold,NY 11971-0959 � it ----...COUlfriti" BUILDING DEPARTMENT' TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL, INSPECTION REQUESTED BY: ye �rr'i ag,Ilic- . Date: Company Name: " fes tCCCt, d lhc, . �l-. - 1 Name: License No.: 1-1S 7 3.- IME Address: .14 A vt7e) - , &t add le- v/ i • Phone No.:_ ' _--'_,—. . �.,, __ Rh - ?Y[--IC W JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: ' G 5 n C4-e- Loa.c...3 . - ô - + PPtiii ' •*Cross Street: cit' in *Phone No.: , 3 ( 4 7 - d LI 5 Cl\khtte Permit No.: 3 a 49 • Tax.Map District: 1000 Section: i 5. Block: Lot: 1 44 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) • Nati rshrt,S ( 4 4\4 c -QAP.A4in 1\-1.,Uat/14-.2-3 (Please Circle All That Apply) *Is job ready for inspection: Iii, Qu h. In Final *Do-you need a Temp Certificate: O - Temp Information If needed) • *Service Size: % 3Phase 100 150 ( 2Ci0,)J 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 0, ' , ! ,4---- `CSV`" . gr-G) 1, . -, MIN r- in.S i•-ee.7-1-Ov\ , 61 644e412111 -:-- 114 - ' ' cc.' 55-(3 ,,,L. Com:e9.,a. 82-Request for Inspection Form ft Habitat for Humanity® of Suffolk February 9, 2016 Town of Southold I -1 IL FEB .;fir __ Attn: Susan Pontino L ' y: - Building Department 1 2 2016 �_ ,,-...-1,-• PO Box 1171:._ . Southold, NY 11971 -„i :�_; _ ___________________ Dear Susan, = u"=” As per our conversation on February 4,2016, I am writing in regards to our building ='`� ° permit set to expire on April 6, 2016. 0 E The property is located at 550 Greenway East in Orient Point,the building permit Number is 39244. Please let me know what other information you need in order C-l) to give us an extension,of 6 months, making the new expiration date October 6, a 2016. 0 r' Please let me know if I will be receiving an update permit,or just an email confirmation from the building department acknowledging this request and updating the current --- _c expiration date. -::1T E I have attached a copy of the current building permit. .. o ak1::r' _.w a Thank you for your assistance. S w• ,4, Rega a -, -- a , �o Caroljean D'Aquila -: : -o Construction Associate -'4-,``',E.-",-,-- 0 Habitat for Humanity Suffolk -�n� -- .- (631)422-4828 ext 113 '= Email: habitatsuffolk@habitatsuffolkorg ,-,,,., -,:-..,7,---,-- . :-7:i ` � Y=* 0 Habitat for Humanit a u• .�,. . . ... . il'•71�r re —,.- -:.,• _,., ,. .t>" �;s,,,- ,441 of Suffolk • ... . tnl�r.Ti f-= '�:• : , � uK -r.: _ r- 1 HR'IT•T 4.7►CIF:3�.�' -`--;;;b `' 643 middle Countrg Road •) _ = middle Island, RY 11953 ax J ?II. WL- , , 14 t- TOWN OF SOUTHOLD QUITCLAIM DEED THIS INDENTURE, made the 28th day of February, 2014, between the OF SOUTHOLD, a municipal corporation of the State of New York, h pr TOWN having its pr offices at 53095 Main Road, Southold, New York 11971-0959, hereinafter HABITAT FOR HUMANITY OF SUFFOLK HOUSING incipal DEVELOPMENT FUND "Grantor" and COMPANY, INC., having its principal office_.at 643 Middle Count R New York 11953, hereinafter "Grantee", ry oad, Middle Island, WITNESSETH, that the Grantor, pursuant to Resolution adopted by the Town Board of the Town of Southold on Februa Num0e4 2014-176 consideration of Ten Dollars ($10.00) paid by the Grantee, does y ereb Oremise, release 4' in and quitclaim unto the Grantee, the heirs or successors and assigns of -RIOT g the Grantee, ALL THAT certain plot, piece or parcel of land, with any buildings rioiv improvements thereon erected, situate, lying and beinging and Southold, County of Suffolk and State of New York, describedTown of :K of the Suffolk County Real Property Tax Service Agency on the Tax Map Section 015.00, Block 02.00, Lot 014.000, and acquired as District 1000, dated January 8, 2014 from the County of Suffolkr y Quitclmol Deed 10 Liber recorded en Sim���i�}�p�� Page , known and designated as Lot 4 on a certain map entitled, "Map of Green Acres at Orient" and filed in the Suffolk Coun ffice as Map No. 3540 on April 13, 1962. ty Clerk's pt BEING AND INTENDED TO BE part of the same premises conve party of the first part as described in the Deed made by Angie M. Car ,yed to the County Treasurer of Suffolk County, recorded on May 12, er 126 4, the 2010 in Liber fiber 12524, Page PROVIDED, however, that the Grantee will be restricted in its use of the subject premises and will use said premises solely and exclusively for affordable housing purposes, with all right, title and interest reverting to the Grantor, option of the Grantor, in the event that the Grantee at any time uses or attempts the sole said subject premises for other than affordable housinges, attempts to use the approved plan submitted by the Grantee. The reverter clauses in accordance with shall apply to the Grantee, or any transferee from the Grantee form contained herein Article XIX -Affordable Home Ownership Development Program of ed pursuant to Finance Law of the State of New York, or a non-for-profit corporation the formedtu Housinge §402 of the Not-for-Profit Corporation Law for affordable housingpunder purposes. Additionally, if any one or more of the following occurs, thero by this deed shall revert as hereinbefore set forth to the Grantor: p perty secured 1) If the party of the second part fails to construct or com le affordable housing unit or units on said property within three (3) p to construction of years from the date of ,JA this Deed unless an extension of time is granted in writing, for good cause shown by the Suffolk County Director of Affordable Housing or any successor thereto. S extension shall not exceed two two-year extensions unless auch resolution of the party of the first part; pproved by duly enacted 2) If the income, at initial occupancy, of the occupant should exceed 80% of the H established median income for the Nassau-Suffolk PMSA based on famil size; UD y 3) If the subsidized purchase price of home should exceed 60% of median sales price for Suffolk County based upon the State of New York Mortgage a e q cy Guidelines; Agency 4) If the rent should exceed HUD established fair market rent for Nassau-Suffolk PMSA based upon bedroom size; olk 5) If the affordable housing unit or units are owner-occupied, and the to remain the principal residence of the owner for a period of five (5) consecutive ye fail If the affordable housing unit or units are tenant-occupied, and the unit or units ars. remain affordable for ten (10) consecutive years; fail to 6) If the party of the second part fails to certify to the Suffolk County Director Affordable Housing prior to closing of the title with any affordable housing g grantee: of a) the dates of completion and occupancy for any affordable housing unit or uni constructed or rehabilitated on said property; and is b) the total household income, from all sources, of the purchaser or purchase the property and his or her family; and rs of pt c) the total purchase or rental price of the affordable housing unit or units sold o otherwise transferred; and r d) the affordable housing unit or units meet local building and zoning codes. It is intended and agreed that the agreements and covenants herein shall be covenants running with the land and that they shall, in any event, and without regard to technical classification or designation, legal or otherwise, and except only as specific provided herein, be to the full extent permitted by law, binding for the benefit p ally ' favor of, and enforceable by, the Grantor. It is further understood that such aa nd in eme and covenants shall be binding only upon the Grantee, if it be a municipality; or anynts assigns of the Grantee, formed under Article XIX of the Private Housing Finance Law of the State of New York, or any affordable housing corporation created under Article and 15B of the General Municipal Law of the State of New York, or any not-for-profit corporation formed under §402 of the Not-for-Profit Corporation Law for affordable housing purposes, respectively, only for such period as they shall have title to interest in or possession of the property Or part thereof or an - 2 - eQ 'r' } yv,, ' ' l"'s,,Fit g or s?Part„of:,the atta.ched,.,_ ,.., . '!.f....Y�''.,'ff !40- - ' TOGETHER with all right, title and interest, if any, of the Grantor of, in and to, any streets and roads abutting the above-described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the Grantor in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the Grantee, the heirs or successors and assigns of the Grantee forever. SUBJECT to all covenants, restrictions and easements of record, if any. AND the Grantor, in compliance with Section 13 of the Lien Law, hereby covenants that the Grantor will receive the consideration for this conveey first andor ill hold the right to receive such consideration as a trust fund to be app purpose of paying the cost of the,eprovement and ent before using will alny paythe same rt of the tota'rst to I of thehsame e payment of the cost of the improv for any other purpose. IN WITNESS WHEREOF, the Grantor has duly executed this Deed the day and year first above written. TOWN OF OUTHOLD By: 64_,-...1A-4-0.11-)'?--- - -4- `�- Scott . Russell, Supervisor STATE OF NEW YORK ) ) ss: COUNTY OF SUFFOLK ) On the 28th day of February, 2014, before me, the undersigned, personally appeared SCOTT A. RUSSELL personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. l'\-- . . Notary Public ` - 3 - Pontino, Susan From: Pontino, Susan Sent: Thursday, May 19, 2016 2:14 PM To: 'Carol Jean Office Manager' Subject: BP 39244 - 550 Greenway East, Orient Just following up from the final inspection done on May 17, 016. Fina Board of Health i'the only item we are missing from the file. Once we receive it we will be able to issue th- C of 0. If y+u have any • -stions let me know. Thank you. Susan Pontino Clerk/Typist Southold Town Building Department rete, /r Fax Server - 9/22/2014 3:55:33 PM PAGE 2/003 Fax Server STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier la.Legal Name and Address of Insured(Use street address only) lb.Business Telephone Number of Insured HABITAT FOR HUMANITY OF SUFFOLK INC (631) 924-4966 643 MIDDLE COUNTRY RD Ic.NYS Unemployment Itasunenv Employes-Registration MIDDLE ISLAND, NY 11953 Mather of Insured 0457445 Id,Federal Employer Identification Number of Insured or Socialsectierity Ntrlttbet ' 112-84-0553 2_ Name and Address of the Entity Resat tina Proof of 3a,Name of Insurance Canter Coverage(Entity Being Listed as the Certificate Ifoldes) NEW YORK STATE INSURANCE FUND TOWN OF SOUTHOLD fib.Policy Number ofentity listed inbox°la': BLDG DEPT TOWN HALL DBL 3173 57- 3 SOUTHOLD, NY 11971 k Policy effective period: 07/01/2014to 07/01/2015 4.Po icy covers: • a.gg All of the employer's employees eligible under the New York Disability Benefits Law b.D Only the following class or classes of the employer's employees: Under penalty of pet)my,T certify that I sin an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insuranbe coverage as described above. .Date signed ' 09/22/2014 By Joseph J. Masi (Slgrat hie of insure roe ca niers authorized reptese rtataa of hte5 Lw road insure rce Agent of the t froura roe q frier) Title Director of DisabilitysBenefits Insurance TelepltoneNttutbct (866) 697-4332 1t5PORT b,NT: tlbo, 4 'is chocked,and this fegn F4 si tµ by the instirs are earner's sink wiled roprsssntatke or S Licensed Insurance A em of ihsi carrier,this certificate is CQMPt.ETE. ;Mil ii directly to the certificate balder_ If box"4b'is checked.this ceatificate is NOT COMPLETE for proposes of Section 224_Sebd.S of the Disability Benefits Law. It must be mailed for completion toibe Workers'Coonperfctrten Bond,ria Plant Acceptance Unit,20 Park Street.Agony,Nan.York 1'+303. PART 2.To be completed by NYS Workers'Compensation Board(Only If box"4b"of Part 1 has been checked) State Of New York Workers'Compensation Board mowing to infetinnalion maintained by the NYS Workers'Compensation Board.the altoveltatned employer has complied with the NYS Disability Benefits Law with respect to all of his ler employees. Date Signed By (Siptatwe vrNYS Woriterx'Cerupettrativrt Bowl Employee) Telephone Number Title .. . . .. .. . Please Note:Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance earners are authorized to issue Form DB-120.1• Insurance brokers are NOT authorized to issue this form. DB-00.I.(Sats) Certificate Number 286297 YSIF 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 A AA AAA 112840553 - - - , ' HABITAT FOR HUMANITY OF SUFFOLK INC. , • 643 MIDDLE COUNTRY ROAD MIDDLE ISLAND NY 11953 ' . - , POLICYHOLDER CERTIFICATE HOLDER HABITAT FOR HUMANITYOF SUFFOLK INC - -, TOWN OF BROOKHAVEN 643 MIDDLE COUNTRY ROAD ' . ' '1 INDEPENDENCE DR - - MIDDLE ISLAND NY.119.53 FARMINGVILLE NY 11738 • POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE ' - DATE -1,1201 379-3 1 996124 • 03/22/2014 TO 03/22/2015; '. 4/29/2014. ` --, THIS IS TO CERTIFY THAT,'THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE , FUND UNDER POLICY NO.1201 379-3 UNTIL 03/22/2015, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER' THE NEW YORK WORKERS' COMPENSATION LAW.WITH RESPECT,Tp ALL ' , OPERATIONS IN THE STATE OF NEW YORK; EXCEPT AS INDICATED BELOW.', i , IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 03/22/2015 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, '•30 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.,- ' ' 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 ' n vie___ : : ', , 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.250200733 ! 'U-26 3 A WELL® S.C.T.M. NO. DISTRICT: 1000 SECTION: 15 BLOCK: 2 LOT(S): 14 DRAINAGE CALCULATIONS: 4 ' , DWELLING ^ A) PROPOSED DWELLING =1,170 SQ.FT. W/WELL WATER 1,170 x 0.166=194.22 < 195cf REQUIRED c (2) 8'DIA x 3' DEEP DRYWELL=253cf PROVIDED ,..: j — — T VACANT 135' 0 LOT 5 NO���,5 — — I - -1 - - PROPOSED DWELLING & GARAGE = 1,170 S.F. .3-4 BEDROOM SANITARY SYSTEM 1,00 GAL. SPETIC TANK U.P.0 I (2J WOMx6DEEP LEACHING POOLS / N83°11 '50"E � �R� S . E Rf���II•E® CL 14.4 "ink EL 141 COn act TOS Engineering a1:L7 1560 before 41 ‘01 B'MIN / / Bac ill,OR Provide Engineer's Certificationt &-4 I rY that drainage has been installed Code O tt� t0 \ ORYWELL I O Z I (p ` 8'DIAx3'DEEP" 50' �p O .0 � 499' S.T. IJ O VACANT M I if 150' r, 40' / (13.0J" J '(13.0) a.. F+�1 210';, JJJV� COVERED O ' " » PORCH :.--% ex se GARAGE';+r CONC. GF(13.5) ^ O VACANT �o 0. s.o m 150' �a AGRICULTURAL W/BARN �I / EL 13.0 r',pROPO§ D'',; EL 12'8 V O NO SEPTIC/WELL <�41 ' 1 STY FRM. ;� Z J / �1 / W/CELLAR ! : 41.0, ' FFL(I6.0) �' a W Z ,�h y��" -/ / LAND N/F o ?ler OF W ? COVERED LATHAM W PORCH 26.0'` � i-77.0' / / LOT 4 (1.3.0 (13.03)•.,\,e, / Wr`') BbDIAxELL 3'DEEP `T���/A C,11 Z.F / O M g:I; ` 0 a Ic) L--- J EL IO:Z, L. EL 12.7 I' PROP SE /WELL CL 12.7 PIPE 1 Li u 6' STOCKADE FENCE FC�PIPE 0 I I p 1— FE,,4' STOCKADE_ FENCE . I +, ; \ 0.4'E S83°11 '50"i'V -- --- - z>'v.°-"f _�v_0 ii'- _ r \ I1 4 \ LOT 3 1 / DWELLING W/WELL WATER ELEV. 13.0 \ 1 / Is WELLQQ I O / ' WELL OL SANDY LOAM 0.5' 1 ....---- 143 0 I * DWELLING 1 BROWN Wale" W/WELL WATER p' SM LOAMY SAND 2.2' ��` ,.._.w...,e..... ..._.u...,....�,u,...,,.,......v,...a,,.u..m..,...,....>~r,., -• 8 .I �(S� ��.1� 5P�` Pa.+UFFOl.l4 COE1slIY DEF'r1h'TFr1rN Ol i�l AL'r 9 SERvIc ES BROWN a � �y�� ,Y Dor, e s C�. - Cad; 9 ,� '417ti insp �` PERMIT ® APF�1?®vat OF CcNs r�uCl�10ra E'012 A SW MEDIUM ]o 1^ .,n, 5 ��our-ealt�I) e s SAND a�� � 1 W /ri�I.j4P-1'JICOs .31?IGLE FAMVY RESIDENCE ONLY GRAVEL 1° �SAIL?L>tf.fl(S, C _ SEP 1 —GROUND WATER - .---- ' -..-- - ...9,j51,./: .�.-, / WATER EL 0.3 \ APPROVED , IN _ �..� .. �al m __ SW BROWN • Yom`' €: i't'AXIP�1 It$ ' ;,, MEDIUM In \ �_ i:?1e�'iCyCSdtiS r. &° EXP FF .,1 i":''S s:..%YE?,i; E'i'°2i+r1 o'._d is MJF APPROV/! GRAVEL 17' •"v N _..-..-._......_ _ �._ ._ ._ ° J ._.... AUG. 20, 2014 K. WOYCHUK LS ZONED R-40 NON—CONFORMING LOT - MAX LOT COVERAGE 20% _ / FRONT SET BACK 40' MAIN ROAD ` ` THE—WAIFa_._SUPPLY. WELLS;—BRYWELLS AND CESSPOOL REAR SET BACK 50' RT. 25 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS SIDE SETBACKS 15'MIN (35' TOTAL) N.Y.S. AND OR DATA OBTAINED FROM OTHERS. AREA: 20,250.00 SQ.FT. or 0.46 ACRES ELEVATION DATUM: NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION 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 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, GUARANTEES 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 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 tr• '6. RECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 4 CERTIFIED TO: HABITAT FOR HUMANITY OF SUFFOLK; MAP OF: GREEN ACRES AT 0-.tte: ,,4*,s, - FIDELITY NATIONAL TITLE INSURANCE COMPANY; FILED: APRIL 13, 1962 t�% ���� 9 ®Ca � SITUATED AT: ORIEN �� [1p� °.' TOWN OF: SOUTHOLD 4, ,' ,� - _ :,- KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, 'KW ,YQ1 4 1, � .. Professional Land Surveying and Design '� Co �c;.. r. d` P.O. Box 153 Aquebogue, New York 11931 ` Oci PHONE (631)298-1588 FAX (631) 298-1588 FILE # 13-126 SCALE: 1i1'_ O' DATE: JULY 22, 2013 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk N S.C.T.M. NO. DISTRICT: 1000 SECTION: 15 BLOCK: 2 LOT(S): 14 LOT 5 U.P.d N83°11 '50"E 150.00' I O O M rn M CD , conic. DRIVEWAY •' 'c: 0 .n % ,4=4 ND N/F LOT 4 LA'�,'•:;;o a'n`:,,..,:,,, �. a 4OF.,,,..•,b' LATHAM W47.0' :; �i , C. .— LI ,': ?;'•.''260' 77.0 : CO w CO P V' °p O co o 0 ct 0 Z 0 PIPE w __ _ w - _u o x,54' STOCKADE FENCE u 6' STOCKADE FENCE FC, PIPE 0.4'E •S83°11 '5 0"W 150.00' o.71#4 LOT 3 In cd V........:........................................„.......,...................... .. i73'k MAI ROAD l N.Y.S. RI. 25 ZONED R-40 NON-CONFORMING LOT '� C E W I MAX LOT COVERAGE 20% f L FRONT SET BACK 40'REAR SET 50' JAN SIDE SE BS5JAN AC K 'MIN (35' TOTAL) 2 0 2015 -J ,s/ BLDG DEPT _ TOWN OF SOUTHOLD THE WATER SUPPLY. WELLS,FROM AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 20,250.00 SQ.FT. or 0.46 ACRES ELEVATION DATUM: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION 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, GUARANTEES 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 STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 4 CERTIFIED TO: HABITAT FOR HUMANITY OF SUFFOLK; MAP OF: GREEN ACRES AT ORIENT FIDELITY NATIONAL TITLE INSURANCE COMPANY; FILED: APRIL 13, 1962 No.3540 * _ "_ SITUATED AT: ORIENT - TOWN OF: SOUTHOLD - KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK = Professional Land Surveying and Design 4-" P.O. Box 153 Aquebogue, New York 11931 FILE # 13-126 SCALE: 1"=30' DATE: JULY 22, 2013 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 15 BLOCK: 2 LOT(S): /4 Q'I®H.Ltl®S 10 NAM ;W Mmama #R10-14-0071 910? 0 z tint Q EACE3H1 E.° SEPTIC LOCATION POINT "A" POINT "B" SEPTIC 10' 68' LP#1 37' 85' LP#2 36' 74' .3-4 BEDROOM SANITARY SYSTEM 1,000 GAL. SPETIC TANK (2) 8b1Ax6'DEEP LEACHING POOLS LOT OT 5 PIPE N83°11 '50"E 150.00' CL 14.4 p EL 13.7 I EL 10.5 O0 E-1 O to �p ` 1 8'D�IAx3'DEEP L vp cn ' ICT ® ( S.T. in IJ41. W 03 01 "`1 EL 1.3.2 'EL 13.5 I-. ,,,:;.,J'21.0'.i,:,,, POINT A" PORCCOVERED ASPHALT DRIVEWAY v;GARAGE":r? O ',';';'GF 13.6,; / rzi CONC. r, , i ; :•;:;,,:;5iz, LOT 4 /�'„',1 STY'FRM. a LAND N/F ” � OF A �- DWELLING.'., � I IH :'-FFL 16.3 ''v 1I�� 41.0' " �4;'`';,'.;': :,;; ; ' LATHAMF W COVERED ,;:r: ,i::.(,'•i PORCH NW 'k EL 13.4 ' • f EL 13.6 0 0. V ,' 26.0':.,.„,;,� POINT"B V "' •k4 'R 0 \ •\NF Ir \ DRYWELL W Z 8 DIAx3'DEEP w co o ` O o_ Z WELL 0L. EL 12J EL 10 7 PIPE W " PIPE CL 1z.7 C - - . o I p FE , 4' STOCKADE FENCE_ - _ _ 6' STOCKADE FENCE F — _ - `u (; 0.4'E 883°11 '50"W 150.00' O°.7'Wcl LOT 3 w MAIN ROAD N.Y.S. RI. 25 ZONED R-40 NON-CONFORMING LOT MAX LOT COVERAGE 20% ' FRONT SET BACK 40' REAR SET BACK 50' SIDE SETBACKS 15'MIN (35' TOTAL) THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FINAL SURVEY 06-16-16 LOCA71ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 20,250.00 SQ.FT. or 0.46 ACRES ELEVATION DATUM: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION 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, GUARANTEES 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: LOT 4 CERTIFIED TO: HABITAT FOR HUMANITY OF SUFFOLK; MAP OF: GREEN ACRES AT ORIENT .. G, %:;�;c, .- ,;, ,, FIDELITY NATIONAL TITLE INSURANCE COMPANY; FILED: APRIL 13, 1962 No.3540 ,•. X4,0,----7--,,"�- ' ` SITUATED AT: ORIENT y�i+ f (j ' :� 14.4� ,d y,' 49rv`�I/nJ e��' ,t TOWN OF: SOUTHOLD ' t _ -` '►;, �(,,hi J KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK , ,;-:;L , ;a' ,,, . '',;;`� ;,` Professional Land Surveying and Design ,;;, { .� 0 P.O. Box 153 Aquebogue, New York 11931 �i'i0,'` = %•) PHONE (631)298-1588 FAX (631) 298-1588 FILE # 13—126 SCALE: 1".30' DATE: JULY 22, 2013 N.Y.-S. LISC.'NO. 050882 maintaining the records of Robert .1. Hennessy & Kenneth M. Woychuk F/l`/,41 e/g✓E/ OP/ S.C.T•M. NO. DISTRICT: 1000 SECTION: 15 BLOCK: 2 LOT(S): 14 #R10-14-0071 SEPTIC LOCATION POINT "A" POINT "B" SEPTIC 10' 68' LP#1 37' 85' LP#2 36' 74' 3-4 BEDROOM SANITARY SYSTEM 1,000 GAL. SPETIC TANK (2) 8'DIAx6 DEEP LEACHING POOLS LOT OT 5 OPIPE N83°11 '50"E 150.00' CL 14.4 EL 13.7 } EL 10.5 CI) ft (i) t\ o i v 0 M (p ` 83'DEEP p Cn S.T. rn 1 m CO EL 13.2 1IEL 13 L13.5 1.: W COVERED 0 POINTArrr.;GRA6 ';'x? O ASPHALT DRIVEWAY ;;GF3x+ /IIII ` `.J O GONG. LOT 4 1 STY`FRM:;,`o LAND N F _ z ,,,;, , z /�,.,..,...DWELLING';;;,;:� OF v 2;:,� ;FFL .16.3i'`'' v 1� 41.0 f✓ ?., :? ,,,,,,,,, ,,;,,;; LATHAM 1r 1 /� COVERED' ' , W PORCH �Wy ., , rg ., ,,,••,', ' EL 13.6 ��. F'�`1 EL 13.4 $a i'.:i` ;::26.0' :, V /Yq POINT"B' .•k 'R 0 \ SNE• 1•.. \ DRYWELL CO3 Z CO 8x3' 'DIADEEP • 0 0• co �j,. \ 0 , L.,, co o ` O a.a Z , . WELL EL 12.7 0 0 PIPE EL 10.7 CL 12.7 o FE , 4''STOCKADE FENCE 6' STOCKADE FENCE FC, PIPE _ -- -- -- -- - • -- I - tLII �' ,3' r „ i s1 0 9 S I o.4 E S83 11 50 W 150.00 o:9'w LOT 3 I": 12 ECIEGVE .... N. D N ROAD JUN 2 0 2�7� MAI 25 -SUFFC _'.."----•-r..-- N•Y.S. RI. -tt C :i;,s�!C: ca.�;RT IEE, -OF HEALTH SERVICEg BUILDING DEPT. Date JUN 3.<.1189 �"__ .�s;51ie:' _.E DWOR KS FOR TOWN OF SOUTHOLD —e _._ I�€`� r �ti;. 1p— 14_� Tne serrate dispasz 1 ---®._ insI�' w- and/or t•o 3•Ctii""Er thi ;"- Cci f�;i..'• S t� be satisfactory FOR A P,,,IayltrlU1 Cir T���other^ e ZONED R-40 �ge•�c. and found t„ �` NON-CONFORMING LOT �� BEDROC3lV3S ei _ MAX LOT COVERAGE 2090 �� FRONT SET BACK 40' g:r•-'' - =• - I Walte o,I,LaeT' e REAR SET BACK 50' .� »d - r ®f7tC8 0f Wasfe dBt@I° 1B11B B�BI�� SIDE SETBACKS 15'MIN (35' TOTAL) -----_____ _ MAY Z 4 2O1 - , __._ - 4:(;,r cil•TH SFRin THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL r``I' ;;' yr,;..,. 1 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FINAL SURVEY 06-16-16 __ I �1 ER MGT AND OR DATA OBTAINED FROM OTHERS. AREA: 20,250.00 SQ.FT. or 0.46 ACRES ELEVATION DATUM: UNAUTHORIZED AL TERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION 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 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, GUARANTEES 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 GUARAN TEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 4 CERTIFIED TO: HABITAT FOR HUMANITY OF SUFFOLK; MAP OF: GREEN ACRES AT ORIENT FIDELITY NATIONAL TITLE INSURANCE COMPANY; FILED: APRIL 13, 1962 No.3540 SITUATED AT: ORIENT - TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 4..4„,4, A illogsga P.O. Box 153 Aquebogue, New York 11931 FILE # 13-126 SCALE: r=30' DATE: JULY 22, 2013 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the jrecords of Robert .1. Hennessy & Kenneth M. Roychuk DO NOT PEOCEED WITH FRAMING U;\...r..SURVEY LIST OF DAWI \ GS OF FOUNDAT'1;:‘ LOCATION DRAIINIAk.,,z PLUMBING - 4:•D';:pvED. tOI:m cttiON ARE REQUIr ED Contact TOS Enineering at 765-1560 )efore Backfill,OR ,-i°vide Engineer's Certifi4 ]tion A - 0 COVE PAGE ALL PLUMgING WASTE / &WATER LINES NEED TESTING SEFORECOVERING" ;hat the drainage has been installed t ,Code"-, 0) , - , . - I---- LC) 00 0___ _____ _ (3 1 a) LC) - _ 4 _____ 01- SJI-- I- 0 /K A - 1 GE\ EAL CODE NOTES I 1 I r----. i---- .......... ...= 41=AMMAMIN I- C\I r---, 11111111111111.111M1111 I V- ringiwmgromp, V A - 2 F0U \ DATI0\ PLA \ (S1 SECTION3ROVED AS NOTED ,- ir-i-ami N.....,,,. 64 ,5 V DDL R RD PLUMBER CERTIFICATION .--?1- .)---(/' I '--- I :---_-_-- A ell ski ,1=_ d ' ii C 0 __) \ ATE/40/74/ B.P.# 0 , ON LEAD CONTENT BEFORED U ... 1 ,21., t Imh. uLi R nom_T =0 N..= A - 3 FLOO PLA \ CO CERTIFICATE OF OCCUPANCrEE. , BY,"4:1/1---"? - >-- 1.1 1.1 DEPARTMENT AT = IIIIIIMIIIIIIIIIIII 1 011 11111111E111111111M CY > m \ H W \/ OH ,‹ , 93J A - /1 ELEVATIONS & ,uF/3),Ia-pgi- gINNOT < 0 < . BUILDING 1.1 SOLDER USED IN WATER PM FOR THE. rimmisriwil 5-1802 8 AM TO 4 .. 7F6OLLOWING INSPECTIONS: 'IMI V DD F-- S A \ D , EXCEED 2/10 OF 1% LEAD. 1. FOUNDATION-TWO REQUIRED (..) FOR POURED CONCRETE (r) < A - 5 ENEGY STA & HIGH WI \ !NG Li_,- AI G L , D RST4Z7M RLIg._ &CAULKING CY •0 Z > r 3. INSULATION I 1 I E CONSTRUCTION &ELECTRICAL 4. FINAL- - 0 MUST BE COMPLETE FOR CO. OR ALL CONSTRUCTION SHALL MEET THE j © '.' REQUIREMENTS OF THE CODES OF NEW NOTIFY B :,' crt pro° ,c ,i,rn YORK STATE. NOT RESPONSIBLE FOR 0 < It„) > 0 "1- L_ V• 0...)• . 1 . REFERENCE STANDARD: 6. NAILING 8c FASTENING SCHEDULE 7. NAILING SCHEDULE 8. NAILING SCHEDULE FOR LEGEND r,„.... 1 •- Nr) 7. AMERICAN FOREST & PAPER ASSOC. (A.F.&P.A.) E 0 WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO-FAMILY DWELLINGS FOR STRUCTURAL MEIVBERS FOR UPLIFT STRAP RIDGE TENSION STRAP r 4 NEW CONSTRUCTION I I I ,,,'-- C\ CY CONNECTIONS GENERAL NOTES .,.., 2. OVERALL AREAS: miouiso.iigi LOAD BEARING WALL DESIGN OR CONSTRUCTION ERRORS. 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE RESIDENTIAL 14. ALL DRYWALL SHALL BE U.S.G. NATIONAL GYPSUM CO. 1/2" THICK 1,222 S.F. FIRST FLOORrheatedi WFCM WOOD FRAME CONSTRUCTION CODE OF NEW YORK STATE 2010 AND THE WOOD FRAME UNLESS OTHERWISE NOTED. 220 S.F. GARAGE WFCM WOOD FRAME 0 SD SMOKE DETECTOR CONSTRUCTION MANUAL-2001SBC HIGH WIND EDITION , ,s 180 S.F. PORCH MANUAL NAILING SCHEDULE-2001 EDITION CONSTRUCTION MANUAL NAILING SCHEDULE 15. INTERIOR PARTITIONS ARE TO BE CONSTRUCTED OF 2" x 4" WOOD ''0 ..i0 A. JOINT DESCRIPTION NUMBER OF I NAIL SPACING 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT PRIOR STUDS AT 16" O.C. WITH 1/2" GYPSUM BOARD BOTH SIDES UNLESS C.O. .. NAILS I WFCM WOOD FRAME FASTEST WINDSPEED (mph) FASTEST WINDSPEED (mph) CARBON MONOXIDE DETECTOR OTHERWISE NOTED. sow - 110 I 120 110 I 120 CO() TO STARTING ANY WORK. Cc Li/ it it fo, •,-. --1 , ROOF FRAMING HARDWARE.APPROPRIATE 1 . 4. • , ) Rafter to Top Plate (Toe-nailed) (Table 3.3A) 4-8d per rafter NAILING SCHEDULE 181 UNLESS NOTED OTHERWISE ETC., FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION 3:12 12 4 4 394 484 17. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE. THEREOF, IF REQUIRED. 3 DESIGN LOADING: Ceiling Joist to Top Plate (Toe-nailed) 4-6d per joist FASTEST WNDSPEED (mph) 16 5 6 525 645 18. PROVIDE 6'-8" MIN. CLEARANCE ABOVE STAIRS AS PER N.Y.S. CODE. (Table 3.3A) 110 I 120 20 6 7 657 807 II 3 1/2° x 3 1/2" PARALLAM POST 4. ALL STRUCTURAL LUMBER IN CONTACT WITH CONCRETE TO BE ACQ 4 / I Ice shield Air Ceiling Joist to Parallel Rafter (Face-nailed) 4-16d each lap FRAMING ROOF NUMBER OF 8d NAILS IN 24 7 8 788 968 UNLESS NOTED OTHERWISE USE TREATED METAL CONNECTORS W-IEN IN CONTACT WITH ACQ LUMBER 19. ALL WINDOWS SHALL BE PERMA-SHIELD INCLUDING DOUBLE- INSULATED GLASS, INSECT SCREEN, & JAMB EXTENDERS AS REQ'D, GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM Winter underlay- Flood (Table 3.7) SPACING SPAN (FT.) EACH END OF STRAP. Freezing 28 8 - 919 1129 5. ALL METHODS OF CONSTRUCTION INCLUDING FORM WORK AND AS MANUFACTURED BY ANDERSEN WINDOW OR APPROVED EQUAL SNOW DESIGN Weathen r•ngF ost line Design ment Hazards 12 12 3 3 PLACEMENT OF CONCRETE ARE TO BE CAREFULLY SUPERVISED BY 32 - - 1050 1291 FRAMING NOTATION LOAD SPEED (mph) CATEGORY depth Termite Decay Temp required Index Ceiling Joist to Laps Over Partitions 4-16d each lap 36 - - 1182 1452 16 3 4 0 16" O.C. THE CONTRACTOR. 20. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS Yes 510 Moderate Slight to 10/94 (Face-nailed) (Table 3.7) \ 11 20 3 4 4:12 12 3 3 312 382 6. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH 20 120 C Severe 3'-0" to Heavy Moderate 5/98 Collar tie to Rafter (Face-nailed) 3-8d per tie 24 4 5 Irk (Table 3.4) APPROVED AND IN ACCORDANCE WITH N.E.C. REGULATIONS. 16 4 4 416 510 DISAGREES VvITH THAT AS INDICATED ON THESE PLANS, THE 21. ALL PLUMBING SHALL BE IN STRICT ACCORDANCE WITH THE N.Y.S. 28 4 5 20 5 5 520 637 up ---- SECTION MARK CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT RESIDENTIAL CONSTRUCTION CODE. Blocking to Rafter(Toe-nailed) 2-8d each end 32 5 6 24 5 6 623 765 OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY 22. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN m co LLJ CEILING LIVE LOAD: 20 P.S.F. Rim Board to Rafter (End-nailed) 2-16d each end 36 5 7 28 6 7 727 892 AND LIABILITY THEREFROM. CONSENT OF THE ARCHITECT OR ENGINEER WILL NEGATE NE2ND. FLOOR LIVE LOAD: 30 P.S.F. 16 12 3 4 0 GALVANIZED METAL TE-DOWN CERTIFICATION OF THESE PLANS. - 1ST. FLOOR LIVE LOAD: 40 P.S.F. WALL FRAMING 16 36 8 935 1147 32 7 8 831 1020 7. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WTH A MINIMUM 4 5 SOIL PRESSURE OF 2,000 POUNDS PER SQ. FT. AND SHALL HAVE A 23. THE ARCHITECT HAS NOT BEEN RETAINED FOR ON-SITE INSPECTIONS EXTERIOR DECK LOAD: 40 P.S.F. Top Plate to Top Plate (Face-nailed) 2-16d per foot 20 4 5 5:12 12 2 3 240 295 X POST FROM ABOVE MINIMUM OF S-0" OF COVER. IF CONTRACTOR ENCOUNTERS AND / OR OBSERVATIONS OF THE CONSTRUCTION. SNOW LOAD (ROOF): 20 P.S.F. WIND LOAD: 36 P.S.F. (120 MPH) 24 5 6 16 3 4 320 393 POOR SOIL CONDITIONS THEY SHALL STOP WORK AND CONTACT SEISMIC LOAD: C ZONE (EXEMPT, SEE R301.2.2) Top Plates at Intersections (Face-nailed) 4-16d joints each side 28 6 7 20 4 4 400 491 <=0 SLOPED CEILING THE ARCHITECT. 24. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. Stud to Stud (Face-nailed) 2-16d 24* O.C. 36 - 28 5 AVERAGE DEAD LOAD (ALL ASSEMBLIES): 10 P.S.F EXCEPT AS NOTED. 32 6 7 8 24 4 5 6 480 560 589 688 8. ALL CONCRETE SHALL BE IN ACCORDANCE WITH TABLE R402.2 OF THE NEW YORK STATE RESIDENTAIL CODE. 25. THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS SEE PLANS FOR CALCULATIONS FOIR COMPLEX LOADING CONDITIONS, 32 5 7 640 786 19.2 12 4 5 BASEMENT SLAB: 2,500 psi OR SEE OUTLINE SPECIFICATIONS. STRUCTURAL ELEMENTS, & LOAD PATHS Header to Hedder (Face-nailed) 16d 16"o.c. along edges 16 4 5 36 6 7 720 884 FOUNDATION WALLS & FOOTINGS: 3,000 psi 26. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL Z GARAGE SLAB: , 3,500 psi REMAIN THE PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER 0 20 5 6 6:12 12 2 3 216 264 Top or Bottom Plate to stud (End-nailed) 2-16d per stud 24 6 7 ALL POURED CONCRETE FOOTINGS ARE TO BE REINFORCED WITH THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. LT) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 9.16 3 3 287 352 HEADER SCHEDULE (2) #5 REBAR HORIZONTAL CONTINUOUS. UNLESS OTHERWISE NOTED. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS - - 28 7 s 20 3 4 359 440 TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH W 36 8 - 28 4 5 503 616 ALL MA RAFTERS HAVING SLOPES GREATER THAIN 3/12 Bottom plate to Floor Joist, Bandjoist, 2-16d per foot 32 7 - 24 4 5 431 528 APPROPRIATE COMPENSATION TO THE ARCHITECT OR ENGINEER. L/180 Endj)ist, or P',-,.c.king (Face-nailed) 10. ALL STRUCTURAL WOOD FRAMING SHALL BE HEM-FIR NO.2 AS FOLLOWS WTIH NO FINISHED CEILING ATTACHED TO RAFTERS MATERIAL FOR WOOD FRAMING UNLESS OTHERWISE NOTED: cc NTERIOR WALLS & PARTITIONS H/180 FLOOR FRAMING 24 12 5 6 32 5 6 575 704 HAVE A MINIMUM fb OF 1050 P.S.I. BENDING STRESS = 975 Ds! (SINGLE) 27. THE CONTRACTOR IS TO PROVIDE PROPER SUPPORT AND LI FLOORS & PLASTERED CEILINGS L/360 16 5 7 BENDING STRESS = 1150 psi (REPE ALL OTHER STRUCTURAL MEMBERS L/240 TITIVE.) UNDERPINNING AS NECESSARY OF THE EXISTING CONSTRUCTION a_ Joist to Sill, lop Plate of Girder (Toe-nailed) 4-8d per joist , 36 .6 7 647 792 - 20 6 s 7:12 - 12:12 12 '2 2 201 245 NOMINAL LUMBER SIZE: SPANS: E = 1,300,000 THROUGHOUT CONSTRUCTION OF NEW FOUNDATION AND GIRDERS. Ct 0 EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 Bridging to Joist (Toe-nailed) 2-8d each end 24 7 - 16 3 3 267 327 (2) 2x8 UP TO 4?-0" 11. ALL HEADERS AT INTERIOR WALL CONSTRUCTION SHALL BE 28. DOUBLE MICROLAMS TO BE NAILED TOGETHER WITH TWO (2) ROWS WIND11 EXTERIOR WALLS- LOADS WITH BRITTLE FINISHES L/240 28 8 - 20 3 4 334 409 (2) 2x10 4'-0" TO 6'-0" (2) 2" X 6" UNLESS NOTED OTHERWISE. 16D COMMON WIRE NAIL AT 12" 0.C.. coi Lu EXTERIOR WALLS- WIND LOADS WITH FLEXIBLE FINISHES L/120 Blocking to Joist (Toe-nailed) 2-8d each end 32 - - 24 4 4 401 490 12. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND 29. ALL TRIMMED AND FLUSH CONNECTIONS BETWEEN JOISTS, POSTS, OR = Blocking to Sill or Top Plate (Toe-nailed) 3-16d each block 36 - - (2) 2x12 6'-O" TO 8'-O"28 4 5 468 572AROUND ALL OPENINGS. PROVIDE BLOCKING UNDER ALL PARTITION RAFTERS TO BEAMS, GIRDERS OR STRUCTURAL MEMBERS TO BE v) 32 5 6 535 654 POSTS SHALL BE 4x4 (NOMINAL) WALLS RUNNING PERPENDICULAR TO JOISTS. FASTENED USING GALVANIZED METAL HANGERS BY 'SIMPSON STRONG v) 4. EGRESS WINDOW SCHEDULE: Ledger Strip to Beam (Face-nailed) 3-16d each joist 36 5 6 602 736 *NOTE: ALL SIZES CALLED OUT ON ANY OF 13. ALL STRUCTURAL POSTS ARE TO BE SOLIDLY BLOCKED TO TOP OF TIE' OR APPROVED EQUAL. Joist on Ledger to Beam (Toe-nailed) 3-8d per joist THE FOLLOWING DRAWINGS WILL FOUNDATION WALL OR SUPPORT COLUMN BELOW. Li "4" WINDOWS MEETING OR EXCEEDING 5.7 SQUARE FEET SUPERSEDE THE SCHEDULE. , OF EMERGENCY ESCAPE AREA Band Joist to Joist (End-nailed) 3-16d per joist < ' l° T MODEL # CLEAR OPENING Band Joist to Sill of Top Plate (Toe-nailed) 2-16d per foot 00 3052 6.64 S.F. ROOF SHEATHING BUILDING PLAN REVIEW NOTE Structural Panels 8d 6" edge/12" field Li *-• Lu Lu 0 I-- Gable Endwall Rake / Overhangs (Table 3.8) 8d 4" edge/4" field BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DOCUMENT FOR MINIMAL ACCEPTABLE PLAN SUBMITTAL c‘i 0 Diagonal Board Sheathing REQUIREMENTS OF THE TOWN AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE OF THE STATE OF NEW YORK. >- Z 1"x6" or 1"x8" 2-8d per support THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE. THE SEAL AND SIGNATURE OF THE DESIGN PROFESSIONAL ...] = v) 1"xl 0" or wider 3-8d per support WOOD FRAME CONSTRUCTION MANUAL- 2001 EDITION HAS BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE BEST OF THE LICENSEE'S BELIEF AND INFORMATION, THE WORK IN THE DOCUMENT IS: < CEILING SHEATHING - ACCURATE Gypsum Wallboard 5d coolers 7" edge/10" field ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS- EXPOSURE B - CONFORMS WITH GOVERNING CODES APPUCAPBLE AT THE TIME OF SUBMISSION 5-: ROOF VENT J L-1 WALL SHEATHING - CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE 6 co SAFEGUARDING OF LIFE, HEALTH, PROPERTY, AND PUBLIC WELFARE z C.L.i Stuctural Panels i 8d 6" edge/ 12" field - IS THE RESPONSIBILITY OF THE LICENSEE C)F__ CO COI -I LLI 52' Er- CO LII Fiberboard Panels 7/16" 6d 3" edge/ 6" field THREE SECOND GUST 85 90 100 110 120 130 140 150 MEP STATEMENT OF COMPLIANCE aw E g d z c' PD 25/32" 8d 3" edge/ 6" field WIND SPEED (mph) CC CC LLI < Y < 1 ',/ Gypsum Wallboard 5d coolers 17" edge/ 10* field STRUCTURAL SHEATHING ALL HEATING, VENTILATION, AND AIR CONDITIONING WORK TO COMPLY WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE Hardboard 8d 6" edge/ 12" field E FIE FIEIFIE F E F E FIE F E F OF THE STATE OF NEW YORK[2010 EDITION] NON PRECRIPTVE DESIGNS AS PER ASCE 7-05 KITCHEN ALL ELECTRICAL WORK TO COMPLY WITH CHAPTERS 33-42 OF THE RESIDENTIAL CODE OF THE STATE OF NEW YORK. SHEATHING 1 TRUSS SPACING Particleboard Panels 8d (see manuf.) MAXIMUM NAIL SPACING FOR 8c1 COMMON NAILS OR 10d BOX NAILS (INCHE§, O.C,) LOCATION (INCHES, M.> ALL PLUMBING WORK TO COMPLY WITH CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF THE STATE OF NEW YORK. BATHROOM 2" Diagonal Board Sheathing 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 2" 1"x6"or 1"x8" 2-8d per support 1"x10"or wider 3-8d per support16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 INTERIOR ZONE 2" 19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 122 2" 2 FLOOR SHEATHING " 24 6 12 6 12 6 12 6 12 6 12 6 12 6 122 6 122 2" Structural Panels I-- LAV SINK 12 6 12 6 12 6 12 6 122 6 122 6 122 6 6 6 6 TLT I I I I 1" or less 8d 6" edge/ 12" field 16 6 12 6 12 6 122 6 122 6 12 6 6 63 63 63 63 Li TUB '--4J--' -\, greater than 1" Diagonal Board Sheathing 10d 6" edge/ 6" field PERIMETER EDGE ZONE 19.2 6 122 6 122 6 122 6 12 6 12 63 63 63 63 44 44 WOOD FRAME CONSTRUCTION MANUAL- 2001 EDITION >-- I I I \ ] 7 1"x6"or 1"x8" . 2-8d per support 24 6 122 6 122 6 6 63 63 63 63 63 63 44 44 44 44 WALL SHEATHING / CLADDING ATTACHMENT REQUIREMENTS/ WIND LOADS- EXP B 1ST FLOOR 1"x1Cror wider 3-Eid per support GABLE ENDWALL RAKE TRUSS W/ LOOKOUT BLOCK 6 6 63 63 63 63 63 63 4 4 44 44 - - - - ir LL_ (f) 1. Nailing requirements are based on wall sheathing nailed 6 inched on center at the GABLE ENDWALL RAKE TRUSS W/O RAKE OVRHANG 6 6 6 6 6 6 6 6 6 6 63 63 63 63 63 63 2" 3" 2" panel edge. If wall sheathing is nailed 3 inches on-center at the panel edge to Li... F--- obtain higher shear capacities, nailing requirements for structural members shall be BOARD SHEATHING THREE SECOND GUST 85 90 100 110 120 130 140 150 doubled, or alternate connectors, such as shear plates, shall be used to maintain the WIND SPEED (mph) Z n7 load path. 3" SHEATHING TRUSS SPACING / 2.nTilesnsvall bepermitted ctoontii)neuroeulo)evgrtocoTnVdednarrpmebrerfos,ott.he tabulated number of SIZE (INCHES, ELC.> MINIMUM NUMBER OF 8o1 COMMON NAILS OR 10d BOX NAILS PER SUPPORT STRUCTURAL SHEATHING C.O. C.O. 3. Corrosion resistant 11 gage roofing nails and 16 gage staples ore permitted, check 1 x 6 OR 1 x 8 SHEATHING 12- 19.2 2 2 2 2 2 2 2 2 ' E FIE FIE FIE FIE FIE F IE F E F R' > TO SUFFOLK IBC for additional requirements. SHEATHING 1 STUD SPACING 1 0 COUNTY APPROVED C.021 x 10 OR LARGER SHEATHINC 12- 19.2 3 3 3 3 3 3 3 3 (SEPTIC SYSTEM ______ 4" LOCATION (INCHES, D.C.) MAXIMUM NAIL SPACING FOR 8d COMMON NAILS OR lOd BOX NAILS (INCHEgt, 0.C.) Li_ 0 FASTENERS FOR ASPHALT ROOF SHINGLES I 0 4" C.I. i RR905.2.5 Fasteners. Fasteners for asphalt shingles shall be E- NAIL SPACING AT PANEL EDGES (In,) galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 gage [0.105 inch (2.67 mm)] shank with a minimum 3/8-inch F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (In.) INTERIOR ZONE 6 12 6 12 I 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 W.M. 6 12 6 12 6 12 6 12 6 12 6 122 6 122 6 122 (9.5 mm) diameter head, ASTM F 1667, of a length to penetrate through the roofing materials and a minimum of 3/4 inch (19.1 rim) into the roof 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 PERIMETER EDGE ZONE 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 122 CELLAR thick, the fasteners shall penetrate through the sheathing. Fasteners sheathing. Where the roof sheathing is less than 3/4 inch (19.1 mm) EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 2. TABULATED 12' D.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/ TRUSS FRAMING MEMBERS WITH G 1 0.49. FOR FRAMING MEMBERS WITH 6 12 6 12 6 12 6 12 6 122 6 122 6 122 6 122 shall comply with ASTM F 1667. 0.42 < G < 0.49, THE NAIL SPACINGS SHALL BIE REDUCED TO 6 INCHES D.C. < H- of fasteners required by the manufacturer. For normal application, 0.42 < G < 0.49, THE NAIL SPACINGS SHALL BIE REDUCED TO 4 INCHES D.C. Lu asphalt shingles shall be secured to the roof with not less than four SHEATHING TRUSS SPACING --) < 4. TABULATED 4' D.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/ TRUSS FRAMING MEMBERS WITH G > 0.49. FOR FRAMING MEMBERS WITH SIZE (INCHES, 0.C.) MINIMUM NUMBER OF 8d COMMON NAILS OR 10d BOX NAILS PER SUPPORT 0 fasteners per strip shingle or two fasteners per individual shingle. 0.42 I G < 0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. Cc Where the roof slope exceeds 20 units vertical in 12 units horizontal - EL (7) (20:12), special methods of fastening are required. 5, TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. 1 x 6 OR 1 x 8 SHEATHING 2 2 2 2 2 2 2 2 EXCEPTION: Asphalt strip shingles shall have a minimum of six lx10 OR LARGER SHEATHING 3 3 3 3 3 3 3 3 fasteners per shingle where the roof is in one of the following N.T.S. categories: E- NAIL SPACING AT PANEL EDGES (In.) hour (177 km/h) or greater and the eave is 20 feet (6096 mm) or 1. The basic wind speed per Figure RR301.2(4) is 110 miles per F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (In.) higher above grade. 2. The basic wind speed per Figure RR301.2(4) is 120 miles per hour 1. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED, AC (193 km/h) or greater. 2. TABULATED 12' D.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS WITH G 2 0.49, FOR FRAMING MEMBERS WITH PLUMBING RISER DIAGRAM 3. Special wind zones per Figure RR301.2(4). 0.42 < G < 0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES D.C. 6 3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR COMMON NAILS. z 4. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. I- Lu L.Li = (r)_ R303 LIGHT, VENTILATION AND HEATING R311.5 Stairways R807 ATTIC ACCESS M1501 CLOTHES DRYERS EXHAUST R303.6 Stairway illumination R311.5.1 Width R807.1 Attic access M1501.1 General Stairways shall not be less than 36 inches (914 mm) in clear width at all points above the permitted handrail height and below the required In buildings with combustible ceilingor roof construction, an attic access opening All interior and exterior stairways shall be provided with a means to illuminate the stairs, including the landings and treads. Interior stairways 9p g shall be provided to attic areas that exceed 30 square feet Dryer exhaust systems shall be independent of all other systems, shall convey the moisture to the outdoors and shall terminate on the outside Iprovided with an artificial light source located in the immediate vicinityof each landing of the stairway. For interior stairs the artificial headroom height. Handrails shall not project more than 4.5 inches (114 mm) on either side of the stairway and the minimum clear (2.8 m2) and have a vertical height of 30 inches (762 mm) or greater. of the building. Exhaust duct terminations shall shall be 9 g a be in accordance with the dryer manufacturer's installation instructions. Screens shall not be light sources shall be capable of illuminating treads and landings to levels not less than 1 foot-candles (11 lux) measured at the center of width of the stairway at and below the handrail height, including treads and landings, shall not be less than 31.5 inches (787 mm) where a installed at the duct termination. Exhaust ducts shall not be connected with sheet-metal screws or fasteningmeans which extend into the treads and landings. Exterior stairways shall be provided with an artificial light source located in the immediate vicinity of the top landing of handrail is installed on one side and 27 inches (698 mm) where handrails are provided on both sides. The rough-framed opening shall not be less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other duct. Exhaust ducts shall be equipped with a backdraft damper. Exhaust ducts shall be constructed 9p c nst ucted of minimum 0.016-inch-thick (0.406 mm) the stairway. Exterior stairways providing access to a basement from the outside grade level shall be provided with an artificial light source readily accessible location. A 30-inch (762 mm) minimum unobstructed headroom in the attic space shall be provided at some point above rigid metal ducts, having smooth interior surfaces with joints running in the direction of air flow. Flexible transition ducts used to connect the located in the immediate vicinity of the bottom landing of the stairway. Exception: the access opening. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. dryer to the exhaust duct system shall be limited to single lengths, not to exceed 8 feet (2438 mm) in length and shall be listed and labeled The width of spiral stairways shall be in accordance with Section R311.5.8. in accordance with UL 2158A. Transition ducts shall not be concealed within construction. Fire dampers shall not be installed in clothes dryer 00 Exceptions: R905 REQUIREMENTS FOR ROOF COVERINGS exhaust duct systems. 1. An artificial light source is not required at the top and bottom landing, provided an artificial light source is located directly over R311.5.2 Headroom 0 each stairway section. The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches (2036 mm) measured vertically from the sloped R905.2.7 Underlayment application Exception: r 2. Owner-occupied one-family dwellings not supplied with electrical power in accordance with Section RE3301.5. plane adjoining the tread nosing or from the floor surface of the landing or platform. For roof slopes from two units vertical in 12 units horizontal (17-percent slope), up to four units vertical in 12 units horizontal (33-percent This section shall not apply to condensing (ductless) clothes dryers. �-/ slope), underlayment shall be two layers applied in the following manner. Apply a 19-inch (483 mm) strip of underlayment felt parallel with and LI) R303.6.1 Light activation R311.5.3 Stair treads and risers starting at the eaves, fastened sufficiently to hold in place. Starting at the cave, apply 36-inch-wide (914 mm) sheets of underlayment, M1501.2 Exhaust duct size I I The control for activation of the required interior stairway lighting shall be accessible at the top and bottom of each stairway without overlapping successive sheets 19 inches (483 mm), and fastened sufficiently to hold in place. For roof slopes of four units vertical in 12 units The diameter of the exhaust duct shall be as required by the clothes dryer's listingand the manufacturer's installation instructions. traversing any steps. The illumination of exterior stairways shall be controlled from inside the dwelling unit. R311.5.3.1 Riser height horizontal (33-percent slope) orgreater, un rl Ye 9 ( p de ayment shall be one layer applied in the following manner. Underlayment shall be applied shingle N The maximum riser height shall be 81/4 inches (209 mm). The riser shall be measured vertically between leading edges of the adjacent treads. fashion, parallel to and starting from the cave and lapped 2 inches (51 mm), fastened sufficiently to hold in place. End laps shall be offset by M1501.3 Length limitation Exceptions: The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). 6 feet (1829 mm). The maximum length of a clothes dryer exhaust duct shall not exceed 25 feet (7620 mm) from the dryer location to the wall or roof 1. Lights that are continuously illuminated or automatically controlled. termination. The maximum length of the duct shall be reduced 2.5 feet (762 mm) for each 45-degree (0.79 rad) bend and 5 feet (1524 mm) N- 7--- 2. Owner-occupied one-family dwellings not supplied with electrical power in accordance with Section RE3301.5. R311.5.3.2 Tread depth R905.2.7.1 Ice protection Pfor each 90-degree (1.6 rad) bend. The maximum length of the exhaust duct does not include the transition duct. I1-) The minimum tread depth shall be 9 inches (229 mm). The tread depth shall be measured horizontally between the vertical planes ofthe In areas where the average daily temperature in January is 25'F (-4'C) or less or when Table R301.2(1) criteria so designates, an ice foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs barrier that consists of a least two layers of underlayment cemented together or of a self-adhering polymer modified bitumen sheet, Exceptions:8308 GLAZING shall be used in lieu of normal underlayment and extend from the cave's edge p shall not exceed the smallest by more than 3/8 inch (9.5 mm). Winder treads shall have a minimum tread depth of 10 inches (254 mm) ,l Ym g to a point at least 24 inches (610 mm) inside the exterior 1. Where a clothes dryer booster fan is installed and listed and labeled for the application, the maximum length of the exhaust duct, \ measured as above atapoint 12 inches (305) mm from the side where the treads are narrower. Winder treads shall have a minimum tread wall line of the building. includin an transition duct, shall be > R308.4 Hazardous locations 9 y permitted to be in accordance with the booster fan manufacturer's installation in structions.Where a The following shall be considered specific hazardous locations for the purposes of glazing: depth of 6 inches (152 mm) at any point. Within any flight of stairs, the greatest winder tread depth at the 12 inch (305 mm) walk line shall clothes dryer booster fan is installed and not readily accessible from the room in which the dryer is located, a permanent identifying label not exceed the smallest by more than 3/8 inch (9.5 mm). Exception: shall be placed adjacent to where the exhaust duct enters the wall. The label shall bear the words "This dryer exhaust system is equipped with Q 1. Glazing in swinging doors except jalousies. Detached accessory structures that contain no conditioned floor area. a remotely located booster fan." R311.5.3.3 Profile 2. Where the make and model of the clothes dryer to be installed is known and the manufacturer's installation instructions for such 0 ^ R905.2.7.2 Underlayment and high wind dryer are provided to the code enforcement official, the maximum length of the exhaust duct, including anytransition duct, shall be permitted 2. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold closet door assemblies. The radius of curvature at the leading edge of the tread shall be no greater than 9/16 inch (14.3 mm). A nosing not less than 3/4 inch (19 P / ._ v J Underlayment applied in areas subject to high winds [greater than 110 mph (177km/h) per Figure R301.2(4)] shall be applied with to be in accordance with the dryer manufacturer's installation instructions. mm) but not more than 11/4 inch (32 mm) shall be provided on stairways with solid risers. The greatest nosing projection shall not exceedYe 3. Glazing in storm doors. the smallest nosing projection by more than 3/8 inch (9.5 mm) between two stories, including the nosing at the level of floors and landings. corrosion-resistant fasteners in accordance with manufacturer's installation instructions. Fasteners are to be applied along the overlap not M1506 MECHANICAL VENTILATION / 4. Glazing in all unframed swinging doors. Beveling of nosing shall not exceed 1/2 inch (12.7 mm). Risers shall be vertical or sloped from the underside of the leading edge of the tread farther apart than 36 inches (914 mm) on center. above at an angle not more than 30 (0.51 rad) degrees from the vertical. Open risers are permitted, provided that the opening between R1002 FACTORY-BUILT CHIMNEYS M1506.1 General I I - O 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any part of a building treads does not permit the passage of a 4-inch diameter (102 mm) sphere. • Where toilet rooms and bathrooms are mechanically ventilated, the ventilation equipment shall be installed in accordance with this section. IDwall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) measured vertically R1002.1 Listing \above any standing or walking surface. Exceptions: Factory-built chimneys shall be listed and labeled and shall be installed and terminated in accordance with the manufacturer's installation M1506.2 Recirculation of air _I `C1. A nosing is not required where the tread depth is a minimum of 11 inches (279 mm). instructlions.6. Glazing, in an individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24-inch (610 mm) arc 2. The opening between adjacent treads is not limited on stairs with a total rise of 30 inches (762 mm) or less. Exhaust air from bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit. /ofthe door in a closed position and whose bottom edge is less than 60 inches (1524 mm) above the floor or walking surface. R1002..2 Decorative shrouds M1506.3 Ventilation rate >R311.5.4 Landin s for stairwa s O v h meets all of the g yDecoratlive shrouds shall not be installed at the termination of factory-built chimneys except where such shrouds are listed and labeled for use Ventilation systems shall be designed to have the capacity to exhaust the minimum air flow rate determined in accordance with Table M1506.3. CD 7. Glazing in an individual fixed or operable panel, other than those locations described in Items 5 and 6 abo e, t at There shall be a floor or landing at the top and bottom of each stairway. with the specific factory-built chimney system and installed in accordance with the manufacturer's installation instructions. \following conditions: `CException: R1002,.3 Solid fuel appliances AREA TO BE VENTILATED VENTILATION RATES °7.1. Exposed area of an individual pane greater than 9 square feet (0.836 m2). A floor or landing is not required at the top of an interior flight of stairs, provided a door does not swing over the stairs. Factory-built chimneys for use with solid fuel-burning appliances shall comply with the Type HT requirements of UL 103. (�/ 7 7.2. Bottom ed a less than 18 inches 457 mm above the floor. KITCHENS 2510CFM IONTINUOUS OR II O 9 ( ) A flight of stairs shall not have a vertical rise greater than 12 feet (3658 mm) between floor levels or landings. EKCeptlOn: 25 CFM CONTINUOUS7.3. To ed a renter than 36 inches 914 mm above the floor. Chimneys for use with fireplace stoves listed only to UL 737 shall comply with the requirements of UL 103. BATHROOMS - TOILET ROOMS MECHANICAL EXHAUST CAPACITYP 9 9 ( ) The width of each landing shall not be less than the stairway served. Every landing shall have a minimum dimension of 36 inches (914 III (� (�/OF 50 CFM INTERMITTENT OR W ` \ I 17.4. One or more walking surfaces within 36 inches (914 mm) horizontally of the glazing. mm) measured in the direction of travel. R1002.4 Factor built fireplaces Y- 20 CFM CONTINUOUS8. All glazing in railings regardless of an area or height above a walking surface. Included are structural baluster panels and nonstructural 8311.5.5 Stairway Walking SurfaceChimneys for use with factory-built fireplaces shall comply with the requirements of UL 127. in-fill panels. The walking surface of treads and landings of stairways shall be sloped no steeper than one unit vertical in 48 inches horizontal (2-percent R1002.5 Support M1702 ALL AIR FROM INSIDE THE BUILDING slope). Where fiactory-built chimneys are supported by structural members, such as joists and rafters, such members shall be designed to support the 9. Glazing in walls and fences enclosing indoor and outdooir swimming pools, hot tubs and spas where the bottom edge of the glazing is less additional load. M1702.1 Required volumethan 60 inches (1524 mm) above a walking surface and within 60 inches (1524 mm) horizontally of the water's edge. This shall applyto single R311.5.6 Handrails •lazin and all in multi le lazin Handrails shall be provided on at bast one side of each continuous run of treads or flight with four or more risers. 81002_6 Medium-heat appliances Where the volume of the space in which fuel-burning appliances are installed is greater than 50 cubic feet per 1,000 Btu/h (4.83 L/W) of ?, ARcy. glazing panesP glazing. Factor built chimneysfor medium-heat appliances producingflue gases havinga temperature above 1,0007E 538'C , measured at the aggregate a input rating in buildings of ordinary tightness, insofar as infiltration is concerned, normal infiltration shall be regarded adequate �Q, :Y- PP P ( ) provide combustion air. Rooms communicating directly with the space in which the appliances are installed through openings not furnished ( oR.4l, 10. Glazing adjacent to stairways, landings and ramps within 36 inches (914 mm) horizontally of a walking surface when the exposed R311.5.6.1 Height entrance to the chimney shall comply with UL 959. with doors shall be considered part of the required volume.surface of the glass is less than 60 inches (1524 mm) above the plane of the adjacent walking surface. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than34 inches (864 mm) and not more than 38 inches (965 mm). R1004 FACTORY-BUILT FIREPLACES M1702.2 Confined space 11. Glazing adjacent to stairways within 60 inches (1524 mrn) horizontally of the bottom tread of a stairway in any direction when the Where the space in which the appliance is located does not meet the criterion specified in Section M1702.1, two permanent openings to exposed surface of the glass is less than 60 inches (1524 mm) above the nose of the tread. R311,5.6.2 Continuity R1004..1 General adjacent spaces shall be provided so that the combined volume of all spaces meets the criterion. One opening shall be within 12 inches (305 Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point Factory-built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factor built mm) of the top and one within 12 inches 305 mm of the bottom of the space, as illustrated in Figure M1702.2. Each opening shall have Exception: directlyabove lowest riser of the flight. Handrail ends shall be returned or shall terminate in newelposts or safetyterminals. Handrails g ( ) P 9 t 9 ° e ° 9 fireplaces shall be tested in accordance with UL 127. free area equal to a minimum of 1 square inch per 1,000 Btu/h (2201 mm2/kw)�input rating of all appliances installed within the space, but �� (.);- ',a - . The following products, materials and uses are exempt from the above hazardous locations: adjacent to a wall shall have a space of not less than 1 1/2 inch (38 mm) between the wall and the handrails. not less than 100 square inches (64415 mm2). =s ry 1. Openings in doors through which a 3-inch (76 mm) sphere is unable topass. R1004.,2 Hearth extensions 9 P Exceptions: Hearth extensions of approved factory-built fireplaces shall be installed in accordance with the listing of the fireplace. The hearth extension M1702.3 Unusually tight construction 2. Decorative glass in Items 1, 6 or 7. 1. Handrails shall be permitted to be interrupted by a newel post at the turn. shall be readily distinguishable from the surrounding floor area. Where the space is of adequate volume in accordance with Section M1702.1 or Section M1702.2, but is within a buildingsealed so tightly that 3. Glazing in Section R308.4, Item 6, when there is an intervening wall or other permanent barrier between the door and the glazing. 2. The use of a volute, turnout, starting easing or starting newel shall be allowed over the lowest tread. infiltration air is not adequate for combustion, combustion air shall be obtained from outdoors or from spaces free) communicatingwith the 4. Glazing in Section R308.4, Item 6, in walls perpendicular to the plane of the door in a closed position or where access through the q P Y door is to a closet or storage area 3 feet (914 mm) or less in depth. Glazing in these applications shall comply with Section R1004.•3 Decorative shrouds outdoors in accordance with Section M1703. m 8311.5.6.3 Handrail grip size Decoratiive shrouds shall not be installed at the termination of chimneys for factory-built fireplaces except where such shrouds are listed and co w R308.4, Item 7. All required handrails shall be of one of the following types or provide equivalent graspability. labeled for use with the specific factory-built fireplace system and installed in accordance with the manufacturer's installation instructions. M1703 ALL AIR FROM OUTDOORS 5. Glazing in Section R308.4, Items 7 and 10, when a protective bar is installed on the accessible side(s) of the glazing 36 inches ± 2 inches (914 mm " 51 mm) above the floor. The bar shall be capable of withstanding a horizontal load of 50 pounds per linear foot 1.Type I. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4 inches (32 mm) and not greater than 2 (74.5 kg/m) without contacting the lass and be a minimum of 11 2 inches 38 mm in height. An unv ,4 Unventedggas log heaters M1703.1 Outdoor air 9/ ) 9 9 / ( ) 9 inches (51 mm). If the handrail is not circular it shall have a perimeter dimension of at least 4 inches (102 mm) and not greater than 6 1/4 An unvented as to heater shall not be installed in a factory-built fireplace unless the fireplace tem has been 6. Outboard panes in insulatingglass units and other multipleglazedpanels in Section R308.4, Item 7, when the bottom edge of the 9 such Y P P system specifically tested, listed Where the space in which fuel-burning appliances are located does not meet the criterion for indoor air specified in Section M1702, outside P 9 inches (160 mm) with a maximum cross section of dimension of 2 1/4 inches(57 mm). and labeled for use in accordance with UL 127. P 9 PP P glass is 25 feet (7620 mm) or more above grade, a roof, walking surface, or other horizontal [within 45 degrees (0.79 rad) of combustion air shall be supplied as specified in Section M1703.2. horizontal] surface adjacent to the glass exterior. 2. Type II. Handrails with a perimeter greater than 6 1/4 inches (160 mm) shall provide a graspable finger recess area on both sides of the 7. Louvered windows and jalousies complying with the requirements of Section R308.2. M1703.2 Two openings or ducts profile. The finger recess shall begin within a distance of 3/4 inch (19 mm) measured vertically from the tallest portion of the profile and 81005 EXTERIOR AIR SUPPLY 8. Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing support. achieve a depth of at least 5 16 inch (8 mm) within 7 8 inch (22 mm) below the widestportion of theprofile. This required depth shall Outside combustion air shall be supplied through openings or ducts, as illustrated in Figures M1703.2(1),1), M12 inch2), M1703.2(3) and P / / q P 9. Safety glazing in Section R308.4, Items 10 and 11 is not required where: M1703.2(4). One opening shall be within 12 inches (305 mm) of the top of the enclosure, and one within 12 inches (305 mm) of the bottom 9.1. The side of a stairway, landing or ram has a guardrail or handrail, including balusters or in-fill panels, complyingwith the continue for at least 3/8 inch (10 mm) to a level that is not less than 1 3/4 inches (45 mm) below the tallest portion of the profile. The 81005..1 Exterior air z y g P 9 9 P widthof the handrail above the recess shall be 11 4 inches (32 mm) to a maximum of 2 3 4 inches (70 mm . Edges shall have a Factory-builtof the enclosure. Openings are permitted to connect all spaces directly communicating combustionair with the outdoors, such the ppeopen spaces or p provisions of Sections 1012 and 1607.7 of the Building Code of New York State; and minimum / / ) 9 or masonry fireplaces covered in this chapter shall be equipped with an exterior air supply to assure proper fuel combustion ventilated attic spaces. The same duct or opening shall not serve both openings. The duct serving upper opening shall be 9.2. The plane of theglass isgreater than 18 inches (457 mm) from the railin minimum radius of 0.01 inches (0.25 mm). unless the room is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. level or extend upward from the appliance space. P 9 N 9• P PP• P57 8309 GARAGES AND CARPORTS R311.5.7 Illumination R1 005.1.1 Factory-built fireplaces M1703.2.1 Size of openings cc All stairs shall be provided with illumination in accordance with Section R303.6. Extterior combustion air ducts for factory-built fireplaces shall be a listed component of the fireplace and shall be installed according to Where communicating with the outdoors by means of vertical ducts, each opening shall have a free area of at least 1 square inch per X the fireplace manufacturer's instructions. 4,000 Btu/h (550 mm2/kw) of total input rating of all appliances in the space. Where horizontal ducts are used, each opening shall have a R309.1 Opening protection R311.5.8 Special stairways a free area of at least 1 square inch Openings from aprivate garage directlyinto a room used for sleeping purposes shall not bepermitted. Other openings between the garage spiralstairways, stairways comply requirementsexceptsame minimum r q per 2,000thBtu/h (11 free00 mm2/kw)ofthef total input of whichll appliances in the The minimumn. Ducts shall be of the - P� 9 P P - Circular stairways, winders and bulkhead enclosure shall com I with all of Section R311.5 as 81005.1.2 Masonry fireplaces cross-sectional area as the required area of openings to they connect. �p and residence shall be equipped with a 3/4 hour fire-protection-rated door assembly equipped with a self-closing device. specified below. Listed combustion air ducts for masonry fireplaces shall be installed according to the terms of their listing and manufacturer's cross-sectionaldimension of rectangular air ducts shall be 3 inches (76 mm). LI- instructions. R309.1.1 Duct penetration R311.5.8.1 Spiral stairways M1703.3 Attic combustion air o Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a Spiral stairways are permitted for interior use as a component of the means of egress from a habitable room, a basement or an attic, R1005..2 Exterior air intake C minimum No. 26 gage (0.48 mm) sheet steel and shall have no openings into the garage. provided the minimum width shall be 26 inches (660 mm) with each tread havinga 71/2-inch (190 mm) minimum tread depth at 12 inches The exterior air intake shall be capable of providingall combustion air from the exterior of the dwellingor from spaces within the dwellingCombustion air obtained from an attic area, as illustrated in Figure M1703.2(3), shall be in accordance with the following: v) / P P P v) from the narrower edge. All treads shall be identical, and the rise shall be no more than 91/2 inches (241 mm). A minimum headroom of 6 ventilated with outside air such as no mechanically ventilated crawl or attic spaces. The exterior air intake shall not be located within the 1. The attic ventilation shall be sufficient to provide the required volume of combustion air. R309.2 Separation required feet 6 inches (1982 mm) shall be provided. A spiral stair is not permitted to be the only means of egress from a story of a building. garage or basement of the dwelling nor shall the air intake be located at an elevation higher than the firebox. The exterior air intake shall be q The garage shall be separated from the residence and its attic area by horizontal or vertical separations conforming to Sections R309.2.1 and covered with a corrosion-resistant screen of 1/4-inch (6.4 mm) mesh. 2. The combustion air opening shall be provided with a metal sleeve extending from the appliance enclosure to at least 6 inches (152 mm) R309.2.2. R311.5.8.2 Bulkhead enclosure stairways above the top of the ceiling joists and ceiling insulation. < _ Vertical separations Stairways serving bulkhead enclosures, not part of the required building egress, providing access from the outside grade level tothe basement R1005.,3 Clearancefn I R309.2.1 p shall be exempt from the requirements of Sections 8311.4.3 and 8311.5 where the maximum height from the basement finished floor level to Unlisted combustion air ducts shall be installed with a minimum 1-inch (25.4 mm) clearance to combustibles for all parts of the duct within 5 3. An inlet air duct within an outlet air duct shall be an acceptable means of supplyingattic combustion it co Where partitions are used to separate an attached garage from a livingspace or its attic, thepartition assemblyshall have a P a to an appliance room provided P 9 9 P grade adjacent to the stairway does not exceed 8 feet (2438 mm), and the grade level opening to the stairway is covered by a bulkhead feet (1524 mm) of the duct outlet. that the inlet duct extends at least 12 inches (305 mm) above the top of the outlet duct in the attic space, as illustrated in Figure 3/4-hour fire-resistance rating. enclosure with hinged doors or other approved means. M1703.3. LU R1005.4 Passageway LU 3 w Exception: R311.6 Ramps 4. The end of ducts that terminate in an attic shall not be screened. P P The combustion air passageway shall be a minimum of 6 square inches (3870 mm2) and not more than 55 square inches (0.035 m2), except N In lieu of providing partitions that have a 3/4-hour fire-resistance rating, one layer of 5/8-inch thick, type-X, gypsum board may that combustion air systems for listed fireplaces shall be constructed according to the fireplace manufacturer's instructions. be installed on the garage side and one layer of 1/2-inch, type X, gypsum board may be installed on the opposite side. Application shall R311.6.1 Maximum slope J be in accordance with Section R702.3. Ramps shall have a maximum slope of one unit vertical in eight units horizontal (12.5-percent slope). R1005.5 Outlet The exterior air outlet is permitted to be located in the back or sides of the firebox chamber or within 24 inches (610 mm) of the firebox R309.2.2 Horizontal separations R311.6.2 Landings required Where horizontal construction is used to separate the garage from the livingspace or its attic, such construction shall beprotected with g openingaon or near the floor. The outlet shall be closable and designed to prevent burning material from dropping into concealed combustible P A minimum 3-foot-by-3-foot (914 mm by 914 mm) landing shall be provided: spaces. one layer of 5/8-inch thick, type X, gypsum board, installed in accordance with the requirements of Section 805.1. Openings in horizontal separations shall not be permitted except where the residence is otherwise protected by vertical separations. Where thehorizontol separation is 1. At the top and bottom of ramps, R1006 MASONRY HEATERS z m a floor-ceiling assembly, the structure supporting the separation shall also be protected by not less than 5/8-inch (15.87 mm) type X Li gypsum board or equivalent. 2. Where doors open onto ramps, R1006.1 Installation U o7 0 A masonry heater shall be installed according to one of the following: w z z CO w R311 MEANS OF EGRESS P 9 o < v-) F- a I- < o 3. Where ram s than a direction. 1. The terms of its listing; or x o Ld p U o C) U R311.1 General R311.6.3 Handrails required Stairways, ramps, exterior exit balconies, hallways and doors shall comply with this section. Handrails shall be provided on at least one side of all ramps exceeding a slope of one unit vertical in 12 units horizontal (8.33-percent 2. ASTM E 1602. slope). R311.2 Construction R1006.2 Seismic reinforcing R311.6.3.1 Height Masonry heaters shall be anchored and reinforced as required in this chapter. All masonry heaters shall maintain a minimum clearance of 4 R311.2.1 Attachment Handrail height, measured above the finished surface of the ramp slope, shall be not less than 34 inches (864 mm) and not more inches (100 mm) to adjacent framing from the body of the masonry heater. In Seismic Design Categories A, B and C, reinforcement and Required exterior exit balconies, stairs and similar exit facilities shall be positively anchored to the primary structure to resist both than 38 inches (965 mm). seismic anchorage shall not be required. In Seismic Design Categories D1, and D2, masonry heaters shall be anchored to the foundation. Where vertical and lateral forces. Such attachment shall not be accomplished by use of toenails or nails subject to withdrawal. the masonry chimney shares a common wall with the facing of the masonry heater, the chimney portion of the structure shall be reinforced in R311.6.3.2 Handrail grip size accordance with Section R1003.3. R311.2.2 Under stair protection Handrails on ramps shall comply with Section R311.5.6.3. Enclosed accessible space under stairs shall have walls, under stair surface and any soffits protected on the enclosed side with 1/2-inch (12.7 mm) gypsum board. R311.6.3.3 Continuity Handrails where required on ramps shall be continuous for the full length of the ramp. Handrail ends shall be returned or shall R311.3 Hallways terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1.5 inches (38 mm) The minimum width of a hallway shall be not less than 3 feet (914 mm). between the wall and the handrails. Y R311.4 Doors R312 GUARDS 0 z R311.4.1 Exit door required R312.1 Guards required LL- Not less than one exit door conforming to this section shall be provided for each dwelling unit. The required exit door shall provide for Porches, balconies or raised floor surfaces located more than 30 inches (762 mm) above the floor or grade below shall have guards not less L,_ (- direct access from the habitable portions of the dwelling to the exterior without requiring travel through a garage. Access to habitable than 36 inches (914 mm) in height. Open sides of stairs with a total rise of more than 30 inches (762 mm) above the floor or grade below levels not having an exit in accordance with this section shall be by a ramp in accordance with Section R311.6 or a stairway in accordance z with Section R311.5. shall have guards not less than 34 inches (864 mm) in height measured vertically from the nosing of the treads. (n LTJ 8311.4.2 Door type and size Porches and decks which are enclosed with insect screening shall be provided with guards where the walking surface is located more than 30 - The required exit door shall be a side-hinged door not less than 3 feet (914 mm) in width and 6 feet 8 inches (2032 mm) in height. inches (762 mm) above the floor or grade below. Other doors shall not be required to comply with these minimum dimensions. O R312.2 Guard opening limitations 8311.4.3 Landings at doors Required guards on open sides of stairways, raised floor areas, balconies and porches shall have intermediate rails or ornamental closures which There shall be a floor or landing on each side of each exterior door. do not allow passage of a sphere 4 inches (102mm) or more in diameter. Exception: Exceptions: Where a stairway of two or fewer risers is located on the exterior side of a door, other than the required exit door, a landing is 1. The triangular openings formed by the riser, tread and bottom rail of a guard at the open side of a stairway are permitted to be not required for the exterior side of the door. of such a size that a sphere 6 inches (152 mm) cannot pass through. The floor or landing at the exit door required by Section R311.4.1 shall not be more than 1.5 inches (38 mm) lower than the top of 2. Openings for required guards on the sides of stair treads shall not allow a sphere 4 3/8 inches (107 mm) to pass through. the threshold. The floor or landing at exterior doors other than the exit door required by Section R311.4.1 shall not be required to iz comply with this requirement but shall have a rise no greater than that permitted in Section R311.5.3. R806 ROOF VENTILATION 0 U LTJ Exception: R806.1 Ventilation required 0 The landing at an exterior doorway shall not be more than 8 1/4 inches (209 mm) below the top of the threshold, provided the Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross door, other than an exterior storm or screen door does not swing over the landing. ventilation for each separate space by ventilating openings protected against the entrance of rain or snow. Ventilating openings shall be provided with corrosion-resistant wire mesh, with 1/8 inch (3.2 mm) minimum to 1/4 inch (6.4 mm) maximum openings. The width of each landing shall not be less than the door served. Every landing shall have a minimum dimension of 36 inches (914 mm) measured in the direction of travel. R806.2 Minimum area The total net free ventilating area shall not be less than 1 to 150 of the area of the space ventilated except that the total area is permitted R311.4.4 Type of lock or latch to be reduced to 1 to 300, provided at least 50 percent and not more than 80 percent of the required ventilating area is provided by All egress doors shall be readily openable from the side from which egress is to be made without the use of a key or special ventilators located in the upper portion of the space to be ventilated at least 3 feet (914 mm) above cave or cornice vents with the balance knowledge or effort. of the required ventilation provided by cave or cornice vents. As an alternative, the net free cross-ventilation area may be reduced to 1 to 300 when a vapor barrier having a transmission rate not exceeding 1 perm (57.4 mg/s ? m2 ? Pa) is installed on the warm side of the A 1 ceiling. R806.3 Vent clearance 0 Where cave or comice vents are installed, insulation shall not block the free flow of air. A minimum of a 1-inch (25.4 mm) space shall be z provided between the insulation and the roof sheathing at the location of the vent. i - LU Ld 10'-6" 47'-0" / / A GALVANIZED METAL TIE-DOWN PORCHHOLD TOP OF � (SEE DETAIL 'Y' 6x6 ACQ POST FOUNDATION A 34'-2" / 7'-8" / SHEET A-5) ABOVE SEE DETAIL WALLS 8" ABOVE / fl CD ON SHEET A5 GRADE A-2 Ln TYPICAL 3-2x10 ACQ GIRDERi /2814 / 2814 0 _ \\ I i \7k -.N. l U 1co„,,,, Lig,..-7-.. .-:- .--iw7 . -.-'-'7•7• • . rn I— / cm 0 22'—O" 1'-4",i, N `D I / HOLD TOP OF PIER DOWN 2' ;r, 1 ALL HEATING DHW AND AIR FROM THE TOP OF FOUNDATION CONDITIONING SYSTEMS MUST MEET "/ J e � L. in - CALLED _ • HTR 0 CO L1J OR EXCEED SPECIFICATIONSr0 OUT ON THE ENERGY STAR o N DIRECT VENT M N ® W ^� > COMPLIANCE CERTIFICATE T 11 INSTALL 5/8" TYPE "X" FIRE RATED UP 13R 0 GYPSUM BOARD ON CEILING AS REQD I _ I o ^ / BY CODE 3-2x10 F.J. / D ,� / Q -� r -� _ _ _ Ili I •° / > NOTE: 3-2 _ P I 3-2x10. _ F.07 3-2x10. I o I 3-2x10. 3 2x10. -0� 3 2x10._ �O 3 2x10. 0O ANCHOR BOLTS TO BE"1/2" 8" 9'-10" 8" 6'-1" L- 7'-0" _l 7'-0" J 7'-0" _1 7'-2" L- 6'-0" _l 5'-5" / / 0 I © DIA. AND MAXIMUM 30 O.C. / / / / �' 'r '� '� W/ 3" SQUARE WASHER. FOR N __CTIE DOWN LOCATIONS / AND ANCHOR BOLT DETAILS, 4"DIA. STEEL COLUMN ON U SEE DETAILS 'Y' & 'Z' ON 24"X24' X12" FOOTING TYP L 0 SHEET A-5. _ of / N T VN CELLAR O SD — t ` CONCRETE SLAB SPEC. CONCRETE SLAB SPEC. a O 4" P.C. SLAB ON WELL o 4" P.C. SLAB W/ 4 MIL O c5 COMPACTED POROUS FILL VAPOR BARRIER ON WELL CO COMPACTED POROUS FILL o . I Q. X ._ N TOP OF FOUNDATION AT CoGARAGE DOOR TO BE SET AS O PER GRADE TO ACCEPT I PITCHED GARAGE SLAB .�; a~ff� t t:; g" 9'-10" 8" 45'-8" / / �, fit. [___ I • — — I \ \ '‘9 , , _,:'i I 0/k \ -� a --� 2814 hit: ' 1l. !o � ' o 0 •••• v is I e O I I d• /V ' Q O "/_ ___L�� Q 1 N -'. �1� A 3-2x10 ACQ GIRDER ".'. ® I 3-2x10 ACQ GIRDER x 6x6 ACQ POST m w N/ •a� ABOVE SEE DETAIL N A-2 I I ON SHEET A5 " �' 3-2x10 ACQGIRDER ICAL 6-0 ��� I TYP 71 / % -05' ' 8'-4" / —8" j" 9'-4" �'� 6'-8" " 9'-4" / / 14'-6" ,( t z 0 HOLD TOP OF• HOLD TOP OF N PORCH PORCH 5w F_ FOUNDATION FOUNDATION Lu F_ WALLS 8" ABOVE FOUNDATION PLAN WALLS 8" ABOVE Lu GRADE — GRADE m SCALE i" = 1'-0" rx 0 U- 0 UJ N to CONTINUOUS RIDGE VENT o I m TYPICAL ROOF CONSTRUCTION: 240# ASPHALT ROOF SHINGLES, 30# FELT PAPER[ICE PROTECTION:SELF-ADHERIING UJ 5 w w POLYMER MODIFIED BITUMIN SHEET TO EXTEND FROM THE EAVES EDGE TO A 12 12 0 1 N-1:/- }POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING ] 4 TRUSS NOTES z 1/2"CDX PLYWOOD,ON TRUSSES 24"OC,R-38 BATT. INSUL., 1/2" GYP. BD. a TRUSS TO BEAR ON 1) TRUSS DRAWINGS TO BE SIGNED AND INSULATION WIND BAFFLE MIN. 2" EXTERIOR WALL SEALED BY PROFESSIONAL ENGINEER IN FROM UNDER SIDE OF SHEATHING THE STATE OF NEW YORK. o m z w 1'-0" OVERHANG W/ NEW 1x6 WOOD FASCIA & -0111 2) TRUSSES BY:ROBBINS ENGINEERING v m NEW PERFORATED VINYL SOFFIT W/ PREFORMED ALUM. GUTTERS LEADERS & DOWN SPOUTS ........................ .. ............., u.............o ...........oA ,I I). A .. o........� aw Iii Iii J i 'w:: :: ::«:::: :v. : ::v. ::::::1: :�!�:�:e:�:♦:�:O:�:�:�:�:�:0�i!iso: : :::::::::::w!��i::::::�:�:�:�:e:�:�1�:�:�!�:�:�:a:e:�:�:�:��i! EXTERIOR WALL COVERING SHALL BE INSTALLEDhili C) < AS PER RCNYS SECTION 703. 4. TRUSS LOADING TOP CHORD DEAD: 19 PSF 41. WALL CONSTRUCTION: TOP CHORD LIVE: 32 PSF LIVING BOTTOM CHORD DEAD: 10 PSF HORIZONTAL VINYL SIDING (4" EXPOSURE) OVER KITCHEN o BOTTOM CHORD LIVE: 20 PSF 'TYVEK' HOUSEWRAP, 1/2" CDX SHEATHING, RIGID .I p ROOM O O 00 VINYL BOARD AND BATTEN SIDING[WHITE] AT INSULATION (R-3),� (2) 2x6 TOP PLATE, 2x6 t o FRONT PORCH, OVER 'TYVEK' HOUSEWRAP, 1/2" STUDS ® 24 O.C., (1) 2x6 BOTTOM PLATE, .1 CDX SHEATHING, RIGID INSULATION (R-3), (2) 2x6 (R-19) BATT INSULATION, & 1/2" GYP. BD. •.� TOP PLATE, 2x6 STUDS ® 24" O.C., (1) 2x6 NOTE: INSULATION SHALL BE INSTALLED AS PER .� BOTTOM PLATE, (R-19) BATT INSULATION, & RCNYS SECTION 316 W/ A VAPOR RETARDER ON .4 0 1/2" GYP. BD. Y THE WARM-IN-WINTER SIDE AS PER RCNYS - SECTION 318 14149��t�16%.44444644••••••4144••••••••••M444464444��444494 466111446���hif- 9,11, HOLD TOP OF z All, 110-P - PORCH 0 1/2" DIAMETER ANCHOR BOLTS (MAXIMUM 1'-O" _ / FOUNDATION FROM CORNERS) © 30" O.C. (MAX.) W/ 7" MIN. CO 4f WALLS 8" ABOVE DEPTH W/ MIN. 3"x3"x1/8" SQUARE WASHER AT AIN GRADE D z PLATE ,SILL SEALER,TERMITE SHIELD 4" DIA. STEEL COLUMN ONU) W 24"X24"X12" FOOTING TYP = FLOOR CONSTRUCTION: �\ CELLAR 1 k = 0 FINISH FLOOR AS PER OWNER OVER O� V- 3 4" T & G PLYWOOD GLUED Sc SCREWED W/ 9" (R-30) BATT. INSUL. TO NEW FLOOR JOISTS WITH SOLID BLOCKING AT MID SPAN A \ �` NOTE: WALL AND CEILING FINISHES SHALL !Y% ��' " " / '', HAVE A FLAME-SPREAD OF NOT GREATER THAN 200 CLASSIFICATIONt'`�, %'��� �` �`'��` / / / /�� � �� RCNYS SECTION 315.1 0 TYPICAL FOUNDATION WALL: CK MEMBRANE WATERPROOFING OVER 8" POURED SECTION "A— A" CONCRETE FOUNDATION WALL ON 16"x8" POURED SCALE i" = 1'-0" CONCRETE FOOTING TYPICAL SLAB: 4" P.C. SLAB W/ 4 MIL A 2 VAPOR BARRIER ON WELL COMPACTED POROUS FILL 6 z I- LU LU U O) LC) PROVIDE MECHANICAL � JJ SIDING VENTILATION SYSTEM IN �j (2) 2X6 POST ACCORDANCE WITH SECTION (_) I PLYWOOD SHEATHING BETWEEN WINDOWS a\ M1506 (SEE SHEET A-1) I I I O) FINISH WALL W_41$ I I A I— N AOH1110'-6" A-2 4T-0» GALVANIZED HOLD DOWN LOCATIONS n FLASHING %`j " " METAL TIE-DOWN AS PER W,C,F,M, 2001 EDITI❑N Z � � „s 1"x3" VINYL COATED WOOD CASING II 7I-8" (SEE DETAIL 'Y' SECTI❑N 3,4 EXTERI❑R SHEAR �� „I (TO BE REPLACED OR REPAIRED SHEET A-5) U HEADER `1 hi AFTER EACH INSTALLATION) WALLS TYPE II ��� '\' 1"x2" WOOD SPACER �%;;r Z II 2652 2652 3030 3052 /S .1 — //� „%%%%�/�/� %//�%%%�//%/�%%%%%�%%%/,moi i �� /i ��' // j / r :: Ci fill 2-,[2" #8 WOOD�i/ SCREEWS ® 9" O.C. 3 2x10 �� 111: 2 2x i / % j % 2 2x"2 U( ) 3)2x10 (2)2x12 ( ) _ ( )ft ; • $ 2'-O" , INTERIOR � a �' NSUL.CASING '��//��,�, ��� \ o ENTRY I % ����- % CL 4�� E :D>1,4,1,„.1, t `_�►`��1 PREDRILLED FASTENING PORCH "�����■■ �M���� ���� N\� HOLES ® 9" O.C. EW `■■ ■r C] 00 1 it _I o , QlO /� , , OHO / / � r � / I 1/2" CDX PLYWOOD ' %!' %%%%%%%/%//�//%%%%%i%////�/%�/%�%� ,■ ■■ I ll %7'���N % B R � j —1 © V STRUCTURAL PANEL r, ■■-■■■... popo v'O1/ .%- -_ , /�' / BATH Sim __./ .■■�■■■■■�� ■_ ■■ 17I = O li , •\or - / .■'I�■■-■■■■■1 � �///.i+s5/f/ // e �1J` ■-�;L v / DOOR ■■■■■ ■■■■■� mil j /N / I IDN 13 DOOR j % / ,.-■■■■■ ...� �I % �. % �� gyp - iiiooiooi000aooao///i �/ 2° _10" / ' 02 ��/ SD 0 • E 0 FINISH SILL O PROVIDE 22" x 1 I /I v� y/ II I I Y ' " rCOOATTIC ACCESS ASI / I °OA,�{ STRUCTURAL 2" CDX AHED Sp PER SECTION A-1) I /(\ I ;�) '"`� o (SEE SHEET A 1) I/ I 3° 101STOOL �inU O = E---yN• r PROVIDE 1 LAYER 5 8 0 3 zw % - 71\ � TYPE X GYP. BOARD / o �oiiiaiii,t aid aiaiiiaiaoiiiiioai�ai/iaiaia�aiiaiiiiioiii :. // ��¢.-��1t1`�r''�` ` / = WALLS & CEILINGR LIVING N i _ % % \ %�alC,`f�.�� r VENT \`�� \ " HOLESPREDRILLED® 9" O.CTENING b o % ® z o �o .. o f,? '' �;s✓ 'C/A��) ' J i i `�\In N o ) ROOM W � Q N I �..n, CA ING ` �. •, I.� 0 v N Z m _ J �L M { xl A WillliA cp •�. 7f'• I $�;/ 1' "S " % x o `C" i z� of 2 ,» 2�O" j SD 2°2 SD0 N W i�o4' r �ifl . DOUBLE SILL = ;/ \�\ 2-1 2 #6 WOOD / I- ® w o� j / ® Z / a r / ` ii. SCREWS 9" O.C. m w N z w o �% / % • - V) w = �' /w`� 1"x2"1,10 WOOD SPACER vaJi'da = W moa /i%f,/, , BIR ' R O WALL %/ ��■■■� ii/ o0 0.1k41"x3" WOOD CASING / j al GARAGEPillit m wW-41ili. CL �\ PLYWOOD SHEATHING /iCS % rn / r " .rn0nrn Irn�J��cl� % 10-0 21 -8 _ • :ii 3 2-0 - - - 13-4% 2x12 , •l.r % /L 2 2x1` �I% „� (3)2x12 2 � / / ,���t©)E�%%%/% %%%/%��%%%/O/r. %/%/// %%%%/%%%/�%%%/%/�/%�%/I_%%��%%/ Y%///// //i / / / % r//%%/ / 4�%�%%%�%%%�%%%/i r �i ii i 8°7°O.H. DOOR 2652 2652 PO�� CH 3052 ''� 3052 o f l� 3X6 POST D x (2) 2X6 POST /PRE-ENG EERED WD = O WITH VERSA i x WRAP SET ON Z BETWEEN WINDOWS TRUSSES 24" 0./ N uun LAYOVE', MAIN Mr, DECKING (3)2x10 HOUSE 'USSES (3)2x10 TYPICAL FOR 2 w 1- - / - �1 (3)2x10 /�' - \- f = o w PANEL WIDTH = ! A (3 ) 'x1.��0 POST I 6X6I o_ WINDOW UNIT WIDTH +5 — 7 0 w Jr • 1'-1" 8'-0" 5'-6" 10'-0" 8' 0" 1 C'-0" 14'-6" Q I 00 / it 4 / 8'-9" 8'-9" / 13'-9" / /6-0" / I / LU UJ U o E • w 5 o w N k 57'-6" � J V FIRST FLOOR PLAN cNI \ I • SCALE " = 1'-0" m • i z �-- w N % i \\ 1,222 S.F. FIRST FLOORf heatedl / U m 220 S.F. GARAGE / CO lit • Lt \ � 1180 S.F. PORCH O Q to < D < Q D D D U D VU) U • ()) 1 .4 c • PANEL HEIGHT = :1,1 , WINDOW UNIT HEIGHT +5" I Ilill!i � I 14li M w WOOD CASING 3OAD - UP DETAILS 120 MDH WI \ ID ZO\ ES F,,,NOT TO SCALE SEE SHT AO w DESIGN LOADS o o_ ixA ,3 0 z w w PERMA PORCH RAILING VINYL SCALLOPED FYPON ITEMGPA 70X35 VINYL BOARD AND LADDER FRONT SYSTEM #2 STANDARD SIDING[WHITE] AT GABLEPEDIMENT BATTEN SIDING[WHITE] GABLFRONT GABLE UNDER PORCH 4 BRACKETS SEE DETAIL B BELOW Ln 12. CD 4 12 74141/dtk 240# ASPHALT ROOF SHINGLES - `l TOP OF PLATE , , ", , , ' AZEK FRIEZE BOARD ir o _ I I N ►� �- TOP OF PLATE _ /' ''\ • - _ o HEADER — I I — I r— { ® ® i - 26.,7- 265 ® 305l — I052 N ) _ Iri I I I I I U w _ 1� T-� - > >-- , co VINYL WINDOW CROWN Z 10 MOULDING WITH 6" _ _ U 0 E / WINDOW TOP TRIM - VINYL CLAD WOOD WINDOW „=„NNNN �. $ TOP OF JOISTS 4"AZEK TRIM '- - -- -- -- 0 0 0 I / �/ Q ,,,,,. <. �_ I ALL CORNER BOARDS _ WI E. / i I I VINYL BEADED O '127/ 7"1 Lt 11 I CORNER, PRODUCT PVCPHLATTICEYPICAL Y I 51416[COLOR: _ t..� ,_.� 7 "� COLONIAL WHITE]LIMININAMMEIMM _� I I I --y- > O J1I I I I � T Z _Z7 E O H-- - - 11— _ � -L _ L- - - - - 1 — L III a) C\ n7STEP FOOTING — 1:2 RATIO FRONT ELEVATION okEDAAc �,``+` • LEFT SIDE ELEVATION :5 9R.M, ti% SCALE „ = 1.0., SCALE 4" = 1,0" �t,(:),, .``�0, ..i aff9, 4k: 1 ' 11 AC)v 12 4 m w TOP OF PLATE ®- 0 HEADER _ / o - Q I05 I -I05 I 3030 I265 I I265 I 5 - I I I I I i tcc i co - III = - o TOP OF JOISTS $ ♦ NI N Q 7:1 17 . . co I GRADE = , - w M o w w N O >- z w v.) D Q s o an Z L- - 1- - - - I 1- 1- STEP FOOTING m o J 1:2 RATIO W z z m w w O Q (7) 1- ci 1--- Q fl w O O O U Ci N U RIGHT SIDE ELEVATION REAR ELEVATION SCALE 4" = 1'0" SCALE " = 1'O" x x x X x X X X g 4-BRACKETS, HB&G SUN X Y R X X Y i Y X X RAYS 70730, SEE ELEVATIONS FOR 7 Y >- AZEK FRIEZE BOARD SAME DEPTH LOCATIONSO z AZEK ON GIRDER ABOVE POSTS VERSA WRAP POST CAP ^ LL VINYL BOARD AND z BATTEN SIDING[WHITE] - W UNDER PORCH VERSA WRAP POST WRAPVINYL CLAD WOOD WINDOW AZEK TRIM VINYL SHUTTERS u_ 11 "---- �"ra _ - VINYL CLAD NOTE: i _ WOOD DOOR TYPICAL DETAIL AT ALL - - _- WINDOWS AND DOOR OF I FRONT ELEVATION. PERMA PORCH RAILING SYSTEM #2 STANDARD ` VINYL SHUTTERS U w O 0 VERSA WRAP BASE CAP -r , DETAIL 'A' SCALE 1" = 1'0" DETAIL 'C' GRADEA 4 SCALE 4" = 1'0" > > DETAIL B o Z SCALE 4" = 1'O" w w N . Y. S. ENERGY CODE: I HEREBY CERTIFY C❑MPLIANCE WITH ENERGY STAR 10. ALL WIND❑WS AND SKYLIGHTS MUST BE ENERGY STAR QUALIFIED OR MEET ALL SPECIFICATI❑NS FOR ENERGY STAR QUALIFIED WINDOWS. WINDOWS IN CLIMATE ZONES 2 AND 4 MUST EXCEED ENERGY STAR BY THE I ❑L L❑WING METHOD: SPEFORCIFICATIONS MORE INFORMATION TE ONZONE 41 ENERGY STAR QUALIFIEDAND SHGC S,< 0.45) VISIT WWW,ENERGYSTAR,GOV/WINDOWS O) '�,�c ,r SoftwareVersion _ I- N E 5. 11. ALL DECORATIVE GLASS AND SKYLIGHT WINDOW AREA COUNTS TOWARD THE TOTAL WINDOW AREA TO I; ABOVE-GRADE CONDITIONED FLOOR AREA (WFA) RATIO. FOR HOMES WITH A WFA RATIO > 18%, THE ,„, ,,,, '` FOLLOWING ADDITIONAL REQUIREMENTS APPLY' fi �. 1) THE THERMAL ENVELOPE REQUIREMENTS MEET OR EXCEED SECTI❑N N1102,1 & N1102,2 OF THE 2010 IRC, b. IN IRC CLIMATE ZONE 4 AN IMPROVED WINDOW U-VALUE IS REQUIRED AND IS DETERMINED BY' COMPLIANCE DETERMINED BY MEETING PRESCRIPTIVE INSULATI❑N REQUIREMENTS BY USING A TOTAL REQUIRED U-VALUE= [0.18/WFA] x [ENERGY STAR U-VALUES ( ) T /1/1 " ' UA ALTERNATIVE (SEE RESCHECK FOR VALUES) WHERE THE ENERGY STAR U-VALUE IS THE MINIMUM REQUIRED U-VALUE OF THE CLIMATE-APPROPRIATE v I V ) 2) THE ELECTRICAL & VENTILATION SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS AS NOTED BELOW. WIND❑W SPECIFIED IN THIS BOP. I I I L() r.--- 3) EQUIPMENT EFFICIENCY STANDARDS SHALL MEET OR EXCEED THE REQUIREMENTS OF THE LONG ISLAND 12. UP TO 0,75% WFA MAY BE USED FOR DECORATIVE GLASS THAT DOES NOT MEET ENERGY STAR REQUIREMENTS, � N POWER AUTHORITY BUILDER OPTION PACKAGE PRESCRIPTIVE NOTED BELOW (SEE NYESLH TECHNICAL FOR EXAMPLE, A HOME WITH TOTAL ABOVE-GRADE CONDITIONED FLOOR AREA OF 2,000 s,f, MAY HAVE 1"--- SPECIFICATIONS) - UP TO 15 s.f. (0.75% OF 2,000) OF DECORATIVE GLASS. 4) ALL WINDOWS TO BE ENERGY STAR LABELED WITH A MAXIMUM U-FACTOR OF 0.35 SUFFOLK, . �g gT per 13, TO DETERMINE DOMESTIC HOT WATER (DHW) EF REQUIREMENTS FOR ADDITIONAL TANK SIZES, USE THE 1�i�i���.�i�i�i� DETAIL T �E� f � L a:�. ORIENT,! i P FOLL❑WING EQUATIONS' E03/3071:011:10:0=1111!.,.\ DETAIL " U " BEYOND ENERGY STAR QUALIFIED HOMES GAS DHW EF Z 0,69 - (0.002 x TANK GALLON CAPACITY) V) NATIONAL BUILDER OPTION PACKAGE ELECTRIC DHW EF 2 0.97 - (0.001 x TANK GALLON CAPACITY) (�/1 w�■ 1x6 FASCIA =t1 �e= e1 L York Est On eFV r� W 14, IN HOMES WITH GAS OR OIL HYDRONIC SPACE HEATING, WATER HEATING SYSTEMS MUST HAVE AN ,, ►� L C "c=�•. SuffolkCounty Fv�£'1!'+' York MIXED AND COLD CLIMATES(2010 IRC CLIMATE ZONES 4) 1 EFFICIENCY Z 0.78 EF, THIS MAY BE MET THROUGH THE USE OF AN INSTANTANEOUS WATER HEATING ( ' SYSTEM OR AN INDIRECT STORAGE SYSTEM WITH A BOILER THAT HAS A SYSTEM EFFICIENCY Z 85 AFUE / t- AO Lic �YtSingle-family COOLING EQUIPMENT RIGHT SIZED D HOMES WITH TANKLESS COIL HOT WATER HEATING SYSTEMS CAN NOT BE QUALIFIED USING THIS BOP, >__ ��') (WHERE PROVIDED) BUT CAN EARN THE LABEL USING THE ENERGY STAR PERFORMANCE PATH REQUIREMENTS, P� ct.T _2c: ', Construction CE()TI13 SEER A/C L 0 ENERGY STAR QUALIFIED HEATCIJMIEER / 11.5 EER / 8.5 HSPF) 15, ANY COMBINATI❑N OF ENERGY STAR QUALIFIED PRODUCTS LISTED MAY BE INSTALLED TO MEET THIS (� ,� �W. bridi �rie � �' REQUIREMENT. ENERGY STAR QUALIFIED VENTILATION FANS INCLUDE RANGE HOOD, BATHROOM • ( J� FIRST FLOOR 7omiFTg r 121 ENERGY STAR QUALIFIED GAS FURNACE (90 AFUE) LIR AND INLINE FANS, ENERGY STAR QUALIFIED LIGHTING FIXTURES INSTALLED IN THE FOLL❑WING - V Q ..._N____ DETAILS " U & W " (BEYOND) HEATING EQUIPMENT ENERGY STAR QUALIFIED HEAT PUMRSEE NOTE 3 FOR SPECS) 1,]$. L❑CATIONS SHALL NOT 3E COUNTED' STORAGE ROOMS (e,g., CLOSETS, PANTRIES, SHEDS) OR GARAGES. CY C) We Ch.;atm a e:. 4 (57.50 3) ENERGY STAR QUALIFIED BOILER (85 AFUE) LIR ELIGIBLE APPLIANCES INCLUDE ENERGY STAR QUALIFIED REFRIGERAT❑RS, DISH WASHERS AND / : 1 ENERGY STAR QUALIFIED OIL FURNACE (85 AFUE) WASHING MACHINES. FURTHER EFFICIENCY AND SAVINGS CAN BE ACHIEVED BY INSTALLING I I $ r`tt <' Clete: ENERGY STAR QUALIFIED PRODUCTS, IN ADDITION TO THOSE REQUIRED (e.g., ADDITIONAL LIGHTING, O �� THERMOSTAT 3 ENERGY STAR QUALIFIED THERMOSTAT (EXCEPT FOR ZONES W/ RADIANT HEAT) APPLIANCES, ETC.) � E� 4 1 Fella-nit itt 'ie A t 0. a , s LEAKAGE < 4 cfm TO OUTDOORS / 100 sqft AND �` 40 DUCT WORK 16. EFFICIENT LIGHTING FIXTURES REPRESENT A SIGNIFICANT OPPORTUNITY FOR PERSISTENT ENERGY SAVINGS v R-6 Min, INSULATION ON DUCTS IN UNCONDITIONED SPACES AND A MEANINGFUL WAY TO DIFFERENTIATE ENERGY STAR QUALIFIED HOMES FROM THOSE MEETING OMIo I Construction Site: w er/Ager DesIgF1eriCo t8 or: 6, 7 INFILTRATION (ACH50)i 6 In CLIMATE ZONES 3-4 AND MINIMUM CODE REQUIREMENTS, IN 2008, EPA INTENDS TO PROPOSE AND SOLICIT INDUSTRY COMMENTS - (� ENVELOPE x INSULATION LEVELS THAT MEET OR EXCEED THE 2004 IRCBAND ON ADDING THE ENERGY STAR ADVANCED LIGHTING PACKAGE (ALP) AS AN ADDITIONAL REQUIREMENT (� `'`M ♦♦♦ ' 1 I DETAIL Y " x COMPLETED THERMAL BYPASS INSPECTION CHECKLIST 9 FOR ENERGY STAR QUALIFIED HOMES IN 2009, TO LEARN MORE ABOUT THE ALP, REFER TO +J W IIWWW,ENERGYSTAR,G❑V/HOMES 0 � DETAIL Z " WINDOWS ENERGY STAR QUALIFIED WINDOWS OR BETTER ► (ADDITI❑NAL REQUIREMENTS FOR CZ2 AND CZ4)1°' 11' 12 MECHANICAL VENTILATI❑N: N �,,:>:.......:....«>;..m...,.... .. ..,. .^. ,.... .• ,. ,. ,.i',- .. :;777 . ,,. , • :' � .' :. ' ��'• ;,,: ,.c,.::,. '•:.., ATI❑N SHALL BE INSTALLED . , ,,. , :'4,4'..‘1%14•,;'<.�. �.u + � �,, ,�,.....,,,q,,„, ,:., ,,,... , .,:. = = = TO MEET THE FOLLOWING REQUIREMENTS FOR DESIGN AIR FLOW • . ....::::,. -L- .S:e _.;..;,..>,' r::;... WATER HEATER92 80 GAL0.89 .. .:,,.,:,� �: _<. .,..,... . .:. .. .....:. . (EF)1 40 GAL093 50 GAL0 ' • ���,�?a.�::.::.�:.,i,�..,.�3....�»,.La.�L�..�:a.. .>., .�:< ' .._:,,.,,.a � �:� mm>'„>;.>,:..��....,:�il.�..�:s��. a.�,.:s�:,..:wma:,i,.+�.�:a.:'�_ _ CELLAR .• , Cc,.T.;il:ii)ce•z 74�s%EIiffierThancode !a,gr '_=.1. U ;; 223, •r r;;��,: x,73 OIL OR GAS INTEGRATED WITH SPACE HEATING BOILER 0 FIVE OR MORE ENERGY STAR QUALIFIED APPLIANCES, LIGHT FIXTURES, NEW YORK ENERGY M 'iweals:P.ttitt"ofWir:w`?'SinZ seFi'�ari4Iiirt: h•-•,,v eizai ic,:r- Far t:-er..f: i6Eliza!is MV -i risr:. LIGHTING AND LABELED HOMES 2006 MINIMUM (�/ ita4•E .o.:.;. �t.,i®nistn„steam"w^,i ,•u3e inmi,nalat:siitiea e�,,s 6vdt,h APPLIANCES is, ib CEILING FANS EQUIPPED WITH LIGHTING FIXTURES AND/OR VENTILATI❑N FANS VENTILATI❑N REQUIREMENTS (cfrn) I I IC. I I SQUARE NUMBER OF BEDROOMS FOOTAGE 2 3 4 5 6 7 ;•< •. Envelope Assemblies ENERGY STAR QUALIFIED HOMES LESS THAN 1,000 45 60 75 90 105 120 NATI❑NAL BUILDER OPTION PACKAGE NOTES: 1,000 TO 1,500 45 60 75 90 < 105 120 • .I I. :` } µ 2,000 45 60 75 90 105 120 R ED Rc . VAPOR RETARDER • •l.• • ..�.: :. ° '.> ..,. :>w. .',• .....,, . • .a >c . .. .. . . `, : :•::• . ,, if>.` � � +la , 2 00o TO 2 500 48 60 75 90 105 �'1/ <:-�- : ,:.'. : : .,. ^ , 120 • 1. T MATE ZONE AS DETERMINED BY THE 2010 INTERNATIONAL RESIDENTIAL CODE :,:�,.,.,,�,,:. :,;' ,..,,..,,., °,� •"�. �:• HIS PROJECT IS IN CLI 4 •,<$ 2,501 TO 3,000 53 60 75 90 105 120 v CIRC FIGURE N 101 ;4-4 3,001 T❑ 3,500 58 65 75 90 105 1203 g, 2. COOLING EQUIPMENT SHALL BE SIZED ACCORDING TO THE LATEST EDITIONS OF ACCA MANUALS J & S, 3,501 TO 4,000 63 70 78 90 105 120uian". G thug 1: F(�t [[iri ilii' s4.i+ad$' Ta"T35 s , _> �n �1.-<., _ ASHRAE 2001 HANDB❑❑K OF FUNDAMENTALS OR AN EQUIVALENT PROCEDURE, MAXIMUM ❑VERSIZING 4,001 TO 4,500 68 75 83 90 105 120�t -. �� aLIMIT FOR AIR CONDITIONERS AND HEAT PUMPS IS 15%. THE FOLLOWING OPERATING CONDITIONS9�Wane Id: °ood Frer•ie,.24 cs .ca , 24 9.0' C.0' -� `G SHALL BE USED IN THE SIZING CALCULATIONS AND VERIFIED WHERE REVIEWED BY THE RATER' 4,501 T❑ 5,000 73 80 88 95 105 120 italf111;‘111V144;411t':0:F74:1 : �A,y OUTDOOR TEMPERATURES SHALL BE THE 99,0% AND 1.0% DESIGN TEMPERATURES AS PUBLISHED IN THE ASHRAE 5,001 TO 5,500 78 85 93 100 108 120 om"' Wirdo 1:%/ell Froi -Doubl= F ire. 122 •20 ``0 HANDBOOK OF FUNDAMENTALS FOR THE HOME's LOCATION OR MOST REPRESENTATIVE CITY FOR WHICH TYP. WALL SECTION5,501 TO 6,000 83 90 98 105 113 120 ONE STORY W CRAWL SPACEDESIGN TEMPERATURE DATA ARE AVAILABLE) INDOOR TEMPERATURES SHALL BE 75 F FOR COOLING AND 70 F QCT-1.s�ili .1 10 FOR HEATING) INFILTRATION RATE SHALL BE SELECTED AS 'TIGHT' OR THE EQUIVALENT TERM. IN SPECIFYING NOTES: SCALE: 1/2" =1'-0" EQUIPMENT, THE NEXT AVAILABLE SIZE MAY BE USED. IN ADDITION, INDOOR AND OUTDOOR COILS SHALL BE Floor YAli-Wood i r' .r. LI ,R l ,�,. ripe :222 30,•0, 0i,_ : C.C333 40 MATCHED IN ACCORDANCE WITH ARI STANDARDS. THIS CHART REPRESENTS A CONSERVATIVE COMBINATI❑N OF THE VENTILATI❑N REQUIREMENTS AS INCLUDED IN THE RESIDENTIAL CODE OF NEW YORK STATE, THE MECHANICAL CODE OF NEW YORK STATE 3. HOMES WITH HEAT PUMPS IN CLIMATE ZONE 4 MUST HAVE AN HSPF Z 8.5, WHICH EXCEEDS THE AND THE ASHRAE STANDARD 62.2-2004. IT INCLUDES THE MINIMUM VENTILATION REQUIREMENTS FOR ENERGY STAR MINIMUM OF 8.2 HSPF. IN HOMES WITH HEAT PUMPS THAT HAVE PROGRAMMABLE NEW YORK ENERGY STAR LABELED HOMES FOR 2006. AS AN ALTERNATIVE, THE LARGER RESULT OF Coreoll nze,Statement The proposed building del:;.n dercribed hero i=€?cnornent with the .ile!ng plant-,rep ecn< Ce r rte ani,other THERMOSTATS. IN HOMES WITH HEAT PUMPS THAT HAVE PROGRAMMABLE THERMOSTATS, THE EQUATIONS 1 AND 2 BELOW CAN BE USED, m w c, ly etionz rubrnitte. with the per.. epplicetion.'[The pr5;;poromd building her. been dosiEned to meet the 201.0 New York,Energy THERMOSTAT MUST HAVE 'ADAPTIVE RECOVERY' TECHNOLOGY TO PREVENT THE EXCESSIVE USE OF ELECTRIC A) AS AN OPTION, THE MECHANICAL VENTILATION REQUIREMENT CAN BE MET BY MEETING THE LARGER Cori t- at on C sn�^�°I.I-,.tion-Codi. qui rnert ,in R;desa e 45.O e d to comply wig.,the I�nandetory quiremer 1i eon r, BACK-UP HEATING. RESULT OF EQUATION 1 AND EQUATION 2 AS FOLLOWS' t R ESch,ork:Er1 ecti Checle t. 4, DUCTS MUST BE SEALED AND TESTED TO BE < 4 CFM TO OUTDOORS/ 100 S.F. OF CONDITIONED FLOOR AREA UA ALTERNATIVE (SEE RECHECK FOR VALUES) AS DETERMINED AND DOCUMENTED BY A RESNET-CERTIFIED RATER USING A RESNET-APPROVED OR EQUATION 1' 15 CFM FOR EACH BEDROOM + 1 ADDITIONAL BEDROOM EQUIVALENT ASTM-APPROVED TESTING PROTOCOL. DUCT LEAKAGE TESTING CAN BE WAIVED IF ALL DUCTS EQUATION 2' 7.5 CFM FOR EACH BEDROOM + 1 ADDITIONAL BEDROOM + 0.01 x CONDITIONED FL. AREA ' Roof framing When not aligned with rafter AND AIR HANDLING EQUIPMENT ARE LOCATED IN CONDITIONED SPACE (i.e. WITHIN THE HOME'S AIR AND B) THE PROGRAM RECOMMENDS SPOT VENTILATION IN ALL KITCHENS AND BATHROOMS, WHEN INSTALLED, i, connect king studs to top plate, THERMAL BARRIERS) AND THE ENVELOPE LEAKAGE HAS BEEN TESTED TO BE 1 3 ACH50 OR < 0.25 CFM 50 KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM INTERMITTENT OR w wrap 1-1/4' gale. 20 a, coli strap PER S.F. OF THE BUILDING ENVELOPE. 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF r over top of top plate and Hall, ♦/ I ��1/ 50 CFM INTERMITTENT OR 20 CFM C❑NTINU❑US. .vi 5. EPA RECOMMENDS BUT DOES NOT REQUIRE LOCATING DUCTS WITHIN THE HOME's CONDITIONED SPACE C) FOR HOMES WITH EXHAUST ONLY MECHANICAL VENTILATION SYSTEMS, VENTILATION FANS SHALL BE O i4 Double top plate CI,e, INSIDE THE AIR AND THERMAL BARRIERS) AND USING A MINIMUM OF R-4 INSULATION FOR DUCTS ENERGY STAR LABELED (ENERGY RECOVERY VENTILATORS AND REMOTE/ IN-LINE FANS ARE EXEMPT) a �•/� , .f ` % INSIDE THE CONDITIONED SPACE TO PREVENT CONDENSATION. 110:01000/4;11111 / D) THE VENTILATION SYSTEM SHALL BE INSTALLED TO OPERATE AUTOMATICALLY WITHOUT OCCUPANT w \� , / 6, ENVELOPE LEAKAGE MUST BE DETERMINED BY A RESNET-CERTIFIED RATER USING A RESNET-APPROVED INTERVENTIDN, HOWEVER, A READILY ACCESSIBLE CONTROL SHALL BE PR❑VIDED T❑ THE OCCUPANT, \/ I' '"/ 2 x 6 Cripple Y rar -� �� ; ;= TESTING PROTOCOL. EXAMPLES OF COMMONLY AVAILABLE CONTROLS ARE PROVIDED IN THE SAMPLE VENTILATION CUT SHEET. v/ Studs @ i4' o,c, 1r 7, TO ENSURE CONSISTENT EXCHANGE OF INDOOR AIR, WHOLE-HOUSE MECHANICAL VENTILATION IS E) PROVISIONS SHALL BE MADE T❑ ENSURE SUFFICIENT MAKE-UP AIR IS PROVIDED TO THE BUILDING w ' �' RECOMMENDED BUT NOT REQUIRED. WHENEVER AIR IS EXHAUSTED IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 17 OF THE O- 1..0 ,11/ RESIDENTIAL CODE OF NEW YORK STATE OR CHAPTER 7 OF THE MECHANICAL CODE OF NEW YORK STATE. ct -�, 8. INSULATION LEVELS OF A HOME MUST MEET OR EXCEED SECTIONS N1102.1 AND N1102.2 OF THE 2010 IRC. 0 Simpson H2 connector THESE SECTIONS ALLOW FOR COMPLIANCE OT BE DETERMINED BY MEETING PRESCRIPTIVE INSULATION ELECTRICAL kwh SAVINGS: (500 kwh SAVINGS MINIMUM) Simpson LSTA21PPP- @ ea, rafter to stud and REQUIREMENTS BY USING U-FACTOR ALTERNATIVES, OR BY USING A TOTAL UA ALTERNATIVE. THESE SECTIONS TRUSS-TO TOP PLATE TO STUD CONNECTION TRUSS-TO TOP PLATE CONNECTION kings (When aligned) ALSO PROVIDE GUIDANCE AND EXCEPTIONS THAT MAY BE USED, HOWEVER, NOTE THAT THE U-FACTOR FOR A) ELECTRICAL SAVING LEVELS CAN BE ACHIEVED BY INSTALLING A MIXTURE OF COMPACT FLUORESCENT T1 UTILIZED WHEN WALL STUDS DO NOT ALIGN DIRECTLY W/ TRUSSES g g LAMPS, FLUORESCENT LIGHTING FIXTURE, EFFICIENT APPLIANCES, CEILING FANS EQUIPPED WITH23 STEEL-FRAME ENVELOPE ASSEMBLIES ADDRESSED IN SECTION N1102,2,4 SHALL BE CALCULATED USING THE LLI cn MODEL " H2" BY SIMPSON STRONG TIE SCALE N.T.S. MODEL " H2.5" BY SIMPSON STRONG TIE SCALE N.T.S. ASHRAE ZONE METHOD OR A METHOD PROVIDING EQUIVALENT RESULTS AND NOT A SERIES-PARALLEL PATH EFFICIENT LIGHTING FIXTURES AND FURNACE OR AIR HANDLER EQUIPPED WITH VARIABLE (f) Header h CALCULATION METHOD AS IS STATED IN THE CODE. ADDITIONALLY, SECTION N1102.2.2, WHICH ALLOWS FOR SPEED ECM MOTORS. THE REDUCTION ❑F CEILING INSULATION IN SPACE CONSTRAINED ROOF/ CEILING ASSEMBLIES SHALL BE LIMITED B) ALL LIGHTING, APPLIANCES, CEILING FANS EQUIPPED WITH EFFICIENT LIGHTING FIXTURES AND TO 500 S.F. OR 20% OF CEILING AREA, WHICHEVER IS LESS. IN ALL CASES INSULATION SHALL BE INSPECTED TO VENTILATION FANS SHALL HAVE THE 'ENERGY STAR' LABEL. 621 Fa ,, "rte, L GRADE I INSTALLATION AS DEFINED IN THE RESNET STANDARDS BY A RESNET-CERTIFIED RATER, WITH THE C) ENERGY STAR LABELED LIGHTING FIXTURES AND LAMPS (CFLs) SHALL BE INSTALLED IN HIGH < i Sill Plate ^ "' FOLLOWING EXCEPTIONS USAGE AREA IN ORDER TO COUNT TOWARDS THE REQUIREMENTS (Le. PRIMARY LIVING SPACE, 41141111, ` Simpson LSTA21 I. RIM/BAND JOISTS- THE INTERI❑R SHEATHING/ENCLOSURE MATERIAL IS ❑PTI❑NAL IN ALL CLIMATE ZONES, INCLUDING FINISHED BASEMENTS, WALK-IN CLOSETS AND OUTDOOR LIGHTING. EXCLUDE CLOSETS, coPROVIDEDR INSULATION IS ADEQUATELY SUPPORTED AND MEETS ALL OTHER REQUIREMENTS. GARAGES AND UNFINISHED BASEMENT) .� II, WALL INSULATION- THE INTERIOR SHEATHING/ENCLOSURE MATERIAL IS OPTIONAL IN CLIMATE ZONES 1-3 D) LIGHTING, APPLIANCES AND FURNACE OR HANDLER VARIABLE SPEED ECM MOTORS WILL BE CREDITED L� m -4• m o 1 PROVIDED INSULATION IS ADEQUATELY SUPPORTED AND MEETS ALL OTHER REQUIREMENTS• WITH kwh SAVINGS ACCORDING TO THE TABLE BELOW LU 3 LU \s�' . N.s„ III, SEALED, UNVENTED ATTIC/ROOF ASSEMBLIES- THE INTERIOR SHEATHING/ENCLOSURE MATERIAL IS N 0 s'" OPTIONAL IN CLIMATE ZONES 1-3, PR❑VIDED INSULATION IS ADEQUATELY SUPPORTED AND MEETS ALL ENERGY STAR 1 ECM Z �� Itli 14111 \ OTHER REQUIREMENTS, INCLUDING FULL CONTACT WITH THE EXTERI❑R (ROOF) SHEATHING, LABELED LIGHTING ENERGY STAR LABELED APPLIANCES ECM (n i Iv, FLOOR INSULATION OVER UNC❑NDITI❑NED BASEMENTS OR ENCLOSED CRAWL SPACES, EITHER (INCLUDING LIGHTING IN CLG, FANS) Q c. VENTED OR UNVENTED, NEED NOT BE ENCLOSED (THOUGH FLOOR INSULATION OVER AMBIENT 1i - ENERGY STAR ENERGY STAR ENERGY STAR ENERGY STAR ENERGY STAR ENERGY STAR i • 4 CONDITIONS DOES) i 2 x 6 Studs @ 24' D.C. LABELED LABELED LABELED LABELED LABELED LABELED : i I • NOTE THAT THE FENESTRATION REQUIREMENTS OF THE 2010 IRC DO NOT APPLY TO THE FENESTRATION V 1z• REQUIREMENTS OF THE NATIONAL BUILDER OPTION PACKAGE, THEREFORE, IF UA CALCULATIONS ARE LAMPS 2 (SCREW- FIXTURES REFRIGERATOR FREEZER DISH WASHER CLOTHES WASHER 400 kwh PER AIR $2 co m ff"Aun I Rim Joist • PERFORMED, THEY MUST USE THE IRC REQUIREMENTS (WITH THE EXCEPTION OF FENESTRATION) PLUS BASED CFL 'BULBS') HANDLING UNIT Z m �/ \ .� THE FENESTRATION REQUIREMENTS CONTAINED IN THE NATIONAL BOP. FOR MORE INFORMATION, REFER m o _wl �/" TO THE 'CODES AND STANDARDS INFORMATI❑N' DOCUMENT. 50 kwh EACH 75 kwh EACH 100 kwh EACH 50 kwh EACH 50 kwh EACH 75 kwh EACH Lu Z Z m w w 1. �" 9. THE THERMAL BYPASS INSPECTION CHECKLIST MUST BE COMPLETED FOR HOMES T❑ EARN THE ENERGY STAR 1, THE TERM ENERGY STAR LABELED APPLIANCE DOES NOT INCLUDE HVAC EQUIPMENT AS USED FOR THE PURPOSE OF O Q N Fw- I- Q o KING STUD TO TOP PLATE CONNECTION/ Strapping to run onto Strapping to be 1-1/4' w,20 ga, LABEL. THE CHECKLIST REQUIRES VISUAL INSPECTION ❑F FRAMING AREAS WHERE AIR BARRIERS ARE THIS PROGRAM, p p p U U rim joist and wrap under alv, coil stock, All strapping COMMONLY MISSED AND INSPECTION OF INSULATION TO ENSURE PROPER ALIGNMENT WITH AIR BARRIERS, U 70P PLATE TO STUD CONNECTION AT GABLE-END WALL O HEADER TO CRIPPLE STUD CONNECTION/ JACK STUD TO HEADER CONNECTION mud sill at foundation (One story) o bear a min. of 12' on framing THUS SERVING AS AN EXTRA CHECK THAT THE AIR AND THERMAL BARRIERS ARE CONTINU❑US AND COMPLETE, 2• A MAXIMUM OF 6 LAMPS WILL COUNT TOWARDS kwh SAVINGS. O Min, nailing as per table 3,3b 1995 AFPA/ WFCM MODEL SP4" BY SIMPSON STRONG TIE SCALE N.T.S MODEL " CS20 " BY SIMPSON STRONG TIE Detail Header Connection N.T.S. PROP. TOP OF RIDGE / / \ / \ 6X6 ACQ WOOD SIMPSON HU3 ,,, / `%-\ \\ POST HURRICANE ___I z / Mi CLIP @ 16' ❑,C, M ►� 0 I ilii TIN/ / ' . ^% \ I ' \ I LL (Da II I �2 THRU / 1/2" LAG B� +i Al , I BOLTS r / @ 12 D.C. E �� IMilliAlt \ ► ,, i�__ cry wI SIMPSON/ DOUBLE J❑IST ► � a� ��II dic;st'; � @ POST CONE U- HGR, @ 16' ►�� � '4brj �a' ® / \\ / , AC6 EA, SIDE) i 'en BUILDING HEIGHT IS DETERMINED 0 NI:a: ����; \ / \ _ rf a �I. EA• SIDE / _��� � \ d V. ANCHOR BOLT FROM MOST RESTRICTIVE GRADE AVERAGE. ANAL SURVEY TO PROVIDE REQUIRED '`I Simpson Strongg/T�'e �I / // \\ @ 30' O.C.\ ACb \ • ; ELEVATION DATUM COMPLIANCE. EMONSTRAIE // I u' IN PB66 / � GALV. METAL TIE-DOWN W/IN 32" / __ SILL PLATE TO RIM JOIST CONNECTION POST BASE �, O OF EACH CORNER OF STRUCTURE O - ' SCALE N.T.S. MODEL "HDU 4-SD2.4" BY SIMPSON STRONG TIE GALV. METAL STRAP ® EACH STUD (MODEL " CS20") •�' /" _ iti I / \ 11 SCALE: N.T.S. •• ` / 4_,. / \ w 0 1 .o / ' \ f: e / o�:&ab o:$ / / 191 \ PROP. GRADE \ 2' MINIMUM SIDEC❑VEIL/ 0 ) 1 Simpson Strong-Tie / 1 A 5 �B66 �/ ` / r _ LI / DETAIL \\ Simpson Strong-;14 BUILDING HEIGHT ANALYSIS a Z PORCH/ DECK/ JOIST/ HOUSE CONNECTION \\\U ,/ w N