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30109-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31351 Date: 12/23/05 THIS CERTIFIES that the building ADDITION Location of Property: 1520 PARADISE SHORES RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 80 Block 1 Lot 21 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 24, 2004 pursuant to which Building Permit No. 30109-Z dated FEBRUARY 24, 2004 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 2ND STORY ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOSEPH G GLEESON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2057076 06116105 PLUMBERS CERTIFICATION DATED 12/22/05 PECONIC PLUMB.& HEATING 4 thorn zed Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY 2 Z This application must be filled in by typewriter or ink and submitted to the Building Depattinent with the follovV,i��.j A. For.now 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$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 5. Temporary Certificate of Occupancy- Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: // (check one) Location of Pro ert S X_"�` i s e S�i m,c e_t '7 �o ✓�n�/0 p y l House No. Street Hamlet Owner or Owners of Property: \/65 n-e t� (f Suffolk County Tax Map No 1000, Section 117-441 Block e O . - — ), I Lot Subdivision Filed Map. Lot: permit Ne,_30 4_01 G -Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: Applicant Signature C b -Z 3135 o s o BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY S 5 40 FULTON STREET — NEW YORK, NY 10038 �5 5 CERTIFIES THAT c5 5 Upon the application of upon premises owned by 5 5 JOSEPH GLEESON JOSEPH GLEESON S P.O.BOX 42 1520 PARDISE SHORES ROAD 5 e5 SOUTHOLD, NY 11971-0042 SOUTHOLD, NY 11971 5 e� Located at 1520 PARDISE SHORES ROAD SOUTHOLD, NY 11971 Application Number: 2057076 Certificate Number: 2057076 5 rj 5 Section: Block: Lot: Building Permit: nsll solos BDC: 5 S Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor,Second Floor,Outside,Attic,PooUSpa, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 Sherein, was conducted in accordance with the requirements of the applicable code and/or standard S promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 rj 16th June,2005. S 5 Name QTY Rate Ratine Circui[ Type 5 Miscellaneous 30 amp hot tub disconnect C 55 with GFCI S Alarm and Emergency Equipment 5 55 Sensor 2 0 Carbon Monoxide 5 Sensor 6 0 Smoke 5 Appliances and Accessories 5 5 Exhaust Fan 2 0 F.H.P. 5 5 Wiring and Devices Outlet 18 0 Fixture e 5 Fixture 18 0 Incandescent 5jCOutlet 28 0 General Purpose X75 Receptacle 25 0 General Purpose C� 5 Switch 20 0 General Purpose 5 Receptacle 1 0 20 amp Laundry 5 5 Receptacle 1 0 30 amp Dryer 5 Paddle Fan 3 0 seal S Receptacle 2 0 GFCI 5 Continued on Next Page I of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. O • O c L c PLrL3 rJrJ�Jr cPcP f 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE S NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 55 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 JOSEPH GLEESON JOSEPH GLEESON 5 P.O.BOX 42 1520 PARDISE SHORES ROAD ee5 SOUTHOLD, NY 11971-0042 SOUTHOLD, NY 11971 5 e� Located at 1520 PARDISE SHORES ROAD SOUTHOLD, NY 11971 5 Application Number: 2057076 Certificate Number: 2057076 Section: Block: Lot: Building Permit: 30109 BDC. ns11 5 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: C Basement,First Floor, Second Floor,Outside,Attic,Pool/Spa, C5; 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other L5 authority having jurisdiction, and found to be in compliance therewith on the 16th Day of June,2005. 55 Name OTTY_ Rate Rating Circuit Type 5 Service 5 LJ I Phase 3 W Service Rating 200 Amperes 5 Service Disconnect: 1 200 cb Meters: I S 5 An as built visual inspection,of the delineated electrical installation,determined that an obvious hazard is not present and the installation is 5 believed to be in comformance with the applicable reference standard for the estimated period of construction of the premises wiring system. 5 5 5 5 5 5 5 sear 55 2 of 2 c, This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S 0 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. 30109 Z Date FEBRUARY 24 , 2004 Permission is hereby granted to: JOSEPH G GLEESON 240 UNION ST RIDGEWOOD,NJ 07450 for 2ND STORY ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1520 PARADISE SHORES RD SOUTHOLD County Tax Map No. 473889 Section 080 Block 0001 Lot No. 021 pursuant to application dated FEBRUARY 24, 2004 and approved by the Building Inspector to expire on AUGUST 24 , 2005 . Fee $ 604 . 50 �J �f Authorized Signature ORIGINAL Rev. 5/8/02 12 2005 1 r LAWRENCE M. TUTHILL PROFESSIONAL ENGINEER L- - -----� I P.O. BOX 162 GREENPORT, N.Y. 11944 (631) 477-1652 December 12, 2005 Mr. Micheal J. Verity, Department Head Southold Town Building Department Main Road Southold, NY 11971 Re: Residence Joseph L. Gleason 1520 Paridise Shore Road Southold, NY 11971-0042 Permit No. 30109 S To Whom It May Concern: With reference to the above mentioned permit for alteration to the existing residence, I have inspected the rough framing and insulation on the second floor and have found all work in compliance with the New York State Building Code and the Southold Town Building Code. Sincerely, 4t NEW Lawrence M. Tuthill, P.E. 032254-1 0�°OFESS10N� LAWRENCE M. TUTHILL PROFESSIONAL ENGINEER P.O. BOX 162 GREENPORT, N.Y. 11944 (631) 477-1652 Rphruary 24 . 2004 Mr. Michael J. Verity. Department Head SoutholdTown Building Department �, ! Main Road Southold, NT 11971 Re: Residence Mr. Joseph Gleesh,- FM 2 4 Paradise Shores ioa Southold, NY 11071 Sanitary System Z- To Whom It May Concedes° On February 24, 2004, I inspected sanitaay system at the above mentioned residence and found the "ptem to be adequate to swevice the proposed addit6on asshbwAn on the plans of Penny Lumber # 2422 . Sincerely, Lawrence M. Tuthill, P.E. i�QfNEW yam � r^ JAG 032254-1 ESSIONP� LAWRENCE M. TUTHILL PROFESSIONAL ENGINEER P.O. BOX 162 �� ('� w,,... `✓� �,`� a GREENPORT, N.Y. 11944 (631)477-1652 July 22, 2005 Mr. Michael J. Verity, Department Head Southold Town Building Department Main Road Southold, NY 11971 Re: Residence Joseph L. Gleason Paradise Shores Drive Southold, NY 11971 Permit No. 301098 To Whom It May Concern: With reference to the above mentioned permit for alterations to the existing residence, I have inspected,the wind load strapping, collar ties and rafter-jo*3ts connections on the second floor and found all work in compliance with the New York State Building Code and the Southold Town Building Code. Sincerely, n /1 r i EOfNE NY INCE ?Lawrence M. Tuthill, P.E. r'P G2 Nom® 03T?F-1 4/ p'�f8SS10M��/ Town Hall,53095 Main Road O Fax(631)765-9502 P.O.Box 1179 y�o! � Telephone(631)765-1802 Southold, New York 11971-0959 41 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. D 1 �� Owner: ✓sB /t- 6 61e-exo11112 (Please print,,) Plumber: ReCOY1 1'L �l tl i/14 lTi`2 �I�tq (Please print) J CtoV�r-- -T- Ee-'rrY -J� I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumber"i ature) Sworn to before me this -2 Z day of �76c„ , 200,5— Notary Public, County L Yak to sanw "i D 0(v SOUl� � 0 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ I !,tISULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAelMSPECTION REMARKS: DATE INSPECTOR o�,,OF Sollhki TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND KINSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: c . lb DATE -�� �S, a"� INSPECTOR ✓' ?0 1 o9 7GS-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ✓� UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [V�IRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: -T DATINSPECTOR 765.1802 BUILDING DEPT. 1NSPECTI N [ ] FOU DATION 1 ST [ OUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMJIRKS: �,,��J,qe,/ Julen! - 4 DATE INSPECT jTOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREETVILLAGE DISTRICT SUB. LOT 1 05Z RMER WNER j N E ACREAGE I all S W TYPE OF BUILDING , 3�-�e..4— , V RES. i' SEAS. VL. FARM COMM. IND. I CB. I MISC. LAND IMP. TOTAL DATE REMARKS I - I a� o O 2 0 v 2 ieo v �'/t S,/,^�" ���a ,fie 41�1�.e7S Cee T, ae.�Te_ Cfec C IYX edd/✓.9ftP .)PP xt ✓ 00 3300 3 o 3 as _ ! G(s'seai81 car s`o o a-o AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE Icaw Farm Acre Value Per Acre Value Tillable I Tillable 2 Tillable. 3 �Q Woodland Swampland Brushland ... .•� House Plot Total MEN i 04 4014 1 1,"- 0 mommom NOISE qII 7,• M .�12 ENE MOM= Ilk M W, oil MENNEN ME INN on 1111113A W_u No 111"Alomp-4 1111111110111111 111111mips Isurdslim ON imissami,mis ME -V7 0 0No M NONE 01■019011111085 MONO 0 • Fire Place Heat Porch Attic Porch oms Ist Floor Patio Driveway 631 47'.'' 0676 11/07/03 03:56pm f. 001 ENERGY CODE CALCULATIONS CHA.PTER.5 SECTION 501 Detached One and TVvo Family Design Criteria 5750 Degree Days / (For Non-Electric Heat) Zone 1113 For: /e4 S ah per. �ne ,., �2 VI L <•►� /Jr S or 1 ! Dated ?13010.) DESIGN CODE . DESIGN CODE SUl?SITSTEM AREA .1u, "U" UA UA Exterior Walla 83 _5� 0, /08r' 014 90. 61 //6. S 0 Ceiling Roof 5,e s O. O-30 0.031 / 7 Sf /e. /9 Floor Over Unheated Space 0.05 fHeated Slab On Grade 6.5 Unheated Slab On Grade i 4.5 Basement Wall 0.1 Crawl Space Wall 0.06 NOTES: /00? Canstrretion shall comply with 502.1.1 moisture control and 502.1.4 air leakage Building Envelope Systems to meet requirements of Section 501 The merllanical systearn s road equipment including: HVAC Equipment,HVAC Systems,Duct Systems, Vea tilatia,�Systems and Insulation of piping. Systems to moot reqtOpmeats of Swtio:, 303 Servzw Water Heating Systems&Equipment to meet requirements of Section 504 of New Electrical&Lighting Pystems&Equipment to meet requireMonts of Section 505 ��< ce 9 P d ? i P r J � w To the best of my knowledge, Zoo belies &professional judgement, 032254.1 these plans are i1a compliance oFess�oN `l with•the code. /D /��/ D FOUNDATnION IST) • 1 1 1 IMM ROUGH FRAMING& PLLTM r1 - r r INSULATION PIR N.Y. STATE ENERGYCODE ' iii• M a 1 1 / / I 1p1�- r I TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 30/2)7 Check Septic Form N.Y.S.D.E.C. Trustees Examined odyl 200f- Contact: Approved ,20D�L Mail to: Z�� t/i✓/O��T Disapproved a/c !d C add 'f d7 -4� Phone: ,0 Y�I 0 3S�G Expiration20 e�7 Building Inspector r-- APPLICATION FOR BUILDING PERMIT L-e_ Date V20 20 03 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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. £ Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ignature of applicant or e,if a cap- tion) 25�0 0,0,a.� �f ddai ing address of�-7 44� d/i e a--) d State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 6 u�,t7 2 oz, Name of owner of premises3 a s e- p) jb j,e j �eOSo (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Ndme 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: :1 ?Ir* 6:LAA15G s �.� � s rid House Number Street Hamlet County Tax Map No. 100f0 Section.9 O_ / "a I Block Lot Subdivision Ta,p yrat:&e, Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:` , a. Existing use and occupancy 5(LO g I e '�1%A4 i tl b. Intended use and occupancy Si Ng /e -gRM/ �f 3. Nature of work(check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost /6 0 0606 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If garage, number of cars Nva 6. If business, commercial or mixed occupancy, specify nature Epd extent of each type of use. il-�/A 7. Dimensions of existing structures, if any: Front `Rear ?�/�// Depth 3G /.2 Height / I Number of Stories DimensionsQf mei tructure with alterations or additions: Front �� ' Rear Depth ae2 Height "— Number of Stories 8. Dimensions of entire new construction: Front / Rear Depth Height Number of S ries 9. Size of lot: Front 150 , I Rear S�o Depth / 3 9> ge 10. Date of Purchase /4 `4 7 Name of Former Owner ms's P J. (; le C S o 4) 11. Zone or use district in which premises are situated 5 b Otte,Id / 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_ .2qv Ur/ loft) 5f- 14. Names of Owner of premises JOS rr50n),4ddressR,d ewoodDJe7V62PhoneNo. -?-0 4-V 03S6 Name of Architect Ay wX ewe e T V // Address 7A' T^'le 7, .4N Phone No 77—�6s� Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO t/ * 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 61"914y sworn, deposes and says that(s)he is the applicant ame of individual signing c act)above named, (S)He is the (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. Swom to before me this day of 200 ,3 t otary Public / Signature of Appl can PATRICIA CORMN v/ / Notary Public,State of New Yak '7 No.01C05017852 Qualified in Suffolk Cour J Commission wires W 13,,S OJ �-- BUILDIPd%--J— -{1A� — LI 1--d YV I �-� Applicant/ Date Owners Name: Reviewed: Architect/ ,� ,—, Date Engineer: SubTitted: 3 SCTM District: 1.000 Section: B� Block: Lot: Project ,QQ (�//�ubdivision Location: S c�'C7 �L _Ir"- Lr .Name: Sin&le& separate Required certification: (Yes/No) /�/ i / zibPso p i zoning District: o 11,0(size: loco: Actual: (Lot coverage ropoxcA�=tom—) Req. ( Rcq. _/ Req. ((=root Yard 3 Proposed:�J (Side Yard La Proposed: ) (Rear Yard �� Proposed Project Description: '4' AGENCUERMITS Permit REQUIRED FOR REVIEW N.A. NO YES umber Suffolk County Health Dept.0 , New York State D. E. C. ./ Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: 14 7 Notes.: E 1,7- Z7 t7 etw� New York Board of Fire Underwriters Bureau of Electricity ` Date ^d�+c t_E. r G 20 Number of Meters Temporary Certificate Size Phase NYB 0 919 0 3 7 Overhead C} Underground O New S rvice O Change of Service Reconne Existing Service Location Issued to Installed by �'`-� ��`' / Lisc. # Reference l Application for electrical service equipment is on file with this bureau. On applicant's notification that this installation is complete,this bure I conduct a premises electrical inspection of the service equipment. This r' i %LTi r 90 days from the a drat y -ems. Authorized b % C Division STREET ADWSS: 1520 PARADISE SHORES ROAD N SURVEY OF PRQPY AT PARADISE SHORW TOWN OF SOUTH-OLID SUFFOLK COUNTY, N. Y. s —scr—ru-2s p• N/oma v Q OPT D)WWN1Y jpq � Ar Cow= a 114* 4* ! b , � y r � 9 C 4� �' r � '�T• � ,Sys MAcG >• � �vs � O� SEW Ep9y� t Y.Is � - e P.C. ANY ALTERAMN OR ADD177ON TO THIS SURVEY IS A WOLA77ON �( FAX (631) 7"-17 7 OF SEC170N 72OWF THE NEW )bRK STATE EDUCATION LAW. / 8 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CERTff7CA77ONS AREA=11, 1:30 SO. FT. ' A WEER STREET=03 HEREON ARE VALID FOR THIS MAP AND COPIES 7HE•REOF ONLY IF • N, y 1197'1 .r SAID MAP OR COPES BEAR THE IMPRESSED SEAL OF THE "VfYOR WHOSE SICNAIURE APPEARS HEREON. �, 'IN f t i 1 I'= l a k r 17, IN 1.. 14, COMf'LY W'TH` ALL CODES O NEW YORK STATE & TOWN`CO AS REQUIRED AND CONDITION - - ,;: SOL-HOLD TDIN ZSA - - _ SOuTHOLCTpWIdDLANNINO ST--MD DTOONTRUSTEES t. W NCgW:5IDING Ott' * Eh111RL8TrRUOriiR[�_ ��\ CKTEND.WING, PLUMP ' ?'ON f . 1705TIN¢rAREA5aNE�"f - - .CnIMNEY AE ON LEAD �� ' ITLI� Ei% 0 BP DfrmMINw - _— .' - - REQUIRE6BVCODE O(,' CEFD,r AT to SOLDERUSL I y. _ PROVIDENEW, N SUPPLY P L GY$7Lro CAIJN i IN f1_ L ROOOOFINGG7URAL ASRHA T EXCEED 2/10 OF 1% LEA - - —T PLUMBING ALL PLUMBING WASTE TC ?F_FOR ERIN .c _ _ _ - NES NEED G PROVIDE 4'TRIM ♦DOORS- NEW,a EKIST. / - - - - - - N 01 _ -;_ , - _ � - - OCCUPANCY it ,01 - f - - -_ - - - - ` LA c� - � WFUL USE ' 'J - WITi ;:jJ CERTIFICAT- zz8 _ _ Zi OF OCCUPANCY �° g PROVIDE G. —_ _ __ _- _ _ _ — OREMAIN I INDOW5 - CO9R,NERe�0ARD5 ENDRE HOUSE 10 — I 11 - -- — - PRowDE s naic - -� MEESIF L PERMACABT COLUMN_ SOF _ NE1N'VORK S'r. _ NEW ENTRANCE,DECK NAILING�TIONS w ATE DECKING MATERIAL TO TO eE DE(ERMINED EVATi� -- - _ APPROVED AS NOTED p z ON c� 50ALIff'; 1 /4" n DATE: 1 .P.S .30lO a � 0 FEE: o .. BY: 4. 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W f (PfP,.MH END) EXISTING BA9FMENIT ~ ' 4"P. CONC. 5LA13 ON COMP. " NEW ACCE55 4'-O"W. T9 NI,IMAIN up 6 REINF, INTO BASEMENT ,K NII,� FILL wro W.W A .6�M .. I" `3 2"X 12'GIRDER �'. � % NEW 4" DIA.5TRUCT. 5TL GppSTING STRUCTURAL - . t(p DLUNN FOOTINGS " - - �� - COLUMN aURiCD.iN GIRDER�O REMAIN - - z'p . _ POURED CONC:FTG. l fXI5TING GIRDER ' 2 21 PRov z= 13/4"X I I lie" _— T q -; NEW I EMENT AREA �. 6(15TING FOUNDATION Cl) poUaLE P{.00R J0157' .S x� WALL 4 FTG. TO REMAIN t0 III UNDER IX! TING $TRUCTURE UNgERG ' I{ : RUNNINGY 1,1 ! s .S'S1'P -ALL N2W,ARl:AS) .III ` IIII 47u U �E%15T PIG 8•CONC,WALIFI E NG5 BILCO"i FRAME - 2 % 62"P. . - ii wMAN P� I III 515T F.J. IN TN 5 l -? LOGAT N�kY• 5TOF AT V. I RD L5' �(ppµµ©© P 2 5A OWE � '.O - EDGE�FE')FfENS`ION ABOVE / i PROVIDE R-15 . III uo{ E%15T,OUNDATIO WALL TO IN5IJIATION - III ABUTTIAND NG(CYNCAUo OUND.WALL NEW ARtN (TfP. _ - - - � - DEC ABOVE U �UNE Or FIRST FLoop,EIQENSION ABOVC '� r^ NEW G"X WPOST'TO - - �. �{t. kY -. :.ZO"5Q20TUJBE WI - , POURED CONC.FTG.(f,YP'.) W))) OppOFESS19It , FOUNDLAN r^ , 1 I' �. -.r � 1-11,111-111-- W-111 --q�7-r -�-- 11,1 1, 1 -1-1 U7 T� 0,q- -,�L 77 "'Z MUTP77 X T ZA;7'A� 5. a % j qv, 2jz 14 1 Ll I I 4 91,11 1 Al 7k J, LL,�,,..... 7 2- lvc.j EXI5TING 2 X15TINC, eWNG 40�Qvftw R k�P1 Ij M A5 KBQVI \-3-21 X 41 STUD', rows Mr. wo ERG.) d ExunNG Kg 'up w TO REMAIN F- "4 LU EX15TINGCHIMNEY EXISTINGYU -- -- --- - ---� 6TIMGAN,D,/ %t GE ---- I -- - < Z 7 0 2"X , 01 3- 2'X 4"5TUP ri r FAD 5 TCP 2' VTO Is g DED POSTS TO RJOGt .x�pra FROM 0 T r%T rX15TING GRZAT ROOM 1 1, 1 112 NEW V (D L PIEY 21 x I 0 UIII. NM CY P, DIM Ir4e_ oom PEN --c- b &-(Y C. 12 USP KM EK /-;REV MOUN N VE Mm T M ACE NECT ABO 5h LVL GIRDER==�Zkul 314"x I F.45TING VY 6-0"CH � .x d. @ 2.,G. 91 O.C. ENTRY"DEE zw < < NEW CON5TRUCTION 0 CE T fLOOK PLAN SCALE: 1/4" Z 1. IT, IT L, NIL 52 wl, Tr 1 It, 7-T If LI �LLL a1121 z If NRIF7 X 4 uNr or 81?1.C 11 PITCHED C 7Wcill- 2 W AL).2p V x MUNP PROM P.R. 0 �om�o 3p 24— CL LAUMDRYCHL" P I rLOPAPINIP&P,N BATff A I,-* 36 2' SI high RAL 2"x @ I v O.C. ✓muNr ftF- m R., FRKYL ]Gk� et Ni BELOW poor li ITIF v 26 2068 TER 2"k 12"TO 3- 2* X 4�5 1 31 V X 1 17/8"RIDGE 15 510E C I?JDGff P05T5T RMJ I NrM FROM P051M F" Ijyr or 81-01 CA. BED 0 '17F MUNG ' @ W#U al-O"C. ALL 2nd FM ARM i lKNel Qj�D ABOVE V X V G.J. (SEE REAR EL ) 3 �x HUNGPROM RR. 9GG8 A Vt WCAIT 2668' NEW 21 101,R K rd G-I I/V of NEW CE 5FZCOND FLOORTLAN SCALE. 1 /4" 032254-1 OFE St 8 77 -1A r Q k, N%211;X G,O.C. 13/4"X I 1 7/5'RIDGE FYISTING RIDGE NEW 2'X I Op R F NEW 2"X 10'R?- 02 TOS @ IV O.C. @ I G"OZ. � oz NEW VALLEY q 2'X 12'13EAM 5d 2'X ED 4-4 @ NO 4) PROVIDE CRICKET 2'X 8' RIDGE pj 5 M&RO;?? 21 x 121 RIDGE Nmwe,)( IofLp NEW 2�y-1 Ou RR NEW 2� C G" R-It -�x2` "C� O.0 ILL LU OF NEWT `C`Of� FRAME PLAN M-1 OF 91 SCALE: 1/4" 46 V�U 12N & PROVIDE CRICKET 2W 1 1 MR6 I? RIDGE , NEW 2 ICY R.R NEW 2u R-K X uCT rtx I n t `F " ti:'".^n..' ..3'-I t4 :T;,<;:'C'i-cs ->T T,n tr ) "T s -v= i,-,� •ac m,-, ' ,:14N' 'F':>r.. ^m"-a - --T-r u, M. ... ..... ..,. �,.. . -,: . .. rc.,.. .:s ._ „Fo ,i. -.. ,... l,v ,.,:d, .. ., -a � I •"•? Y �I, { - r� kr - :1)- r ^'"'t6'r�'�`,., . f �' . .. , .a .. ( � }, :. ; . -:-.s., . ,ren„4 . . e. .,.a. M 'r n ,.5., . . <q *'I .fr,. .'O. „y n' `4 Y '`�`” V ,. ♦ ?n J. h I. "6"Ia'�� ..:.5.,. ) i'g `r . y tv A712 rl a r I ( I r I P�PvrusR Ra,s_�21 1 % I 1 7/�S RIDGE r , W _ R-30 1145;ULATION 6"FASCIA W/ ' _ 2"X8"C.J./G.T. 16'P,C, 1"-0"VENTED 5OPPIT _r . - ' •,X 12"RIDGE E%15TIMG HOUSE�:TO _ REMAIN; PROVIDE NEW PROV. USP RT20(iR- IN5l1, Df✓ .� 2"X I O"R. @ I G"O.C. ' - SI,PINGy ASPHALT ROOF - - • CJ -� CONNECTOR l°PJ I-WTI4C CILNG CLOSET 3- 2"X 8"HEADER 1/2'GYP. BO e PROV. U5P 8516 R.2 I" - - - TYP. ALL ARFRAME CRICKET 2'X 6"STUD WALL'@ 16"O.C. � EAS ;I" ' CONNECTOR 1/2'COX PLYWD. SHEATHIWG 3/4"PLYWOOD 1 '2'X V RIDGE - SUBFLOOR 0 X B"C.J. @' 16.O,C: Z.X 6"'Kip. @ 16"O.C. PROV. LISP 8516 R 36 CONNECTOR,R(PICAL) " � 'X PROV LISP 5P R51 12 4 2"X O" F.J. @ 16"O.C. — LUISH LVLGIRDER � CONNECTOR OYP All. r K1 r � WINDOWS 4 EXT. DOORS) — - 2-X4"5TUD gg/4"i f8" INTERIOR PARTITION U�HLVLIGIRDEK Gad 3- 2'X 10"HEADER 'O 2"%6"5TUD WALL 3/4"PLYWOOD NEW 2"X q'STUD'STUD WALL0' T. PROV. LISP 8516-6 36" t/2'G9'P. BO SUBFL00R Z - v CONNECTOR(TYPJ TYP.ALL AREAS NOTE: CONTRACTORTO 2"X'6"CCA SILL PLATE MATCH FINISH FLOOR M C\\\ HEIGHT W/EXISTING "X 6"POST f ,. PROV. U5P 5T61,6 \ FIN15MED FLOOR BASE 4 CAP . ANCHOR BOLTS rfrl) " - - - I .T ,J. 6 01.0 ZNEW2"x5' F.J. 5I5ftRED O EX.F 5 4"X 6"DECKING • 2"X IQ"-F,J. .16"D.C. N, N _ - A. . W1%6X CKJOIST W O.C. GRADE - 8" POURED CONCRETE PROVIDE 05P PPAU SERIES FOUNDAT10N WALL TO - - EXISTING P,C. CONNECTOR(iVP. DECK - 1'-4"X P-4"X P-O' NEW 4'pOIIA. 5TRUCT. WALL 4 FOOTING - POURED GONG. FOOTING COL. BUIUED IN FTG. WALL TO REMAIN 2'-0 X 2"-O" X I'-0"d. 1 O"50NOTUBE TO PROV 4"POURED CQNC - - - CONCRETE FOOTING 51AB ON COMP. FILL 112X 24 M5 REBAR - ! WITH W.W.M.6 X 6 REINF. .DOWEL(TYP. ALL FTG5:) U ' 00 Z ra. - DENV r..' �1✓ 1 IO'V IIN - S�,OF NEW y09 " - .I O w =U 03225 -1 - -- - oP9OFES lot% / r � I 7777 I - y., r " - " RROV USP 819116-821 CONNECTOR, - - - RJOCt 1 . - - 1/2",CDX PLY1tM110D 4 - - . . 2"X'IO"FLR 0116°ZOIC. F.t,l - R-ISS INSULATION - - R-30 INSULATION OW.) L ' . I"X 6'FASCIA W% 11 EXISTING HOUSE TO I"•q"VENTED 5OFFIT REMAIN; PROVIDE NEW BIDING 4 ASPHALT ROOF I/'2"GYP. SO PROV. USP RTZO TM'. ALL (M.)AREAS CONNECTOR( .) rp - 3-2"X p"'HEADER 6'-2 I/2" FLOOR TO CEILING R-19 INSUTATIQN '2"X6"STUD WALLA IC O.C. HDR. H . 3/4"PLYWOOD TYP. EXTERIOR WALLS I/2"CDX PLYING. SHEATHING " 5UBPLOOR PROV. USP CTOK$16-R L) . NEW 2"X 10'P.J, 515TERED YO EX. G;J., 16"O.C, CONNECTOR5I G%P J - PROV. USP 8516-R 12' g - GONNEGTOR(TYP,ALL - Z - - WINDOWS•M. DOORS) 4EXISTINGDRYWALL PARTITION -o' R DRYWALL THISAREA-J 3-2"X 10'HEADER '- If2"M019TURREE TO REMAIN / 2'X G'STUD WALL RE515TANT GW. BDLIE > QQ TYP. 'ALL'BATH'ARE PROV. U5P 8516-6 36" CONNECTOR(TYP.) FLOOR TO.CEIUNG O g d T---- --- E 15TING 5UBPLOOR 2"X 6`GCA 510.PLATE TO REMAIN PROV. USP STB/6 ANCHOR BOLTS(M.) - 15T1NG P.J. 16"O,C.TO AIN - - 2'-s 12' - EXI5TING GIRDER GRADE ,GRADE TO FLOOR HT, TO REMAIN - NEW 4"DIA. STRUCT. COL. BURIED IN FTG. ' _ d"POURED CONCRETE FOUNDATION WALL TO GRADE TO FTG, PROV. N POURED LL IOU X I'C % 1'•O' PF 1 HLSLAB ON WMP. FILL POURED CONC. FOOTING `h+� WITM+W.W.M.6 X 6 REINF. _ w � 8 BUII; rNG SECTION "B° ._'__ - N . 4PSE BE Nf{y yO 5 c a r N 0322W-I V r I „ ';, - , - ,, n. .:PI .r-'.Ti .:5•.:, - -, r as I 1 f � f._z', w "in. ' � ”.`"p r, 1 f PR($V. USP R516 R I" - ^CONJJECTOR LY - - - a n, _ - H�rRp�yHOGS�R_hL - - - I'3I4""X 1 1 7/H"RIDGE ", ' 4HINKWP PLYWOOIT 0 IIy{� - - 2'X 10' R.R. ® I G"O.C, - . I"X G'PASCIAWI __ `X 8'L J-J C,1. 0" 1 G"O.C. -� _ R-30 INSULATION ) '- F-X15TING 2"X t2' f 1".O"VENTED SOFFIT - R1$T TO REMAIN; EI. T- S1 15 51 NEW 2"X N TO RIDGE PROV. USP RT20 R-19 INSULATION EXISTING R.R. - -I YHI5 SIDE OP CHIMNEY CONNECTOR(TYT'.) WALL5#,CCEEILNG Cl05ET� TO REMAIN -�—�- cl 3- 2"X 8'HEADER /2'GIP, t'.OAR 21 X G"5TUD WALL'(gv 16"O.C. TYP. ALL AREAS - EXISTING RIDGE I I/2"COX PLYWD. 5HEATHING3/w PLYWOOD, POST TQ--/ SUBFLOOR \ RIDGE PROV. USP'R9 fG-R 3G", 7NEW RUEV% 12" CONNECTOR(TYPICAU _.I POST 3- 2'X 4" 1P, - POSTS 70 RIDGE W PROV. USP RS I G-R i 2" - 1 314'X 181 CONNECTOR(ttP-AAUU,, - 9 W59H LVL GIRDER - 1- {m WINDOWS*EXT. DOdR5) 2"X O" F,J. 16"Q.C. 2"%8"C.J. p 6"O.C. v *ET - 2'X 4'5TUD, 3-2"% I D"HEADER INTERIOR PAIIRIITION - - - 2"XG'5TUDWALL. P - w 1 3/4'PLYWOOD NEW 2 X 6` STUD WALL--,,_ PROV. USP 8516-636" f/2"GYP BOAR 3 ti" 5UBFLOOR j- s z CONNECTOR(iYP.) TYP. ALL AREAS NOTE: CONTRACTORTO '? 2"X G"CCA 51LL PLATE MATCH FINISH FLOOR `\\ HEIGHT H EIGHT W/OUSTING PD PROV. USP 57615 \ FINISHED MOOR YP - ' ANCHOR 5OLf5 Q ,) _ - . _ . NEW 2"X tyI F.J.51STEREQ TO EX. F.J. Q 16"O.C. 2"X 10"F.J. 0 GRADE 8"POURED CONCRETE EXISTING P.G. _ FOUNDATION WALL TO WALL* FOOTING P-4"X I'-4"X P-0' NEW 4" DIA. 5TRUCT. WALL TO REMAIN POURED CONC. FOOTING COL. BURIED IN FTG. - ' y 2'-O"X 2'-0' X I'Ard. PROV. 4" POURED CONC. tLL - SLAB ON COMP, FILL r WITH W.W:M'.G X 6 REINF. JL� z Li (9 2 P�+ J LL , E LD h BUfLDING 5EGTION, "CLI PAEcsNFgP 'x SCALE: 1 /4" rt ' 4 r , 1 � . r . . - ,' -.:x, . . Ir a a .,. -: -'. ,J' „ ..-. 4 i id ": .,r g ?'' ,' # Yq .a >� Ni, ?. ,ty •r'ev a ,vL:- reY S ., "S +"j,ry }. h 1- i - A� r 3e r d , 4 Y A V • - � - r v ^ IP u i i 7 nV ri G 1 I ! �A .EX1 BEf GL05C(POOR6 - EXI$TIN6 O BE PREMED I ; _ FMEfUOR - I2EL;OCATE A5INDICATED R'EVER5ED-SEE'FIIJOR PIANS ON LOOR,PLAN5 r j I REMOVE EXISTING s - PgqRR,TT�ITT�ION, OL05EF DOO G,L05ET WALL}WINOOW EXISTINCZKITCHEN 03 CABi R APPUANCE5 r w TO REMAIN' - E915TING CHIMNEY ' TO REMAIN (L EXISTING GREAT ROOM 2 2' - m REMOVE EXISTING ALL 5TRUCTURE5, _ PARTITION; RE-FRAME INCLUDING DOORS q NNTH 2"X 4"5TUD5 WINDOW5 TO REMAIN - - REMOVE FX15TING LAUNpRY'CLOSET: _ 0008, WALLS it UTILITIES ENTRANCE OOORM' TO BE REMOVED - - REMOVEP m W& f WMDONS SUPPOR Rqp AP -. REQU,1�NG DLRv10 - , SI+4 TO BENG STOOP 2' -3 I/$ TO BE REMOVED 1�'IYII 1 bo G-3 1/2' _ �CfSTING MR5T FLQOfk 5CALf: 1 /4", _ P-Oil - --- 4. ,l S J, res j itTTIL ` - c 'hi aFT FY ti Y r , OT U A - — I El 0 MMr �v f0 EXI5TING ELEVATION SCALE: 114" = 1 ,_b,q W z 1 a EB 0 �r It LJ .s _F " allF,11 MR, nu 4 NoTrz§ A. , �44 00 4 do" "What I�A a.244r idl' rAI1 4VN LQ�il - Q 1.The Informaltun on this Me of Ocinstructiarl docurnards,is to Isdard iNfific design Roo.it A, ",No + I I,..Iwi , , -�] bww 04 intorm and framing datalls: TIM am intended as a rO"S#UQWZg hompubp6af rAIT7 IF ofiftiont New York for generally ocasiphad good building practice arid I -Z ANJ wow%'nwig,in Oomfiad iwflh�o"DNO P"WlrB-treated, The general oontm6idir Ia rempto fifirl ablid 0'4i"f' oti building opides. pimoS�"* conothurtion dealls and prooWunes,to ensure,a a�PrImAde double--Nodoleti #kw Bit WtiliL�oi in cibcoar,urflexas P CAT F, TOV1111*11i ' ' 11'11� ALLiia�iul , sound,and weatherproolfroariplated product. diresimse ' . 11 "Killed T Pir ATE a. 2.General Contractor to Coordinate all sub contrachim,4ch6dugho of We I Ill.and -411 A AILING al CEILIN4 JOIST TO PAAA�L�LRAr j w Interaction between BODIES, FAdE' I - I , [Driffixorfloofjol SoL I , i - 17AVOIJ HLJ�#- I f, PtILNIG 40*',r tA' P9 d1v%flrP 11"S A, ao�' ARTI PME)4 'L T t LAI- . 3.The general contractor Is responsible for ensuring that all woulljOrfitoompructionr COLLAR Via 79 8APT*e tit a coop*wpoolay 40 T 4, f0.! Ab TO RAPTEIC, 1, " I T RMAILOO and am Pintanoo ma? toom, IM-S A OTO RAFT,99 means orexceeds Current federal,State,and lood,Codes.0*40t*s VAO I"�UWUOI'W, R END OR" etc. These codes am to be considered 86 part offire spargloarpo"O'bristaulkirlit Owledovarautfloor. Glu•e and WW All and should be adhered to"on If they am In variance WO lharplialli ' I , , , i-� , I , Ofilandee domadited TOP PLATE I. J t.,AJI vandoW and doorhistatem to be ofirumunfl(k)'" *do" TOP PLATE4"ATINTEAeridTIONS' �Ja"GG,kAl&ao FO' OT, Into orhoodootobt(2)2xl()unle*Ogl$rW40 RO' ' A A4r Gbt-, 4.Dimeralons sholitake precedent over stele drawingo(do rosiam dimarrigs). STUD TO itUO PACE NAILED HEADER TO HEA0158 UO PACE NXILE"Or lad Old 5,The designer has not been engaged for construction Supervision end QMV"i no 1,"do full solid blocking under all boa* wille.7 TOP Ore BOTTOM PLATE TO ST E N fLt NQ A 0 Tif 13-fl, Al as plaide,no f"onsoft for responsity forconabuction coordinudimilwifin thel 'a Six "OTUO CK S,Allboo slohoeadequoWboaring)'I"dt$FOOO.00 a corroupothm meansg forthods.fischniques,sequen, OTTOMPLATE TO FLOOR JOIST, precaudons and programs in connection with thalworil. them we nowernallidefora ANiOIQfST;'6ND JOIST, OR "LOOKING, FADE NAIII 2�ied PER PQOT specific use expressed ori Implied In the use of trese plans, to theres falkneflusect h" 0.All rush boom and]Olint intersections SM, IST TO SILL,TOP PLATE,Oft OffIbEA 6.Refer to floor plans,exterior elevations,and window sabodide,foutypoS and Atist Of 10.Typical edderfor Wails Andpoof tette shoaVW,VO W 6064#,OW a plyaltuld or ILO A GiNAILFI) 4.ad Wilt JOIST RID 11"1110 JQmir too 144 7115"OS13 plywood.group!,APA rsMNL Loftl4o IL11D i1r, o EAGER AND windows. All windows,to be Anderson high perflommadoe quillity or approved equal'.' To JOIST TOE NAILED EAGH "0. LOOKING TO SILL ON TOP PLATE TAE NAILED EOGEk�STAIP TO SEAM I'Ader NAILED.; aled C", li_lod K H 7,Door and window headers,to allim unless otherwise noted. 11.Provide insulation baffles at save verld,between rafterc, let ON LoOrAtIt'TO SEAM , TOE NAILED �3,,Inf AND JO;ST TO JOIST END HAILED. $-too If 8.General ombactor Is to ansmile that masonry and praWcoad fireplace AND JO ST If NAILED R,-led 014 T Construction meass or dx0oods all manulacturar's spoCIOCRIOne and applicable codes. IZ Exterior flashing to be oonxcfiy�Installed stall Connections bletarmal rock;waft. I PER FOOT W chimneys,projections,on(tpenetrMnsmsioqitiredby0oroOdoodeftil�Abn R OFa EA I " 9.General contractor to consult and Coordinate with the owrildrand the pherst fair ail oractores. STRUCTURAL PANELS to /C VAT PANEL EDGES built In Rome Such as bookcases,shelving,pantry,dioxide,oft. ad ANJR13 AT�INIIS" a Ia.General contractor to provide adequate alltievembillorliono nodilvands. HPOR, a in TN*f"AstIEL FIELD �14*0143 4VAT s"I'a"""a AV' OL 'N IA 1' PAR 10, Provide hardwired smoke detectors,With battery backup,on all room and in Each 4T 4AA In at overneogs.r FOR ROOF SHEATHRMWITKIN,4-Q-OF THE, PERI 9LD 14 Provide appropriate soriffit vengalk Ema , _ - , 0 bedroom,verify with local code requirements as per Section R317,NOW York State Civ•UN -MOW. - �-li Residential Construction Code. Install carbon monoxide defectors a I a per Code. PERIMETER EDGE ZONE ATTACHMENTR8QUIRKMENTS SHALL BE USED, GENERAL PLUWN_QNgTES CirILING SHEATHNV6 �BYPSUM WALLBOARD Ed COOLERS 7^ ,EDGE FOUNDATION NOTES 1. Plumbing subcontroolorto be responsible fair adhering to alfopplicable code and aDGE 110'FIrLOL L WALL SHEATHING 1,Goneral contractor to review plans,oleisdlons,and datalls;10 determine Intended soloty Requirements. STRUCTURAL PANELS 9,ZONE - 10� Old -V AT PANEL EDGEi AND IV AT, ad PMEDIAT9 SUPPORTS IN THE PANEL FIELD heights offnished floar(s)above typical grade. 2-lfwall plate&or joists sm.cut during the installation Of Plumbing fixtures or INTERMEDIATE fS` OlC S'ATPANEL EDGESAND 12- equipment provide bracing to fie framing back together. ad AITINVE'Am"INIII-E SUPPORTS IN THE PANEL FIELD 2.Ali footings to met on undisturbed Bull. FIBERBOARD PANELS 7119- ad $'EDGE i V FlIFLI) LU GENERAL HVAC SYSTEM NOTES 25132" ad ,a, GYPSUM WALLBOARD ad COOLERS 3- EDGE TIP,0 3.Provide Waxpansion joint material between all Concrete slabs and abutting I- EDGE I IVFiELD W concrete or masonry Wells occurring In exterior or unhealed Interior areas. 1.Mechanical subcontractor Is responsible for adhering to all applicable codes and HARD BOARD ad $Lml E SON E - 10"O/C'-e"AT PAN 9L E DO as AN o 12"AT Sol*requiraftnenti. INTERMEDIATE SUPPORTS IN THE PANEL FIELD INTERIOR ZONE - 18" 11"AT PANEL EDGE8 AND 12- 4. Concrete ono"send or ravel filtminlinum.with W-full I0wImmfth miniforcIng. ad AT INTERMEDIATE SUPPORTS:IN THE PAN eLFIE LO Interior slabs to be placed on 6 mil.Stabilized polyethylene Vapor border. 2.HVAC subcontractor to fully Coordinate all system data and requiriamento with the 'L`oO "TaT equipment supplier. STRU L PANELS - I" OR LESS ad o- EGGS I 12-FiELD, 5.Provide crawl apace ventilation per local code Requirements. --T 3. HVAC 3ubwnAftr be Provide final system layout drawing and submit it to general NAIL IVO REOUTIMME06 ARIE BASED ON kNEl!aVC1F'-1 z WALL PHRATH'" I fAwBu-�Old AT THE P� ER $HSAR CAPACITHig-NiAlLINO ISGUIReMENT111 FOR ISTRUCT URAL�Mitlx##" SHALL WE GOURDE D,PANEL EDGE To OBTAIN HIGH 711,ALTERNATE 6. General Contractor to install cop -tex(or Copper)sheet metal bennite shields contractor,owner,and equipment Supplier for*W review and approval. CONNECTORS.SUCH AS SHEAR PLATES, $11ALL So USED TO M hINTAIN TH9 kOAO PATH between oil wood surfaces that are exposed to Concrete or masonry surfaces, - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTRt 'M ty) REOUCEP TO:lCfB0 91SOOF131.THE TAOULATMNUMBEIR OF NAILS SMALL SOPERMITTEDITO BE DO NEW CODE, -NA IL PER FOOT� 7 Damppmaf exterior of foundation with a bituminous floating as per Code and"I conditions. GENERAL WIND VVY1Q.TION CONNECTION NOTES TASW3.4 TA"3.7 F Adapted from Standard fair Hurricane Comfiruclion:SISTO 10-99 1995 SOC HIGHIMNICIDtIONWOM IMSM H1GHW1MDmn1dal*iDdDPAtNE G AND GE E and 1995 SBC High Wind Edftn Wood Frome Construdon FRAME CONSTSIUCTIONIMAIIJAL RNFTERSPACINOilrW OMMX&MMWK a ION GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frome Construction KWtASPAONGTO-OIC 120mPhFASTESTININDWEED anDis 1,Dimensions shall take precedent over male drawings(do not scale drawlings). 1.A Continuous load path between footings,foundations Wails,floor*,thindwaild!roof RUCIF A Flow Naming shall be provided. PITCH la 2.All Interior wails to be Covered With W gypsum board With metal cormer,minflarcing. tAN('10 MAU MIS Tape,float,and sand(3 coats). 2.Approved connectors anchors and other fastening devionnot irldpoled in the Standard Building Code,Table 2308.1 shall be Installed in accordance with 3.Wails Common to garage and house to have a layer of 6/8",Ore rated gypsummalufacturer's recommendations. I t�TATE C6 board 24 Iz at garage side'with V-1y return on adjacent walls and calling- Manufactured lumber 25 requires 2 layam of 5/8".fire rated gypsum board, 3.Motal plates,cormoctors,screws,bob,and nails exposed ollroadry to fleirwasther or 32 sub)W to soft corrosion In costal areas,shall be stainless a"of hot doped 38 4.All bath and tollat arm Wells and ceilings adjacent to wet areas to have Water galvanized. -12 resistant gypsum board.or Wall the sot on wainderboard or equal. 14 Mere windows and doom interrupt wood structural panal$h*Ming and aiding. 29 framing anctions or dormooldra shall be provided at the top NW btillom or dripple 24 -Be- DESIGN LOAD CALCULATIONLS 20 =UPMANCY O�-AaWM 70 studs,header studs,and at least one Stud at each sidaofooilmlriq.� 1 32 USE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (lbstl -1 S . 310-41vi2 EXTERIOR UALCONIE5 S.Ridge straps shall he attached to well pair of opposing foram Banco where collar D9CKS 40 4"of lira or 2x4 lumber Is located Ill upper tildrof of SO Spitcoafift'sherch to each pair PIRE AREA(sQ EMENIT 0 ATTICS WITHOUT STORAGE of raftemi 20 f"LOCIR z < ATTICS WITH STOR 6 40 15.Uplift Connectors shall be provided at each raftrbeehO.' 24 FLOOR ROOMS (OTHFK THAN SLEEPING ,R OMS 40 28 - 51-tt:FINU KUOMU 30 1�1 Floorlo floor hold-dome to be provided ovary 48,And every 107 Within N ofelderior 32 comers. 1 31 TYPE OF QQNSTRLI(�" CTION a HIT RIA F CXLMATION OF OF LQ)kO I I 1 2- . 7.12-12-12 12 1 ", - IV- VVMI�Inlb Or MIATtKOL'(16 KtMKl!NVtU IV ^,I�A- Sill Plate to Foundation Anchorage: Bill plate shall be�ftNWd Ia the foundation if LRISIMIA r -I f ORP lTVlofDIgd)GN[_ lag5L MGM M�_f �cm 183RCHITLECTURAL GRAPHIC STANDARDS Wb anchor bob having a min-bolt diameter OfUl'I and A 20 4 IFF11AM'1413'LEMEN'l5r -4 SE q minimum of one anchor boll shall be provided Within 0 tali irchaet'afesch end of 24 4 PESIGN LOAD CA 25 S et!m� .each plate. Anchorbob shall have a malimmmenumemontotl MO"ln concretes 32 VANDOW AND DOOR SQHMXN P I GROUND SNOW LOAD masonry foundation&. Anchorbofts shall be located whi 12,jlft*olicomers and at 4 LW PATH El I spacing not exceeding 4 feet on Cantor. PAM 7 LESION CATEGORY SECOOMA buNICOULF AGE 14rc: UfNE CE 0 I , irA THESE NOTES ARE GENEMCONSTRUCITON NQT4 -ARENDT ytiP Vv IN U SPECIFICALLY WRITTEN FOR THIS PLAN. T AR I E-IlDrat EIRIED AS i 7 IWI.N.1) SPE X a 0 OAI pato it L( Sk( L E r Jo I BA f PA P ST F 7 EdCoo LEF's 7"'ED�' ' 1 IOTE .d a d 'Ga COOLERS TC 15 D G CATEGORY �SHOULID at bial R SURE CAT GENERAL GUNDFUNIM ONLY GENERAL CONTRACTOR$EFQRE 06NSTRUd 777" .--e-_-p—.�'q i r'. a, i iL , STRUCTURAL VCQD PANELS FOA YTVK0RSPRQ �43" JN 1 ` I . -•---+"-'+-x�-�-P--�, FOR IYALL OPEMN9 PROTECTICNOF1y1/MPH7SrtE0N0Y4M14UF19 ., , 5 ..: • �T �I ' .. ./MAAMUM MFARROOF HF,IBM M T10NAS$EW - _ MULTIPLE SEq 'Y.'-7At" •, '-TW.S '� ,. <m8u 85 ` I THICK SOLTS`Q 2'=OC •:H T 2ft4441' . ' TILT WASH . 3.59 EBL,,' '', 10 4 :�28; ' . '.,: 'S:'{ - •'i TW- 04tQ TILT WASH, 3.➢9'. ' 8 9 .'!: '(@ (i` ' -'28; +3+1'" f5p I, ,,Ip p TW24 B T14 .VYASIi 4,88:' 7B6 ' }0 4 38.3 2414' 3@ - P TW 2bkA0 TILTWASH B@ : 9.@1 10 # o- 25:9 q E TW2448 i'I'T WASH ., ld$ I 7E5 t 8.. b..S 34.7 G '+Tb A; 30 ) ' G : All AWNING 1.a. 4.3 1R 4 H CN72 GA$EM`ENT 1.b' 2.$ 10 ..5 1F:➢ ",34T - i@. 1� ' 1 CR235 'CASEMENT 1 6.$,` 10 4, 1L6:,➢• '23:4' ..'t7 h - 'A'LL WINDO. 6 TO 9E ANDE RS- IGH PER'FORMANCE'. -APP RID V. D EQUAL. ram "I 11iTi CALCULATIONS FOR WLINDOWS BASED'UPON' EX'PO$UR48 M .& RACE KIT. -i COEFFICIENT 1.0 WITH 12018 Rh'BA' 'I WINO SGEED AS PER _ =- - E �— E T°AV'E SSR -p,------- LL -� it TS_ . T L301 2 (2)NfiW_YORif STA E BUigING C E "� OR HASJTABL SPACE.;- .- — T- — — --- G11S1611 R LL $; f:E.E EYA�K)NS t a WALL OPENINGS INCL DI W INDOW-S'-AND DOORS SHALL.FIE p OTECTED W TH REMOV'E"ABL 6T@"«GkO.10 - U UR PANELS" WITH MA}�IM 4NT•OF8 0' SPAN. FASTENER,SSFFQSPAN'S UP TO 0""SHALLTB�yE ��i�, N -WO S RE W�S-A�7�8 01C FArr TENE , FOR SPAN-9 UP TOS 0 'S'HALL UE 2 Al2' N8 AT 12" t)/C. TABLE 5012 1'2 ALL NARRpLI'NE W MOOW S, MUST USE' - 1%2"HEIGti,l SILL STOP (ORSTQOL) AND i'NE AD I�TIQN OF A 712 X 3 #" D _ UPGRADE BILL STOP (SILL STOPS TOT'AIA" —1:71%4" - HEIGHTAND REpUIR TRYASTA LLATIO OF A SPECIAL L'SASH LIFT {NCLUDED WITH DP UPG A ' SILL STOP _�. ALL UNITS M-UST MEET ORS%CEED'THE-M IN'IMUM pESIGN P'Ti E$S URE R€PIUIRED, ANY MT1LL D IJ�(ITS UST MRET,OR �EXCE D rt_•'_ -` 1.5 TIMES TME DESIGN PRESSURE RIEOUIINED ANO MUST TRANSFER LWADSLTO HRRDUGH' H qP NI G 9�JSST AT L EXT IOP GLAZING MUST pLEEETASTM E 1988 TEST REOUIREMENTS AS PER'NEW /�4RK STA fR.RE S ID E NFIAL 0944 718 CT .CODE. _ - REFER TO SECTIUN R 1@09_1.4 FOR ALTS RNq TiVE OPENING: OTErC TION __ _ - _._ _ _., _ _ OD 11 b LU LU tT W r, SHUTTERASSEMBLY 4^m namFWHr ,.{ L7 .'•. N.T.S. RDOF -____ FOR PANEL SPANS:0<4'1 WIDE SPAN TABLE 1609.1.4 A eO� 23132"APA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4') c ri USE AC GRADE W12 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. aZ v" LABEL ACCORDING TO LOCATION. ATTIC ASSEMBLY: (BATH 2 ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/98x3"(wl WASHERS)GALVINIZED OR _ STAINLESS STEEL WOOD SCREW 0 18"O.C.OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING. 1 to to t 1n 1114 11x1 i 910 TEE NUTS ATTACHED TO BLDG.w1410x 1 Ye(W/WASHERS)MACHINE SOLT 1(m 12"O.C. W. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 4901bs. T^ 3^F.AL - ' SECOND FLOOR ' SHUTTER ASSEMBLY Tt Z 1114 3 1114 3 N.T.S. C.Oil �- < .- - ,-„4 4 . 4 W FOR PANEL SPANS:4'-0"OR WIDER SPAN ` " - - SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-0"SPAN. NOTE ADDITIONS: FIRSTFLOOR (C 2x4 STRONG.BACKS @ 24"OC ! Z ASSEMBLY: - 1). PREASSEMBLE PLYWOOD TO 2x4'S:R 10X3"(MO WASHERS)GALVINIZED OR'STAINLESS STEEL - .L,1, - F..� WOOD SCREW® 12"O.C. - - J T---�-� TO SUFFOIX 1 U. 4^C,L - COUNTY DEPT.OF r a HOUSE HEAI•THSERVICES ALTERNATIVE FOR OPEJJ,I {PROTECTION — — -- — ---- --`-- T� APPROVED SEVER W' LINE. WOOD STRUCTURAL PANELS WITH A MINIMUM THIONNESS OF TIIS"AND MAXIMUM PAN EL SPAN OF 4•A" EASEMENT - : /1 \ U SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUIL'DINISS. :PANELS - - (u SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PRCVIDEP _ (REFER TO SECTION 1AO9 1 4 AND 1809 4.5 AND TABLE 1809.1.1) SLOPE" 114" PER FOOT PITCH TO DRAIN TABLE 1609.1.4 �T— WINDSORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS _ P,1E OF NEIV FA NEN SPACING NCHE b� 9 CE PANEL SPAN:52 2.0 PANEL 4'-0".PANEL 4•P°-.PANEL FASTENER TYPE 011 SPAN.4'-0" SPAN A 6,- ` SPk .<8.0" ? 4 S PLUMBING DIAGRAM 2112" 48 WOOD SCREWS 16 '1 12 _ 2112" 48 WOOD SCREWS 10, id id 19 NTS �A 032251.1 @V�' CN E A THIS TABLE IS BASED ON A MAXIMUM WIND SPEED IS SECOND GUST)OF-90 MPH AND MEAN ROOF - 9OFESSIDR �./ O NV HEIGHT OF 3T-W OR LESS _ N B. FASTENERS SHALL BE INSTALLED AT OPPOSIN@END$OF]NE'WO.CD STRURTURA'L PANEL. C. WHERE SCREWS ARE ATTACHED TO MASONRY.ORMASQNRY/B'I'UCCO;TNEYSRALL pE; f D W i, ATTACHED UTILIZING VIBRATION RESISTANTANCI)ORS HAWNQ A-MINIMUM WITNpRA14TE - �� f 1 CAPACITY OF d90 LBB. 77.7 7 P g 777 , I �A RIDGE RAFTER USP R8250 AT 21 RAFTERIRIDGE/RAFTERvirr"CT RIDGE RAFTER— USP RTI I 6OR(2)FM STUD - HEADER TOP PLATE TOP PLATE LISP RTS USP RS250 AT 21 USP RT20 USP R8260 USPR$26O AT 12' LISP LS OR TMtL WALL StUV^' WALL STUD . JACK STUDS A "MRIWEIRAFURNM I CT'. AS= 211. kAF"0W!LA=VAYAqUrcT Ism 21" WSHV9 N RAMP I. RAFIERVPLA 1E �!Ioclr ISM . PfAvoloo , R52M IN, Al RAFTEWRIDGE/RAFTERmog . 5 RAFTERIP-)LATEISTUD------ B_ .\iRAFTEFWLAT9_.__PEATWSTUP C '�KEADERISTUD '�F C Haillor"%Jt) fm r IF eK HEASERAJACK STUD KVTA or RSM 3w RStW 36' co R rvPLATE M260 10' F Z LAVJ54 MW W a. AN R BOLTS LU 18 jx LOBIANG-HOR FOR R!CKS PAC - POST ,FOR C _ AKHO COVEREDPORCHES OBE SERIES A lq!!�RkT OQ w z co F43ST USP CBE--- ' !99 Pt FOOTING lop 2ND.FLOOR WALL STUD C) 21 FLOOR WALL STUD I� ,O 4-4 JST.FL000WA6L$TUI)--- 1ST.FLOOR WALL STUD-E) U) 2ND.FLOOR PLATE _9 _)fWLANCHOjR Es 2ND.FLOO LATE-- IST.FLOOR PLATE _"p�pmqm SUBFILOOR SWUSPLOO, IST.FLOOR P (4) RIM BOARD SUAFLOOR SUBFILOOR RIM BOARD - - E) U USPRS25C AT 160 — USP KLFTA — SP RQ50 AT 3W USP RS250 ATW RIM BOARD RIM BOARD 0 1ST.FL00RTO PLATES '1ST.FLOOR TOP PLATES _j DOUBLE SILL PLATE DOUBLE SILL PLATE POST LL USP MP6F -------- IST FLOOR WALL STUD ---- jW FLOOR WALL-STUD- FOUNDATIONVALL FOUNDATION WALL USP:PAU- P.C.FOOTING IT11 D FLOOR TO FLOOR E TE1S1LL _______ E STUD/PLATE PtA E/A�ftk ANCHORS FOR Tm �J 46 R RS250OAT21 A- 25 Oil T211-- TMU 0 F A G_ PH P LI 4T 3w 7