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HomeMy WebLinkAbout30954-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31189 Date: 10/05/05 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1132 CHESTNUT RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 59 Block 3 Lot 16.5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 8, 2005 pursuant to which Building Permit No. 30954-Z dated FEBRUARY 11, 2005 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 ACCESSORY THREE CAR GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR. The certificate is issued to JASON & LISA LUHRS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2054985 09/20/05 PLUMBERS CERTIFICATION DATED 07/19/0 R10-04-0163 A ori d Si nature Rev. 1/81 Form No.6 TORN OF SOUTHOLD BUILDING DEPARTMENT TOWN BALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or . topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 10,0 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) uon-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 $25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00, 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 S. Temporary Certificate of Occupancy - Residential$15.00, Commercial$15.00 Date. — 9zz_QS New Construction: Old or Pre-existing Buil ing: _ (check one) / Location of Property: A4 66611 House No. � ,��_� Street Han-Jet �trit� Owner or Owners of Property: m Q4 Za /46 Suffolk County Tax Map No 1000, Section_ _Block �3 Lot �lp Subdivision _Filed Map. Lot Permit No. Date of Pemut. /f-�S Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate _Final Certificate: _ (check one) Fee Submitted: $ 0(7 plicant ature 9 00�r A-_r2- O �PrJ�rJ�rJcP�P r�rJrJ uu�rJ@J2�nrJ�rJ�rJ��ncn�nrJ�rJ�u�rsr� �'`�'`f'`r' cnrJ�rJ�rJ�rJ�r�cP �� rJ@nrJ�rJ�r�rJ�r�r� O 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 e5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 G &S ELECTRICAL CONTR. JASON LUHRS 5 5 5 P.O. BOX 215 CHESTNUT ROAD SOUTHOLD, NY 11971, PRUT DRIVE @ END 5 5 SOUTHOLD, NY 11971 C5 5 Located at CHESTNUT ROAD SOUTHOLD. NY 11971 5 5 5 Application Number: 2054985 Certificate Number. 2054985 5 5 Section: 100 Block: 59.03 Lot: 16.5 Building Permit: BDC:ns11 .5 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring,described below, located in/on the premises at: 5 rj First Floor, Second Floor,garage w/2nd fl., Detached Garage,Outside, 5 5 55 5 was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was 5 found to be in compliance therewith on the Day of 20th September,2005. 5 Name OTY Rate Ralin Circuit Type 5 C Wiring and Devices 5 Outlet 15 0 Fixture 7� 5 Fixture 15 0 Incandescent S 5 5 Outlet 14 0 General Purpose c Receptacle 8 0 General Purpose SSwitch 6 0 General Purpose 5 5 Receptacle 2 0 GFCI5 5 Service 5 rj l Phase 3W Service Rating 200 Amperes �5 Service Disconnect: l 200 cb 5 7c Meters: I 5 5 5 seal 5 5 5 5 I of I 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 0 �� r P J."IESJ. DEERKOSKI, P.E. ' �KAR 2 8 ?Offi , 260 Deer Drive Mattituck, N.Y. 11952 nEP- n (631) 298-5506 To: Town of Southold Re: First Foundation Inspection Jayson Luhrs 1132 Chesutut Ave. Southold, NY Pennit# 30951 To Whom It May Concern: This letter certifies that a first foundation inspection was preformed on the above mentioned property and was all done correctly and is OK to apply damp proofing. Any questions please feel free to call. NEIVy�. EER,( 9.Y Sit rely E r- E�A�p �� Janus 4erV V t t 3 JAMES J. DEERKOSKI, P.E. `11U l 260 Deer Drive 1 ✓e;; rfP� Mattituck,N.Y. 11952 TONu OF SO�iTt Ol0 (631) 298-5506 To: Town of Southold Re: Insulation Inspection Jayson Luhrs 1132 Chestnut Rd. Southold,NY Permit#30954 To whom it May Concern: This letter certifies that all Insulation on the Above mentioned project is in tact, and meets all state and local building codes. Any questions please feel free to call. NEW y q�P Eq ly s Q W W in y��O�WO.0725 '2 James . Deer P.E. A�FESS�� JNNIES•I. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Re: Strapping/Fraining Inspection Jayson Luhrs 1132 Chestnut Rd. Southold, NY 11971 Permit# 30951 JU 2 3 20 ri. G" GEFL To XS'hom It Mav Concern: This letter certifies that all wind strapping on the above mentioned project is in tact, and meets all state and local building codes. A Framing Inspection was also performed on this Structure, and all framing was done as per amended plan (see attached), and also meets all state and local building codes. Any questions please feel free to call. �SOf NEW YO P J•Me � �4•- O� r S,• ncerelq J n J• e koski P.E. FES JANIESJ. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.T. 119.52 (631) 298-7116 1'0/ Town of Southold Rc: SwappingTraining Inspection Jayson Luhrs 1132 Chestnut Rd. Southold, NY 11971 Pennit# 30954"2 To «'ltom It May Concern: This letter certifies that all v6nd strapping on the above mentioned project is in tact, and meets all state and local building codes. A Franting Inspection iv-as also performed on tlus Structure, and all framing was done correctly and also meets all state and local building codes. Air),questions please feel free to call. J�pF MESi erely 3.0 � w Z JatnesJ. Deer ki P.E. �FESSI \ FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30954 Z Date FEBRUARY 11, 2005 Permission is hereby granted to : JASON & LISA LUHRS 1132 CHESTNUT RD SOUTHOLD,NY 11971 for CONSTRUCTION OF AN ACCESSORY THREE CAR GARAGE IN THE REAR YARD AS APPLIED FOR at premises located at 1132 CHESTNUT RD SOUTHOLD County Tax Map No. 473889 Section 059 Block 0003 Lot No. 016 . 005 pursuant to application dated FEBRUARY 8 , 2005 and approved by the Building Inspector to expire on AUGUST 11 , 2006 . Fee $ 568 . 50 Authorized Signature ORIGINAL Rev. 5/8/02 -3oo� <� :t 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ) FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS- DATE l INSPECTOR FIELD INSPECTION REPORT I DATE COMMENTS V 1 O.v -- _ Om FOUNDATION(1ST) - - - -- FOUNDATION (2ND) - - - - - - - - = z la o ROUGH FRAMING& - - PLUMBING - - — - --- — — rn INSULATION PER N.Y. - - - STATE ENERGY CODE - - - FINAL ADDITIONAL COMMENTS _ v z rn op m a S ^'1 O z :70 � 0 O T, � v o rn TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 119n1 4 sets of Building Plans TEL: (631) 765-1j02 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. ;yy S T r Check Septic Form N.Y.S.D.E.C. Trustees Examined ;40 2005 Contact: Approved 3-]ti , 20os� Mail to: Y. Disapproved ac41107/ p Phone: Expiration R`�t( ,20 p a C�✓Ill �1 - AER `+) —- —_- --- - Building Inspector APPLICATION FOR BUILDING PERMIT QcSu.Qr lI8'I p� _ � Date , 20W_INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the pennit for an addition six months.Thereafter, a new pennit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code, and regulatio4s, and to admit authorized inspectors on premises and in building for necessary inspections. (Signatur of applicant or name,if a corporation) Gj6s ,/& & 11f 71 (Mailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder &14 Name of owner of premises �Gf5D/1 �C U/I!S Ar1G► /XSGI (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) I 1 ' Builders License No. �l I Hicl �jc �tlQUs Plumbers License No. Electricians License No. Other Trade's License No. 1. L&of land on whi=;7k will be done: 1 J House Number Street Hamlet County Tax Map No. 1000 Section J q Block � Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premise tn� a use and occupancy of proposed construction: a. Existing use and occupancy L ),Vit �► & b. Intended use and occupancy 3 Car AGI/rfo/�l0 /ll0 arrm 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost fs—o. wo Fee —� (To be paid on filing this a,plication) 5. If dwelling, number of dwelling units_4�__Number of dwelling units on each floor N If garage, number of cars ,3 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front &3 Rear &3 Depth 38' Height Number of Stories a2 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear ')'t/ Depth .30 Height Number of Stories 7Z 9. Size of lot: Front cV0 Rear 970 D����e�/pth� �Q j 10. Date of Purchase314001 Name of Former Owner ell;-" /YDS 11. Zone or use district in which premises are situated L?6) Pa11 '� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ✓ NO_ 13. Will lot be re-graded? YES_NO/Will excess fill be removed from premises?YES_NO_,,,' 14. Names of Owner of premise Address IMG . �✓ Phone No. Name of Architect Address I Phone No Name of Contractor v, PAS Address � Phone No 7kS /S so0 , u W71 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetl d? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_. * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the &ef" (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 day of�L•r�� __„L tw 20007 Notary Public ignature o App[cant Ar,Komr NOTARY PUBIJCC,Sft of New Yak No.oiKR4WW. Term EPft Fa_2sueonc y 473889 59 • -3-16 . 5 OWNER : REALTY RHR NUMBER# DATE TYPE CO # USE/DESCRIPTION 28547 7/11/02 PERMIT 30149 NEW DWELLING 0/00/00 0/00/00 _ 0/00/00 o/oullo 0/00/00 0/00/00 _ 0/00/00 _ 0/00/00 _ 0/00/00� F1=Mare F7=Permit Detail F8=Co Detail F9=Preco F12=New Swis/Parcel F3=Exit NYSRPS ASSESSMENT INQUIRY DATE 12/28/2004 473889 SOUTHOLD SCHOOL SOUTHOLD SCHOOL ROLL SEC TAXABLE PRCLS 210 1 FAMILY RES TOTAL RES SITE 59 • -3-16 . 5 TOTAL COM SITE 1132 CHESTNUT RD ACCT NO 08 OWNER & MAILING INFO === 1 =MISC 1 ________ ______ ASSESSMENT DATA LUHRS JASON & LISA IRS-SS I **CURRENT** RES PERCENT 1132 CHESTNUT RD 1 1 ILAND 2 ,600 **TAXABLE** SOUTHOLD NY 11971 1 BANK ITOTAL 51600 COUNTY 5,600 0141678 **PRIOR** TOWN 5,600 1 ILAND 2,600 SCHOOL 5 ,600 1 ITOTAL 5,600 ==DIMENSIONS === 1 =====_= SALES INFORMATION ACRES 3 . 03 IBOOK 12177 SALE DATE 01/19/02 SALE PRICE 140,000 IPAGE 701 PR OWNER RHR REALTY __=====TOTAL EXEMPTIONS 0 _____________ 1 == TOTAL SPECIAL DISTRICTS 4 CODE AMOUNT PCT INIT TERM VLG HC OWN CODE UNITS PCT TYPE VALUE IFD028 IPK070 IWW020 ISW011 F1=NEXT PARCEL F3=NEXT EXEMPT/SPEC F4=PREV EXEMPT/SPEC 75 . 10- 03-050 F6=G0 TO INVENTORY F9=60 TO XREF F10=G0 TO MENU FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: January 7, 2005 TO: Jason Luhrs 1132 Chestnut Rd. Southold, NY 11971 Please take notice that your application dated December 27, 2004 For permit for an accessory garage at Location of property: 1132 Chestnut Rd.,. Southold County Tax Map No. 1000 - Section 59 Block 3 Lot 16.5 Is returned herewith and disapproved on the following grounds: The proposed construction on a property measuringapproximately 131,969 sq ft. in an AC District is not permitted pursuant to Article III Section 100-33 B which states: "On lots containing in excess of seventy nine thousand nine hundred ninety nine square feet, such buildings shall be setback no less than twenty feet from any lot line." The survey for this construction indicates a proposed setback of 10' (feet). In addition the proposed height is not permitted per Article III Section 100-33 A which states such buildings shall not exceed 18' in height. The building plans reflect a height of approximately 19'(feet). The total lot coverage is less than 20 percent. Authorized Signature Note: Trustees approval is a condition for issuance of a building permit. ,nr rrr r1j�r� + r�r T�1��iT'T" br_ ff "' Circe LCv t r crf' Applicant/ Date m / J Owners Nae:. 14K Reviewed: 7 Architect/ Date Engineer. Submitted: Z i Y SCTM f!: District: 1.000 Section: Ijlock: '> Lot: Project ,I Subdivision Location: Name: $in$le B separate Required certlrmation: (Yes INoI Req. Rcy. J� !.Doing DistrieL tlAt slu AduaL I trot euverage Pralwsed I - Q'ront Yard _Proposed:�� (Side Yard 9 Propos ear Yard Prolwsed Project Description: ��7 -- -__ - -�-ate �(�F�NC1t�R1 Permit . RF rfiRrtD tr[�R lzvri w 1�,� NO Number Suffolk County Health Dept • / Now York State. D. E.C. Town Trustees / Town Zoning Bo val:/ Town Planning Board approval Flood Plane Elevation??? 7/3 7FllT�oo��d��Z,,o��ne: i]]IJ �! • SURVEY OF s LOT 4 MINOR SUBDIVISION PREPARED FOR RHR REALTY CO. OPS FILE No. 6611 FRED SEPTEMBER 13, 1969 .a a SITUATED AT SOUTHOLD tl,po TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK (') S.C. TAX No. 1000-59-03-16.5SCALE 1"=100'_ OCTOBER 22' 2001 r o'P FEBRUARY 20, 2002 ADDED PUBLIC WATER JULY 19. 2003 FOUNDATION LOCATION FEBRUARY 17, 2004 FINAL SURVEY f`1 OCTOBER 21, 2004 ADDED PROPOSED GARAGE \ �l k AREA = 131,969.24 sq. I1. tt t 3.030 x. re• �l ri. J ry 1 rn1L t Q rv\ i CERTIFIED TO. d` JASON LUHRS Y^. SERVICES J> �° LISA M. LUHRS SUI;TOLK COU14T�`TjT:? RTh�T OF E.�ALT� GPS NORTH FORK BANK �' �� �'�o FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK S1ONFORA s, ��t- RM1T > c Ni, OP a.Y Sr. gip@ F� I' v Q 0 9 •o, . t. FOueCONK. MON.: Iff AFPED E-PAR:R 2. A OFTSM AE s TO FouwAT" HINML DPoTF' _ '� 1• AP°IZU� � O DJYENSlONS FOR SEPTIC SYSTEM -looms � S ; OVAL A ,d / s! SE NK LEACHING C �. TANK POOL -1 •1 TREE YEARz ROM DATE OF Ar � ' - � � ,Q, 17.5' 35' —ni EXPIRE (1 c- ��J�'�� 62' 65• to -" W '' ► \ �p4 A S LAND cc ND N.Y.S. UC. Ib. 49666 T u ti' rouwTgl®KlEM1 �aMnx �°'° • ���*' SECTION �.�FRWIN E oWnAE Joseph A. Ingegno N 3 cQ6 Of�AIN1EY INP eN BFJN'i 7 �•.A.y �'y1, l1GGIRfft.,�E Land Surveyor G +AO b to E A OND 1RUE EQ•e. �j0 C3 aK�Y 10 M 1EIE�WN`RPoR M S .1' '�?'•90'Y 'fs• IRE minw..1Omw�i..�er imc.Mwo TRt. Savers - SiAdrbbrN - see PW- - Corsb%xtbn E0owt WWO ff "♦'i�- MAP OF SUBDIVISION PREPARED FOR = �`�iR.w�si PHONE (631)727-2990 Fa. (Wt)727-t727 "ARGIRIOS PAPADOPOULOS & GEORGE MARAGOS THE 11OFENu OF IBM M WAYS FILED E THE OFFICE OF TM CLERK OF SUFFOLK COUNTY AMD/bR EA9OIORS OF RECOM. • OFFKi3 LOG7eD AT AN.O. AOP931 LOT ON 3EPTEMMER 13, IBM AS FIE No. Mt2 ANT teDt n AE NOT Oty wvm. 322 ROANOKE AVENUE P.O. Bos 1931 5 VACANT RIVE311 .AO. Nn Yak 11901 RivsrbeoC, No. York 11901-0965 \\ SURVEY OF LOT 4 ` MINOR SUBDIVISION PREPARED FOR • RHR REALTY CO. s FILE No. 6811 FILED SEPTEMBER 13, 1969 SITUATED AT SOUTHOLD TOWN OF SOUTHOLD s�?. \ <,• SUFFOLK COUNTY, NEW YORK .4%, 'a°s• ` q\ \'7 yam^ S.C. TAX No. 1000-59-03-16.5 �A� e k •r;�,_ \ J`'' ��O SCALE 1"=100' OCTOBER 22, 2001 FEBRUARY 20, 202 ADDED PUBLIC WATER OUNG •s' ~4 JULY 19, 2003 'r2004 FINALAI)ON SURVEYLOCATIO FEBRUARY 17, 204 FINAL SURVEY JANUARY 111 20OCTOBER, 2 1,05004 REVIISEEDE PROP SUFFOLK GARAGESED OCA?ION SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICEAREA = 131,969.24 Sq. 3.030 ac. PERMIT FOR APPROVAL OF CONSTRUCTION FORA SINGLE FAMILY RESIDENCE ONLY � \ � � \nz� � CFRTIFIED TO -`. JASON WHIRS DATE oy H.S. REF, N0. ��� - Q -C)� Jerry s LISA M. LUNRS .t r NORTH FORK BANK \(� 97• '� � six �'P�n FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK APPROVED FOR MAXIVUH DF BEDROOMS � 41 EXPIRES THREE YEARS FROM DATE OF APPROVAL t s�®• ' i01MDu®R w"' u. � Z. u aMETS TO rN N 10DIMENSIONS pa'R SEPTICSYSTEMg �'. r �p • \ ?�O SEPTIC LEACHING Los wm Ik rl '.L��y'�� ,,4i � �v`; _��t�rqa,,, � O � 17.5• ___ V'y `�� �� ,!' fe '��+i "^T� / ��O, h� \ � 82 83• N Lf. J �'• r �f�.q,R��R�S F2 oL0. 4y N.Y.S. u�. No. s49Ml ...... ruar99N a r99ma' ��M W ,rA,E Joseph A. WKPWIO w tp ��""` Land surveyor 7TG �/ AA ^ E A w D IAELLt E CpYiFRC a 10 0— a aRw uRo/ "".0asA70•' NN~m Mm 1xw Su l+ - &,b*ilbM oMy _ 9°' °h"' - cw.w.•Don ww�+I Fax (831)727-1727 0 Law > pN011E (631)727-2810 MAP OF SUBDIVISION P GEORGE FOR UDSISNCL EWI�Y� O2 AM LOd NO AT P.0. 19JI y "ARG]R105 TW OFFICE POUlAS do GEORGE NARAGOS � AwSx � iNAD NI TIE OFFICE Of3rN[ LIA9[�9UFf'N COUMIY f191xA1 All[ NDf DOA9y(I[ED. Ell79E•ID11w Yak 1t901 RM��Iaub Ilw Yak 11901-�{NeS LOT ® ON S[pIEMN31 _ VACANT —- _-- -_— 6 SURVEY OF s LOT 4 / p oo° P, \ s? .°;' MINOR S(IBD/VISION PREPARED FOR �� RHR REALTY CO. FILE No. 8811 FILED SEPTEMBER 13, 1989 O we.- SITUATED AT 9 J�o� qtr' s P SOLITHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-59-03- 16.5 s SCALE 1"=100' -\ / 'r0• OCTOBER 22, 2001 '?OA 'SJ, +r \ 'yt f LBRUARI 20. 2002 ADDED PUBLIC WATER JULY 19, 2003 FOUNDATION LOCATION FEBRUAR"I 17, 2004 FINAL SURVEY BE k 1 0 IANUARr , 21, 2004 ADDED GARAGE DPRO GARAGE LOCATION MARCH 24, 2005 GARAGE FOUNDATION LOCATION `\\ JUNE 28, 2005 FINAL SURVEY FOR GARAGE SUFFOu. COUWY D[PARTMENT OF HEALTH SERu10Es \\JPB. AREA = 131,989.24 sq. f1. \ 3.030 ac. kPPR011A1-.OF.;G87�1'RUCT'=J W G vK3 rGR \a,;f>,�, f 13LE FAMjLY RESIOENGE p .\wry CERTIFIED H .� `r JASON LUHRS p,teJUL 1_ L 9_ H.S. Ref.Na. °S. (,F, LISA M. LUHRS fy.i. NORTH FORK BANK ti \ * v9, 'F o FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK TiTz Z AFEg9 C::SG=:�21:.f!8 W=1M guP"n'h`Xii�t s at ihk ieC.ctl k `Cp�rt� 1 \fp`e� �•-'`+ M:y�rx;an�'tt rca!liral by Ul;,_J'G:::nCM or ot"•er%.GOndes- �y4° vy.. yrv, BEDROOMS. 3> 'e• r. be sa4S a:40,'FOR t�5hn i{ivtill,>7 OF_� NpTgs 1 /—�� A *9. I. Ao O CONCSETS NON.. ■ SET CAPI ED RE-W:6 Wafter J.HIIb Ft A OFFSETS ARE SHOWN TO wusE rouNwrgN. Office Of W10ii feF Management pIMEN.S/ONS FOR .SEPTIC SYSTEM r.T .�`�c.°°cf, � • - \ G6'i. SANK LEPOOL ACHING -_—_- - 07.5 35 r a -,.-P ,P•_. DIS .� 0� in 82' 1 Q sly. I PREVMIEL IN A,-UR WfIH {I[/MNINUW! .IANOAROS FON TITLE SU N'FYS AS LSIABLRIIEP O i% yr 4P3,1\ rTED sm«.RrEB, iM NfM YMk AR�IANE, t \r VSO •1:{' R. tU SE ,., - Q .INAIII INZED In R RArpN .W WUrllux _ N i irk Yc 45frEr8 I J I,IR '.0 ' fa 4 .irµAl.M ul SECIK) 7 I' a UOUTAI „PBL. rNL NLW ..IAD Joseph A. Ingegno `Iy\ i 4`IfF' c4, 'EJ uW I A T1� O i lIIFINIANP 'MINS . M:TCIY4 NKEU E C R4 Land Surveyor mms /'m��9.f-G� 4EO LNxrssml AV ,ows NOT acwcmLxEn 1.1 K A IMJI1 To, F(1% 2 L' y(P yO/Z" OS :ERY TO IINt RSON FF MRLON DIE S 6 PREPARED.ro PERSON NS 111pN rTO SINhLY !( '7x,Tt 6• , \ Is ww`AN Mo VE Ms II1«If TO TNN --- �'� JNC CCN STIT (,CH LSNpi4 EON. A ANC Idle' 'iuneYS - Su�merGn9 $i1P F'IOnf - 1'on5llullgn LJNVI / / \ If RIDING NSN cs LISTED HEREON. AND MAP OF SUBDIVISION PREPARED FOR T11 TNF ICRTI EFS NI ra IEMMTR INEII- �'`� ��ARCIRI05 PAPADOPOULOS & GEORGE MARACOS•• u,*ION rrRrIFIE Anws AN NOT TwWSTERAau- PHONE (837)727-2090 Fn. (631)7.17 1727 FILEDIN THE OFmE OF THE CLERK OF SUFFOLK COUNTY INE EXISTENCE GHT WAR (WFICFS LOCATED Al AMXIM. AODRESg a ryry' LOT 0 ON O AO SEPTEMBER 13. 1986 AS TILL No. 8612 AND/OR EASEMENTS O RECORD, P ANY, NOT SHOWN ARF NOT GUARANTEED 322 ROANOKE AVENUE PO Nn. 1931 C�/ RN(RHEAC. New for% 11901 R—lfieod' New rnrk 11901-0965 71-477-p 111 1 L I_ 11. i L .f l.. 1, 1 I -�-, I, 1 1 t � ' I T ., T T , f T l l i l I I I 11 I I I I L 'I1_ I - -I I_.:I, Jr , l I , I :1: i . , II I:_I I , -IL -k 111.E I - _ -, — �_ITI:-1- . � I tJLI,{rrI II � ! �,I , ..rl { I �l 1 �, J . i -I I ! . ' I'. I I , IX HL_ -� - I ( ___-.- I _.._ ; - � i � 11 I..JI I 'I. I .� � _I 'I ( - II 11 . 1 1. _ _ I "WIYAII 1 ' 1 I I r„ E] E10110 ll[]nE] 0000 b FRONT ELEVATION RIGHT ELEVATION n SCALE: 1/4' — _ I_ol, OCCUPANCY OR - _ 5G. Lr_ 61f USE IS UNLAWFUL WITHOUT CERTIFICATEftEn"'TERS CERIFICAI; } OF OCf UPANCY a BEWWEU r. 'c MEIL CONSTRUCTION'HAI ` i o Nev y rD THEREOUIREMENTSJFTr'' ES OF NEW YORKSTPT_. Db NOT PROCEED WITH _ � %. -- x FRAMING UNTIL SURVEY op wsisn-, L ! . JJ.i, OF FOUNyAv i0N !OCATION 2 �oF6ss1Q>;`/ I. J,. � I. { I.1.. � I � _'. I } _ 1 I „-,' i .,{r I I 11. 1 1 1 HA ' F 'APPROVED. CERTIFICATION"fS'F{_.,_ Z/7/�s (�I I I I II 11P I L � I _ 'REQUIRED , ' , I I I I NA0.1 LL I L ., ; 1 li L 1_. l- I'._ I r l t,l `- i: ..I I.1 1 i f L 1 . ,'I I_-i 1 , `,� —� _ . k_, �, l ' - _ - --- - -- - I I I f I 'T1 1 ITJ,!, tI Ill l , i l DATE.-APR ! D AS NOTED L. I L._I_ IIII- I 1 1 � 11 rl r . .' I 1 ! , r1 -I ' I ._ -- 6P.np0 - - t L 1 1 I I ,- _ L , � FEE: C', _ _ .. 1� �1 NOTIFY - "`{'i`� _ _ . .. _, _I r - �. I l I DII _ ISS I I " ' 765.100 qN r _ N7 _ - __- . _ _ .� ` _ _ _ - _ - ` _ _ � 12 � FOLL .iE - r I I I I. 1 L I � r - 1 k i � 1 r T F L 1 in T _ .•_ . . ,_ 1 .� . t i 1, v 1 I 1 I 1. FO ATIVN , ., — K L ; I I CII - L'l T f l 1 r l T ' t i�1- L TCONSTRUCTION_ ler .. -`'^r- - -- - - _ 4 BE PLETE FOR- dt - - - - -- j TRUCTION SHALL 'THE - __ -- ' - - - - 1 9EQUI MEMS OF'THEC 'JE�OF NEW . _ EM .TATE:­NOT RCsa -' O - ELE FOR OROONSTRl1pTI01J ERROAS.- �. ......_.;._. . - _ 1 RUNOFFRETAW STORM PURSUANT T6SE&nOW'gSQOFTETO -CCEL }} 9, ILNHWODE. i z II 0 ll� ' f Io 'I O II a > I 0 II izj it - - - 40' - - - - ql UI m WIu) Z IH J _ B" POURED CONC OR Z 3 0 O BLOCKED CONC. WALL 1'-0"X B" POURED -� 1 O'-1 O 2" - - 1 2'-5 2" �� / / 3'-10' CONE. FOOTING O� 4" 5TRUCTUAL COWMN 4" POURED CONC. FL li m ON GRADE FILL W/REINF. 6X6-I O/10 W.W,M O24"X 24`X 12"POURED O h1 a 30X 3G"X IB FOURED �3111X 3G"X 1B"POURED' CONE. PAD/FOOTING CONC. PAD/FOOTING CONE. PAD/FOOTIN6 Q 0 s} r. N ujtY W M O 9 � m 4"SiRUCTUAL COLUMN 0 it ` 1`+ r Z T S" Q O rc h I I O I 4r l V I j I m I I I �'I N 8 I/2" 3' 1'-O 1/2" (/J m m q Y UU m m 24"BIG FOOT MIN OF 3' ❑1 - _ - FROM GRADE B" SONOIUBF ' Z 4"X 4" POST j1,�.r is c'(/ U �+ Z rt'- I 0.5" 9' � I'-10 5'1 9' 2'-3" 4'-3" O'� � � a• _ f Q n W V W I 2 J - 35'-3" 1 FOpR 0312Gi-1 V��U Q �FESSI Q UU 40' - - - �- - -- -- - Q FOUNDATION PLAN SCALE: 1 /4" = P-O" m U. o O m N ry ui u_ �9 Q I II II i U1, 40'7-I DBL JACK 3-2"X 4• r 4 STUDS POSTTO I l I � � N U W1 Z A lay , ol iEj 2-1 5/4"X9 I/2" O ''p]; 0; 'ry1~ 1 U il' LVL GIRDCR - p x X01 [y��'', Ic7 1 a TWO LAYERS 5/B" FlRE RATED SHEET ROCK ON CEILING b ONE LAYER ON WALLS PROVIDE J015TANG R 4' x 1I! 2-1 3MIX9 1/2" N LVL GIRDER '- 4" 2-2^X 4 INnS, ATrr� �� STRUCTUAL TO GIRDCR CL O N UNPINI9HE0 COLUMN W 2-I 3/4911 3/4' G 13/4!X6 i/2" j 1 +4"X W — HAM 3 I' 4w / . ,LVL GIRDER - 4VL TOZ11WX1I !I - 1/2" 3/ 9 � L GIRDER, 'j•/8"LVL ' HANG ALL J OPP 2'1 3!4"XII W& 5TRUCTIIAI, Q ^ LVL GIRD OLUMW CMGVICRE JO18T" rw0L,J111AN a 4 � � � m I urHk IIRE RATED m 6HECT LVL GIRD i 2,2'114' 1'051 PROVIDE J019T TO GIRD HANGER x WEI�A.TE0 DOOR - 3068 68 v neADE w '� OVER DR lNP) II LU 2 ` 2 - 13/R" I/2"LVL - - -22 XIq^ \ 1 q"X4"POST 0HEADER OVEVE R GARAGE I POST TO \ BOXED W/CEDAR DOORS RYPJ HEADER 2- 13/4"X 9 1/2' Z -- LVL DROPED HEADER K 10'-101/!2' 0_6^ 4'-5" _ O LL a uJ m a f FL PLAN n 1 w 2 5CA Ur " J 4" P.p 11 of ssloN�`i/ U. I I j 1 g ! ' a X14 io � IZo I Im AIti ! 14 I 1 - - - 40' Zi 41 }I I Iol�� lr l�ml 14,_9. 3'-101/e^ 1 -_ 7' - J, 3'-I0 112" + III --- - �, , TVJ2032TW2032 PN203�21 W2092 KV I N II " I lKVI I I N I O m Q Lo a O z II w v a C4 C) to iu .- co iu 2-1 3/4"k 1 1 7/8' LVL U Z-2"%6" P05T ` RIDGE O FROM GIRDER TO� _ RIDGEw N ¢ Z GCQJ 2-2'X 6"PQST tr 2-2"Xli4" POST Q - TW210410 FROM GIRDER TO G PROMiIGIRDERTO RIDGE % RIDGE' 4, Z I, r- I I IW210410 I I I i TW3896 TWZ442 YW2442 1W2442 TM/2442 1V✓9636 n Q N 5-4 I/e" 21-10+ z'.Io' a 2tiI0" s'-4 uz^ 4 I f 0 1 I 20'_7. H.J/ ¢ r ¢ � \ � w _W Q SECOND FL PLAN "�ofE9$`oN��� �r. 5CALE: 1 /4" = 1 '-0" co U. o 0 N . � O Q PROVIDE U5P R5 f G-R 21 " CONNECTOR r� DORMER RR 2" X 8" 9 1 2"OC 2- 1 3/4" X 14" LVL I�a of RIDGE 12 i 2 R /2•• ASP 3/4' CDX PLWOOD loi BOLT CT TO RR W/ 1/2" 4.5F— CARRIAGE '.5� CARRIAGE BOLTS I G"OC (TYP) 6•• i �� \—;I,C -- BOLT RJBOT HRR TO/GETh1ER 2 X6" JH R -- / ---- I G"OC O 2" X G" CT I,G" OC j `PROVIDE 1/2" CARRIAGE Ix; OLTS I G"QC 2-2" X 8" OVER WINDOW _ UNHEATEDuj DETAIL UNFINISHED 12 10 r`/ N 2" X 4" KNEE WALL u1 2-2" 'X �'' P05T TO °�' v;). RIDGE N W) PROVIDE JU528 USP o 2 CONNECTOR I G" FACIA BOARD W 1 2" X 1.0" 12" OC �_7` PROVIDE USP RT20 CONNECTOR (TYP.) MID PT. OF RR TO 'PROVIDE A 3/4" PLYWOOD GRADE 17- 113/4" SLOOP NO BLOCKING IW' BETWEEM TWO LAYERS 5/8" FIRE 2-2" X 4" TOP PLATE p }, o 4" LE55 THEN RATED SHEET ROCK ON CEILING ¢ Z o 1/4" / 1 2 FJ ' 2" X 8" HEADER OVER ONE LAYER FIRE X 4" STUD Z W GARAGE DOOR UNHEATED RATED 5HEET WALL iK UNFIN15HED ROCK 2" X 4" 5HOE 2" X ,5" ACQ 51LL 4" POURED CONC. FL. PLATE ON GRADE FILL W! REINF. —'F PROVI'DE'U5P R5 1 G-G GXGI O/ 1 O W.W.M 3G" CONNECTOR (TYP.) GRADE - PROVIDE U5P 5TB 1 G ANCHOR BOLT5 (TYP.) — - a Lu U N EXCAVATE© 3' MIN � � 3G' Qc ECtED TO C. WALL Z - FOOTING CO f'-4" X U 8' PO CON F OTING CON C, � z IN,G R O v ll � w 0322W- SCALE: 3/5" T P-01' ti /I/° yam, m a o d GE MEFwL QONStRUI#TICTNN0Tft GENERAL FRAMINfi NOTE9 4u 4, The Information On this aretof conviction documents is to relate basic design 1.All walla, 20 and 2x6,to,be atLd grade or better 16"Me. All other gaming material _ Intent and framing details, They are intended as a construction aid,not a substitute to be s2 douglas Br or better, _ for generally accepted good building practice and compliance pliance with cu em New York s B 5 SIAND S4 B BLE 3GH IIO H W DIN oGE mo W'W O o - - -- state building codes, The general contractor Is responsible for providing standard 2 All wood training In Contact with concrete or masonry to be pressure treated. Construction details and procedures to ensure a,professionally finished,obucturalty NAILSPACING sound,and weatherproW Completed product. 3. Provide double floarjonsts under all wails parallel to fiogrjplef span direction unless - r - - -- - O EC UCTION �M MANUAL -- Z � L6G RIP TION NAIL QUALITY J lRd 2. General Contractor to coordinate all SUIT,contractors,Schedulingof work,and IU C E 11lx CRT DMS O POF TO P F,LA l'E ITO E.N�IL{0 - _ e a _WALL Sae PEWALL 444d I. R JO l }E R - - - re, O otherwMe s Gfied. 10'. D w X,4 A. _ _ - pNthJ W nal __ I . . .,,,_N-A Ha -- LE 7 PEs,�G ler , ._ .., .. ,,. NO interaction between trades. 4. Provide z bracing or solid blocking ata maximum of 8 11plc for all dimensional 0 3 The gresponsiblesurin that all work and Construction CEiLING_JOIST LOAPa 69ERK PARTTION's I AGE NAILED SEE TAaLE B r EACH LAP V ' IumberAaor Ista. FII z meets or exceeds cument is state,antl local codes,ordinances and regulations, 5. Floor construotton.N"tongue end groove plywood subfioor. Finished'materiel m be e _ _ - _ _,_ „ ,. - P E a TIE . ' . ._ ., .. � IO � ' i- etc. These codes are to be considered as part of Ws,specifigationsfor this building applied over aubfloor. Glue and somw plywood'deeldng,to floorJoists. .. s A G H- x D; _ - W is F COLLAR LLAR TIE TO RAFTER P F NAiTSO 6 'E PLE S_,4 LOCxING 'TO RAFTER TqE HAIL7✓a _ 2-40 ' RIM aOAR,D Td R2 PT6R _- E�'p a#!"a Yy19tl - EACH Fn0 _ .-. ,- Q and should be adhered to even If they aro in variance with the plan. 6.All window and door headers to 4e minimum(2)200 unless oche Iefte specified. w A L L M1 M 1 L. _ ., - 4. Dimensions shall take precedent over scale drawings(do not scale drawings), All interior heads ;to be(2)2210 unless otherwise epacilled. - TOP P�A 9E TD TO P'P LA TE IF A C E NA rL ED R-1 ep P ER F 0 O T STUD TO PLATES aT4pT INTE rySeC Tlp Ne - FAC.0 W^I it 2-i ad �ilQ/SD ,EACH SIDE _ 5.The designer has not been engaged'hroomsugtio onalb for " TOP DR Eo_ Trow »i,A;ti,'To aru,d^" .' len NA .. ., ed .'- - Er es d,E's responsibility for Construction Coorrdinafin odds these plairms,lnorl' -. _ .. - .-� I_. . ., s 1,_ le Did ALONG ED - - -- fig AjLED rep construction methods,techniques, s,oF roosdures ors n0 7. Albersmints adTTO'N PLA TEAI'd'FL'e0 R' jotsY, F E N�LEn 2,taIl Pek 2xA STV oe and afety 8.All I e a. 690rp1ena8 p rasp afaq � alleclflad t . , - I-4.16y PER z$4Srup precautions and programa In conrempon;w8h tho work. 'there ars no laambriti fora eMrr ring Sao :end or as' - fi at hen peal beexprelabdtlrhnplled,in',the use of6lb(b plana, Q.Afiflusibeam Qams to �etlnid arMb11W10 a1 t16Ya:4✓lNim 'tianQHt aARp]OFLOOR �S'T.,EkO Tr11$Y.,OR aLQpa,IN,9., IFAGE NA{LEO _ .. 246E ..PEF FOOT 6.Rahrrto.figgr phlne,'e tore etiona,and WlndeW aohedula fprtyp»endaiaes of 16.TypicaLeMeAer web*no mor to be Bha edW , ',e1tWNbrgnedo(JIyNWQd'or- , JGIBT Td kkILL T6P PCA 'E.-OR Gt9, Ell „TO a,,,y�rLED _, ' -Stl _. PER JOIST qw Ilwlnd highperferinohe-quetily'ora proved eiluat. PIYW gimulD APA rated.'gl spell over all 01i, rbad ssldolNo To Jorer T'6s, NA, LEd 2,ed EACH EwD ,wind a. A obH,tobe Arldn p 7119"D3B 1 ywaMto - .. . - heeden. albaxNE�Td JOTeT _ �6 NA��ED -2-Odd, EACH EN'S - - - - BLgCKINa TO SILL aR'rbP RLA TE )lE N (�.Eb _ 3 laEACH [IIbGK _ _ _ _ 71 Door and wlpdtbv tkladem to.adon on baa othem"Oh LEDGER ark rP YO aE-/�,A( F�qE AIAM �eO B ted - EACH J018T -, W' B.General agMMmror Into eneun met rtlgennry and pmfpMicegbd'8faplebs 11.Pwvdaineulslion WlAesa�te.�P"va vents bMweeA roken',. - [I ArN D 018 T TO 8 iL b e!C Td P LkT •� 1= NA ILS bL ...-2.160 P E R_ F OIO t _ - " ." - CDpalFuctitlnnl{OLR dENT04 a nQ. al all connections,betwoRmofa,,walls, aDaP_F1 HE e,� _ .. .. .,..�.,E. " "..__ .,.E_. .,. .-. - _ - , 4'PERIM ETER E E ZONE - le" OIC -s" AT PANEL LY T otexcsedaiulmanul4tGWi`er'a'spedNiGalions'an ole codes. 12.Edenorll hl to be co urslslkd _ ___ Chimneys,projecbone,and,ponetraflorb Me ragLdred'by approved aonabuollon _ Z) 9.Cenerea i ommobar to canaM9'and'Coordmate with the owner and the plans for all preaces. STRUCTURAL PANELS I - p-g Q built in items such as bookcases,shelving, pantry,closets,etc. e a PANEL 4 FIELD DA 1 IN TE R M E D IA TE 9 U P P g P T 5 IN THE J 13.General Contractor to provide adequate Ac ventilation and roof Vents. - - ; Iy TER111R ZONE - IB- DID - s" AT PANEL EDGES AND 12' 10.Prowdehardwiretl smoke detegtore,writ badery backup, an ellfioore and in each n ee AT fNTERMEDIATE EVP POgT$ N THE PANEL FIELD bedroom,verify with local code requirements as per SoUmn R317, New York State 14'. Provide appropriate soffit ventilation at overhangs. FOR R0 F SHEATHING WITHIN 4--e" OF T E PERIMETER EDGE F THEOOF, INCLUDING -0" ON EACH SIDE OF THE ROOF PEAN, THE +'-D" Residential Construction Code. Install carbon mo00xlde detectors as per Code. GENERAL PLDMBING NOTES P E R IM E TE 0. EDGE SONE ATTACHMENT REgVIREMENTS $,H F LL B E USED, '- -- CEILING 4HEATHINa GENERAL FOUNDATION_NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable code and cYP EOi1 WALLeonRb sa COOLERS 7- EGGS I +o^ FIELD - Safety requirements. WALLSHEATHING ~ DO 1. General Contractor to reviewfans,elevations,and details to determine intended STRUCTURAL PANELS 'L etl 11r DQEZONE - 16" OIC - B" AT PANEL EDGES AND IT' P AT IN TE RM EOIA TE SUPPORTS IN THE PANE! FIELD O halghts of finished floor(s)above typical grade. 2. If wall plates orjoleb are out during the Installation of plumbing fixtures or - - - e a A TE a Ib R ENE - 1 S OIC - B^ A T R ANE L EDGE 5 AND 12' IL equipment provide bracing to tie framing back together. INTERIOR INTERMEDIATE SUPPORTS IN THE PANEL FIELD Z 2.All footings to rest on undisturbed Mill. FIBERBOARD PANELS - 4016" so 2' EDGE'1 6" FIELD W X25192' 6 S EDGE I B" FIELD W GENERAL HVAC SYSTEM NOTES GYPSUM WALLBOARD _ sp COOLgps, T EDGE ltd^ FIELD � O1M 3.Provide h"e ry on joint mete g Is responsible fine atlherin Wa11a Keble codes HARDBOARD ,_, - - _ - _ „ .- -, _ AT INTERMEDIATE 200E - 1e' Ola B'" AT PANEL EDGES AND 12' C� e- O7 cODCrefO or mason wells gocumn sin exterior orunheated Interior areas,m 1. Mechanical subcontractor Pon g pp bd E D d'E R M E O,IA T E 6GPP0RTS IN THE PANE L,FIELD 4. Concratq on 4"nand of 9revgl VIO minimumPwtex8.TO/10 wiro mesh reinforcing safely requirements. _' " CLIMATIC Pl O } o Interior blabs to be pieced on 6 mil.stabilized polyethylene vapor banner, 2. HVAC subcontractor to fully coordinate all system date and requirements with the !� ' aT AND OR APHiC DESIGN CRITERIA O Z `no al code requirements. ' WEATHERING EVVERE- 9 gen { Z v 1199T"SBS}K2H WN�JH'I11CNVt000FRatyE b6.etween ell woad Contractor toea that are (or to per)she t masone�su shields contractor,Owner,and to provide final i atom layoutlne eriv a and submit h to ems I�� 1 �� F� 'S� INE.0 'ERG, Tp HEAVY Q equipment supplier. _ space5. Provide crawl 3 HVAC suf ry nate 1 co r-fez or oo equipment au lierforllnal rwtew and approval. - -_- -- f -„{;p^y - - -SLIGHT TO MODE TE m Pyb Adapaid lMm Stagdrrd forH, RICHeReelatant' $ " ' - lS MP 11 ' - - 7. DampProof exterior of foundation With a bituminous mating as per code and coil ��{{ ` E� Reailllentkl Construction;SSTD 10.99 4, ,11 1"fi1Et+T A9 PE M,`BONS/SYSITE G conditions. OETJERAI,WINEW O R TION CCOQNN„F�C�TION_NO� ! 1 11. L/1,; A�� „ D � SPECIFICA Ni1FACTURER'S DOE and 1996 SBC FN Vvtnd @dltion ori F a Can cdon S 31 19 71 GENERALFLOO,R PLAN NOTES Faetenere and CgrirleDtars10 (Hood Frame Gonsbveaon 1. Dimensions shelf take precedent over scale drawings(do not sole dreabtige). 1.A contingoub load'gYgi.6elivean fOWnga;foundOona wells,ifoOnL gdhls erd,niot I ,3 IpENitAL-3 N t0�3UILDING,CfJ N.Y.S. framing shall be provided. '121 21 All Antimer lbaliblo,becovered vdih 53"gypsaT'board with nidal comerrelnWfDing. - E' CLING UN{T-S ON'310-310.2 Tape,Aoa,'tHyjad sand,(8 ). 2:Approved,00nnecfom,,fochom and other festering dpviose not included'In the .' 2T.1"! n A Standard BuBtling:Cgb,'Taole 2308.1 shall sue ingalled In accordanaewbh aa6�a HiDMW IRpftiftONW 8p "- AST L'12DOS atg pe pidy " sand hoWefq,haV1I'alr!!erofW4 Arsndsd i mfN+SMIWbi, FRM),ME CRli6TRL1CTl MNANUAL,., f 3P OF tX1 UCT10N D ,� �1SOFT W 3.Wallspig gypsum pcard manafalyuret'a�roDom ' 8':0".I 'ionadlaoter;v l9tYnTL*Bbg,'1NrnuMMulad'igmber 'frAP+t'BR§i"A'�t'fN e'�p7 r _I 1D AL ' , $O Z requires R layera of fib to 4. tWardp 3.Metal Pas",Connectors,aorevn'I,bolwranq rade ezpgaed dARrotiy la the weather or ago mdfi Fk$TEST WINp$'PEBEI RAME CONSTRUCTION U aublect to sed oorrosted in cprfll'lareas,Shall be bbrinlees Steel'or hot dipped '4 " ION; PRESC, EDESIGN-t 'HI WIND EDITION WFCM 4.Allbath andtofietarm walls afdcealings ad)reenl to watt arses to have wow galvanlad. ROO ROOF NU R' resistant gypsum board,or wag Via set on wonakirtaaip or equal. ,PITH .OPAN,(ft ' OF NA148 6 ING'ELEME SEE, FIA AND SECTIONS � Z 4.Where windows and doers Vrterruptwood struotUral oahol sheathing and siding, 4:12 _ _ 12 10 'CAtCCULA ONS 3E PG 5' l DES Iii '.L D'C'A'L' l i . 6eping anchors or Connectors shall be provided 2t the lopand bottom of cripple 41-6 "3 7 A R CH 9EE' G 7 �{ 0 atptla,header grads,and at least one stud at each avis of opening. 24 s L, TFI SEE SECTIO 'A" LL MINT LL 'UNI .O 'R7 'T ' LV A' s - 2is 4 e E O' LCC S 6 , ' 6-Ridge straps shall be a6aahedto each pair of opposing milers except whom collar - -� "32 - _e t0 010-4 S .. OGLE EAE PGB � Z 0 C 4 fits of 1x8 or 2x4 lumber is locabd in upper third of aaic space and attach to,ragh pair . - - 3e - - - .... ..RAM WA Z ATTICS WITHOUT T RAGE 0 of rafters- 5:72 12 _ '7 t2 Fl P . ON W ATTI ,6 1T 6TOR G. 4 S. Provided at each rofier bearing. Uplift connotors shall beIQ OQM OTHER THAN SLEEPI G R OM'9 #0 _ 20 4 13 TRUSS DESIGN DRAWINGS WA �I 1 0 9 PING R O S 0 7.Floor to floor hold-downs to be provided every 48,and every 16"within V of exterior _ 2A 6 14 ENERgY CALCULATIONS UNHF-A O STRUCTURE A 2 comers. 70 4 /PTCI, CR IT RIA 'O L DEAD, - . - - - A L s 0 .LA 8.Sill Plate to Foundation Anchorage, Sill plate shalt be anchored to the foundation 7 3a ARCHITECTURALGRAPHIC STANDARDS wtiharichorbosshavingamin.boh diamelarcf6B"and3"x3"x118"washere. A' 6:12 _ _12 _ 3 minimum of one anohorbphshall be provided'wdhin 6 to,12 inches of each and of - _11T - 3 3=0 W mason a fouhdatlo 4 feat on Center .1 m embedment of 7 Inches in CDnererel Tl y SE, E1q YO pl erbplb shall have a mining+ sq 4 GROUND $ W' L0, 't7 4 s. ry na, Anchor balls shall be oestad'within 12 Inches of corners and at 2e a 4 apWsng'rot ascae flog a2 f s, 6 E I Tic THESE A R GEN RA THIS PLAN TON-NOTES THEY ARE NOT " ,^,ut6 4 - 0322 T w -- ... ,_ 8d ]DESIGN AT R B __ 7t 171 WIND ' TMESE NOTES ARE GENERAL GONSTRUCI _- .., ' ' 2a � - # r r✓ s � � _-r oo W.t .''7 Mph TMEYARETOHE CONSlpERFA 2'i __ Fo W-1 ,v?�,J li e 'MP ll,R" TE' C', Y. ,GENERAL GUIDELINES ONLY AND SffOULASE DISCUSSED WITH YOUR -, A: e _ S '�AOFE9SION*� m -ail . . :,. ._ r GENERAL CONTRADTOR9EFORE GONSTRUGTRN4 BEt Ie1S. $7RUCT4JRAt V(lbOD P9 ANELS FOR'"NO-BORNE DEBRIS PROTECTION �ND 4��;�. �._ _—„— FOR WALL OPENING PROTECTION W126 MPH 34ECON01MN0 OU4T3 ._ _, ._. r . ,... _ I S0XlMUMWE RQOFNEIGHT 201 0 J — MULTIPLE SECTION ASSEMBLY: 114" THICK BOLTS®2'dC EA A ZONE PREScURE RATING SHUTTER SIZE O 0 0 A TW3836 TILTWASH DOL HUNG 5.3 9.721 10 14 &5 25.91 40 1 3'-2" X4'-11" ¢ a B TW2442 TILTWASH DBL HUNG 4 7,01 20 4& 6 24.7 -32.4 40 2'-10 .X4' 8" .to o C TW21,0410 TILTWASH DBL HUNG 5.81 10:45 20 4 & 5 24.7 -32,.4 40 3'4"X5'4" � a !, ;o '', � D TW2032 TILTINASH DBL HUNG 2.47 4:21' 10, 4& 5 25.9 34.7 40 2'8 Ki'�'" / FALL WINODUVS TD 8E ANDERSEN HIGH PERr(ORMANCE OR APPI OVER E UAL ._ - ..... y COEFFICIENT 1 0 W111i 12rI mph BASIC WIND SPEED AS h'ER .__ E__.:_ tYTE TS NY STATE'EGRESS RFQUIREMeNTS rBASED UPON VE DP UPGI. E KIT TABLE 30122) WEW�YORKTATE�UILDWODOESURE B y J+ _„ ._ . , FO GRIBLE LLk^aP$&E ELBA fiffMa __ �w A-1 if s I e s AS'vtAI € s Faa s nr HALL BE s t d, T �cR s AT rs o c�S� W ! '? \ AOR SPANrL1P TO d'i 18E _ - i „Y 0, SAIL NARF4QLf1�E W�NDQ?NlS WIU ?U9 w i ^ ILL . - I . . ,.-. AL _ 1,1/4hI o _ 1 2 Fi I FI SILhwIO ( 7OQ 1 FLNp T�iE ADDITION O� A flop �E SILL$�P )SILL STOPS TOTAL A _ .._,. ... .-. ,_ _i _._ - -_ .._.. , _ . 4. .. .,. .. _..._, HEIGHT AND ttEQUI THE IN AL ION OF A SPECIAL iAS14 Uf f INCLLID�3 WI H IJ�F' UPGRADE SILL STOP KIT) ALL UNITS'MUST MEET OR EXCEER T1 iE'MINIMUM DESIGN PI�E�aSURE REL111R4 ANY MULLED UNIT$ MUST ME7 OP FEED -. -. ,.-..__. F- ad 1.S TIMI $ THpESIGN PRESSFE REQUIRED AND MUST 1PANFER,LOADS TTHE',F20WFI OPENING SU88RATP. ALLXERIOR r M.._, _. , _. .-.._ _. . YORK'STATE f2E`SN?EN�i1AL C(3hlSTRUCTIfNV CCff)E. GLA7JNr MUST MEETASTM E 195 TEST REQUIREMENTS AS PER NEW ;REFER TO SECTION R 16WAA FOR'ALTERNATNE OPENING PR(?TECTION. ? _. _ .__ _ _,.__ i .... ... . . . .. . w \ w CID SHUTTER AB SEMBLY FOR PANEL SPANS;0 4.4P'WIDE SPAN Q Z g TABLE 1609.1.4 d 23132"APA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") r Z d USE AC GRADE W12 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. LABEL ACCORDING TO LOCATION ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/#8X3"(W/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW® 16"O.0 OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 910 TEE NUTS ATTACHED TO BLDG.WI NTDX 1 YY(W/WASHERS)MACHINE BOLT(m 12"O:C, WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED t ' UTILIZING VIBRATION RESISTANT ANCHORS HALVING A MINIMUM WITHDRAWL CAPACITY OF 490165. T q UTTER ASS MI LV m Ud N.T.S. W FOR PANEL SPANm;,4'-0"OR VMER SPAN H LU W SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-0 SPAN. _ V NOTE ADDITIONS; CD Z 2X41ST'RQNq WK$Q 24'0C .' K O ASSEMBLY. 11', REAgBLN R4YINpODTO'RN4'B:ktgry ( lWASWSR$1QALmtzvoORSThINI+If~S,¢Ma , ESy y W WOOD STRUCTURAL,0ANELSWlTHA,MINIMUM THICKNESSOF 71146 AND MAXIMUM AAREL SPAN 0F B'-b" • 1 � }� $HAUL ISE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS, PANELS t � � O BHALL,BE PRECUT TO COVER 6LALE,D OPENINGS,WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1400./'2 AND 1$u46 5 AND TABLE 1400 V4) TABLE 1,689.1+4 mFop mxxBaf '��" / W,INDBONNF",OEBRIS PROTECTION FASTENING SOHEOULE PQR'WOOP STRUCTURAL PANELS 'FOFESSIOH F 'STENER DPACINq INON'E8 / PANEL SPAN' 2' 2'.0"<P NEL 2'-P''PANEL B'-0"d PANEL FASTENER TYPE b` ISPAN<2'-0' SPAN<S'A" $PAN[ 6'-0' 112' 05 WG 0 SCREWS 1,6 14 12 9 W y 2112" 05 WGOD 9CREW6 15 16 15 12 O A.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF r HEIGHT OF 33'-Q'OR LESS ' 0 FASTENERSSHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. C WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION"RESISTANT ANCHORS HAVING A MINIMUM WITHDRAW L CAPACITY OF 490 LSS - w 1 t I I IF m USP RS250'AT 21 i I I I p: A MF]ER/R1D,gFJRAFTERwTricT_ KING STUPE - RAFTER IRIDCTO— RAFTER --'-'--__ EI STUD I1t USP RTIB OR'(2)RTT— RAFTER TOP PLAWEr- _.,,... . TOP PLATE---- ., MEAPHI - - HEARTS USPR8290 l - USPMSIAT ia' - -- - - 1 PT T usPlaG)R'TMu ea- _ w srw --. . U$PIiS2�f0ArT2 : I',' j:'. ddC� WALL STUD .._ — ALL 'JACK STUDS',—_ ' A ' RR RARE cr•' �'"iv. �"'�p ' (T. TCT ..R 1'♦`, ilA _ I � B RA6'rERAtt'A . kf2u� ,. /11' 1 !' _ .� 07W 12' - FIRAiFTEWPLAT�t D a RApT�ft{RLATE :PLATEl IUD � ,F�EAQl�J$TUQ,,;HEA�EhVJA�GK � P + � - ( - D, .'FLOPRTQ PIXM KL'PTA 0 - CP ' DIPMTEfBILL, - PAM III d' STUDIPLATE RSW '10' ' MW ATFISY. F ANC TN)L STRB G POSTANCF,KIRPORMCKS PAU S, C0O POST ANCHOR FOR REDPORCHOS'CS ECO ' INS OR 2%1 1g"OIC COLLAR TIES MPI . . .."--^ __„i POST-_._.._, fJ ^ USP COEtoll lop -.__.._ P.C.FLOWING - IF 2NP.FLOOR WALL STUD--- - 2ND,FLOOR WALLSTUD— - IST.FLOOR WALL STUD--- ) YST,FLOORVMLL3TtIP - u , 2NO.FLOOR PLATE -- TNtl.Fl.DPR PLATE__— q Ta Ci D0VEP8?PoRCNO9 SLIMOOR _- _ 'susFL0,F7R-- -- -- 1ST.FLQQR'PLATE 1sT;FLOORPLATE-' I _-$e-- RIM 9U/1RP .._._ SUSFLOPR- USPXLFTA' -- USPR8260AT36 - u R s9'Atar, uHF sikAY,jg FLvoR:raewAr � 1sT.F,LpPRWClpppTF gCl�16,LE9kL PEIMI'I�''� , PQS1”: ,' Y DOUaLE'l�h.L'PLATE- ;. 1STPyOPRWAI.I.�S � Akt"` � :r{`d '- I � TISlWWAbL w � �' ua �Atl'=- OFp�foN� �*a, a,c.FPGTin IF ;� • W p'7 to F�,Qa r s)i� ..._. fst4tuiPLATE p�nrErsi� �:_}AosT�►�vcHQFS n�D� ._