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HomeMy WebLinkAbout34180-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33461 Date: 12/22/08 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 795 LAURELWOOD DR LAUREL (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 127 Block 7 Lot 3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 18, 2008 pursuant to which Building Permit No. 34180-Z dated SEPTEMBER 22, 2008 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 ADDITION AND ALTERATION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ALEXANDER R & ERICA MCKENZIE IV (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 126068C 12/19/08 PLUMBERS CERTIFICATION DATED 12/18/08 HI-TECH PLUMBING A horized Signature Rev. 1/81 Y1 Form No.6 TOWN OF SOUTHOLD tr` `� n �? r" i• BUILDING DEPARTMENT !1 U l5 TOWN HALL 765-1802 ME 1 .9 2008 ll / APPLICATION FOR CERTIFICATE OF OCCUPANC BLDh. DEFT. T WN 0F S .0TH0L_D This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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. l CJ 1S New Construction: �i Old orP`re-existiing Building: /� V (check one) l Location of Property: "1 L LI U/'�1�'ya UJ/'• l� U��1 House No. Street n A� Hamlet Owner or Owners of Property: r'�I(G Ea �4 Suffolk County Tax Map No 1000, Section Block Lot 31 Subdivision Filed Map. Lot: Permit No. 3 a t gU Date of Permit. Applicant: V"!(�ew zi`{ Health Dept.Approval: Underwriters Approval: Planning Board Approval: Q / Request for: Temporary Certificate Final Certificate: y (chec one) Fee Submitted: $ f d S 1 I Applicant Signature DEC 19 2000 � T WN OF TH DEPT. CERTIFICATION Date: Building Permit No. 7 ( u Owner: I X T �f r kC, V"' f.f �✓r 7i (Please print) // Plumber: cc,k luc✓►�Jr 64 (Please print) I certify that the solder used in the water supply system.contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of , 20 d e Notary Public, S County Stephen Gs Rem�N w York Notary 0011C,MW 02•RE251965 iified in Suffolk CountV commission EXPres July 31, ?:•:� c r.�h_ r.•.'•._ rs �••.- =?SC -r.•. r••. rti' i`'i•A�r:4`�?:�.= =7:�:��i:��:•:•._ =:•3 ==�\u=�.+-_���/?:�3 rF:�:$i-.SFr-'iai f.,}..I.•ti .:, !.•.�.? rf..y,.;♦.� r••}>;r-••S,. cr-••:t7;l..y>C�.. > r,..:q..«;r,•.;i> ;r,•.�..;r,..ti...• •.',+...s..� �..y_y..},...r. •r..0•••.::••.•.O••. i Ori•.:M •♦4•,•••+••�•:p•v e+,.•r�,•:�.❖• c:••.O••r+�i•,•.••c+,•❖•,• , •.+"• +'+,•❖•♦ .•.•,• , ,v::••.•.'p•'+p•0,.,,. .,,i•i•.O•d C,0•i•.•.O,Y•r.•.•%•.•,�•p.•O„r O.•O ii i•%'%'�.�1 �.rlj Ir9,r , ..,rrr,♦. 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Issued To: Erica McKenzie F S�''-'r�oto Street: 795 Laurelwood Drive } Village: Laurel Zip: 11948 Town: Southold` Section: 127 Block: 07 Lot: 003 Contractor: D. L. T. Electric (L) Lic. # 4966-E Was examined and found to be in compliance with the National Electrical Code. fl :pd=� ':tea:`�•'�1 III } ❑ Commercial ❑ NV Defects ❑ Pool ❑ 1st Floor ❑ Indoor ❑ Basement ❑ Hot Tub ��. �_ X❑ Residential ❑ Det.Garage ❑ Attic X❑ 2nd Floor X1 Outdoor ❑X Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 'z'-=�=:1 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps MicrowavesINN ' ) *. }f Furnace Oil Gas Circulators Smoke Detector Bell Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector Bldg. Permit. 34180 Other Equipment tp Hugo S. Surdi '1 President - Rough Inspection: 11/19/2008 Inspecto o III S yS Inspector: John c Mahon III ''y This certificate must not be altered in any manner. Inspectors may be identified by their credentials. 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BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34180 Z Date SEPTEMBER 22, 2008 Permission is hereby granted to: ALEXANDER & ERICA MCKENZIE 795 LAURELWOOD DR LAUREL,NY 11948 for SECOND STORY ADDITION(RELOCATING MASTER BEDROOM) & INTERIOR ALTERATIONS AS APPLIED FOR. at premises located at 795 LAURELWOOD DR LAUREL County Tax Map No. 473889 Section 127 Block 0007 Lot No. 003 pursuant to application dated SEPTEMBER 18, 2008 and approved by the Building Inspector to expire on MARCH 22, 2010 . Fee $ 200 . 00 -� Authorized Signature ORIGINAL Rev. 5/8/02 OF SOcou Ulyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: l _� DATE INSPECTOR J'/� pf SO�IyO�o 3Ig � V2Comm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: f DATE !, ' J v INSPECTOR �' SOUlyo�o DD � 000MV1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST Y x ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION X��STRAPPING [ ] FINAL FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: r 7- 0 DATE I� INSPECTOR JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631) 298-7116 Date: November 6, 2008 To: Town of Southold Building Dept. Re: Foundation/Strapping Inspections McKense 795 Laurelwood Dr. Laurel,NY 11952 Permit# 34180 To Whom It May Concern: Foundation and Strapping inspections were preformed on the above addition, and it is deemed that all this work was done as per plan and meet all state and local building codes. Any other questions please feel free to call. sH OF•tl��n' ✓ ry Sincerely A7 5 ' Ir � - 072. ���� \ J e Deerkoski FIELD INSPECTION REPORT DATE COMMENTS .ti t2s FOUNDATION(IST) ------------------------------------- FOUNDATION (2ND) � 0 ROUGH FRAMING& PLUMBING _ x INSFJL,ATION PER N.Y. - -- C STATE ENERGY CODE FINAL ADDITIONAL COMMENTS (, 7 - -.D � o m 4 0 x d b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. '�j ( Z O Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined �Z ,20 O� Storm-Water Assessment Form fContact: �,, Approved � \-ZZ ,20 (7� Mail to: Gina Me,hen px Disapproved a/c 79 S la u ye l w 0 Phone: Expiration ,20 1 \J 1L f DNA R 0 d N Building Inspector SEP 18 M APPLICATION FOR BUILDING PERMIT BLGG.DEPT. Date Cps- w he J� , 20 D 9 T WN Of SQUTH0LQ__J 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 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. (Signa r of Oplicant or name, i66 corporation) -7 aWM&a Ml( bq, , Y1 (Mailing address of pplicant) / 9 L� State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises ,P/L (/l AVX (As on the tax roll or latest deed If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. lc- IlutmBLOO Electricians License No. Ana F -f-Pk&+V1 Other Trade's License No 1. Location of land on hich proposed w rk will be done: House Number Street amlet County Tax Map No. 1000 Section /,2 7 13166k'': '7 = Lot Subdivision Filed Map No:, Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy a Il b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition X Alteration Repair Removal Demolition Other Work � (Description) 4. Estimated Cost © 000 , Fee * a 0 6 (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 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. i I 7. Dimensions of exiting structures, if any: Front I Rear Depth J 1 , q,Z Height /A �a Number of Stories Ii € 61 W� Dimensions of same structure with alterations or additior[s: Front w e . i Rear �,� �Z Height �� ; Depth 1 L Number of Stories a i• 8. Dimensions of entire new construction: Front Z Z Rear Height Number of Stories 9. Size of lot: Front/ jJ� I Rear-150 Depth -�� s 10. Date of Purchase l 3 LO Name of Former Owner !N!YYI G YI (CSC 11. Zone or use district in which premises are situated X- go 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YES NO_,y_Will excess fill be removed from premises? YES NO 14. Names of Owner,w, ner of remises It Address �S �C�((IX1W'.''"-Phone No. o9 7�S Name of rc�ii�tec MM4 V- Wj Address Phone No �71/-'7 35"- Name of Contractor Address 1 d Phone No. -7(o S —Jf�9y �UTMO 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NOJ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF SS:1k) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signin contract) above named, (S)He is the aw--- (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 t� day of U� 2009' PHYLLIS ATKINSON Notary Public NOTARY PUBLIC, State of New Yolk Signatu of Applicant No. 52.4665676 Qualified In Suffolk County Commission Expires//— REScheck Software Version 4.1.3 Compliance Certificate Project Title: Mckenze Report Date:09/17/08 Q ) Data filename:C:1Program Files\Check\RESchecklmckenze.rck SEP 2 2 2N Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County,New York f3�pG. DEFT. Construction Type: Detached 1 or 2 Family T WN F S0 HOLD Heating Type: Non-Electric Glazing Area Percentage: 4% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: Laurelwood Dr. Laurel,NY Compliance:20.6%Better Than Code Maximum UA:97 Your UA:77 .,or D.. Perimeter' -�actor Ceiling 1:Flat Ceiling or Scissor Truss 399 30.0 0.0 14 Wall 1:Wood Frame,16"o.c. 512 15.0 0.0 38 Window 1:Wood Frame:Double Pane with Low-E 19 0.340 6 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 399 19.0 0.0 19 The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or sr-etrigQaticDs are in compliance with this Code. Name-Title Signature Dat 0 LLI aap.A 41®(��re 0 -, ES Project Title: Mckenze Report date: 09/17/08 Data filename:C:\Program Files\Check\REScheck\mckenze.rck Page 1 of 4 FORM NO. S TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Clerk's Office Southold, N. Y. Certificate Of Occupancy No. Z9 1.'1. . . . . . . Date . .�eptember . . . 14 . . . . . . . . .. 19. . .78 THIS CERTIFIES that the building located at .7.95. Laurelwood. Dr.. . . . . . Street Map No. . . 5595. . . . . Block No. . . . . . . . . . .Lot No. . . . . . . 7. . . . . . . . . . . . . . . I . . . . . . . . . k conforms substantially to the Application for Building Permit heretofore filed in this office dated . . December. . .16. . . . .. 19.77 pursuant to which Building Permit No. . . . . 9594Z dated . . December• • .16• • . • . •, 197.7. ., was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is . . Z'.ri.vRte. One .F=J-1y. Pwel.:.�ing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The certificate is issued to . . . . . .Dava.d.&. Betty. .Commander. . . . . . . . . . . . . . . . . . . . . . . (ownerxg ) a -of the aforesaid building. Suffolk County Department of Health Approval . . . . . . . . -� �. - .184. . . . . . . . . . . . . . . UNDERWRITERS CERTIFICATE No. . . . . . . . . . M392125 . . . . . . . . . . . . . . . . . . . . . . . . . . , HOUSE NUMBER . . . .799 . . . . . . Street . . . . . . . Laurelwood .Dr.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Laur 1, .Nex .York . . . . . . . . . . . . . , f Building Inspector FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-25392 Date: 11/26/97 THIS CERTIFIES that the building ADDITION Location of Property: 795 LAURELWOOD DR LAUREL (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 127 Block 7 Lot 3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 7 1997 pursuant to which Building Permit No. 24294-Z dated AUGUST 11, 1997 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 UPPER & LOWER DECK ADDITIONS TO EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to DAVID C ELIZABETH COMMANDER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A c c BtAldin Inspector Rev. 1/81 y TTIJ- OAK We Li fo alD -Slfght /ice w. L�s , 11Y1y' YfhQa - 796- 1a K re 1wdoJDr w� au rel e� tx B Gta�� •, . 11a'o� �.auVETc-WIAI.un ScRN 5 l,w�rwf ALUM saLFla z�.m Sot�If/ SP14triATE 4A%OiR. MA,(A)INDoWS ` Doouss. �AT jt 'O.MoP 21t4 yfuos tVo� �O t �e r� AT u. fsDt.wuf Ait. l ocP� SZArl� (norr a w�ku m SwN4 ZK66Lari r�' 'LK�W»oc Iq I144 /• L-Lxd ltArt 4RoA-'kaVEl.S1DIskj, / 14SULATI6 IS�F-k(.2�� .��y'.�K$NCATH -- -- 2K4sTuvsl�»o �x�SIw fRa+r gma�o FuuFcD �� ticps,.4raxte Cg - aw4.aaAa� d rur,�a .4ppROVI:D AS NOTED �a-/6 '77 FEE.J 3 BY,� N - NOTIFY BUILDING DEPARTMENT AT 765-2660 9AM fa 4PM FOR REQUIR- ED INSPECTIONS, _-——_--- L BEFORE BACKFILLING FOUNDA- --" _ - — ----— - 2--= TIONOR START FIU.MING G NSP CTION BEFORE C VE IN I OF Y KIO R G :. i nU 0.FINANOT WHEN IBL CO1d�PLETED OR SIG_ �l'T'k '1yp64 S�m ORCONSTRUSCFIONF ERRORSGN 5.ALL CONSTRUCTION MUST MEET -— - - REQUIREMENTS OF N.Y.STATE CODE 9- ANDTOWN HQUSING CODE6.ZONDEG__._. ._ RE _ _— Lf-- -—JL PE�- _,y�UR Tqq 44. ixr— 'm n/r I d � -------- | ------ ?�oa� _ — � -- - -' �_-- � ! w/ / � � � ---| AS tAw. Li ----'-- ' --- � "_ij'QnoF JeuK, dJ AN ry Aow 4�aaae. tbr i "6 i I — _,tuu�erenvi � R4P.Semtika' co"I f 'PA+se coos c<. / I fF grfi.FgP 'Zm .� a t srwa.atew¢H �p 1 o; _ I ' 1 hi t 1 I ;ZEMo. dos�f � Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSES SMENT FORM 1 PROPERTY LOCATION: s.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A -01 7 3 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLANT District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ---- --- -------------------- ---/---------- Itetn_Nu`n ber: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No --- --- ----------------------------- ----------------- Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? t/ (This item will include all run-off created by site clearing and/or construction activities as well as all Site — Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface Waterflowl — El 3 Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural ❑ ✓ Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? — 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of ElFive Thousand(5,000)Square Feel of Ground Surface? — 5 Is there a Natural Water Course Running through the Site? ❑ 1 Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? — 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15) feet of Vertical Rise to ❑ V One Hundred (100')of Horizontal Distance? — 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off F into and/or in the direction of a Town right-of-way? 8 Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of F-1 any Item Within[lie Town Right-of-Way or Road Shoulder Area? — (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? ❑ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! --- ---------------------------------------- - -------- EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! ----- STATE 0 F NEVV YORK, COUNTY OF....�)...�?.1/.�!�................. SS r That I, . {��1�!'t�..//L�i�V/' e.......I...................... beuig duly sworn,deposes and says that he/she is die applicant for Permit, (Name of individual s gnin/g Document) And And that the/she js'the ................atner ............................................................................................................................... (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative Of die Owner of Owner's, 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 taste to the best of his knowledge and belief;and that the work will be performed in die manner set forth in the application filed herewith, Sworn to before ,^nie this; /, ..................../.� .................... day of..Sep..7kM_ 204.61 Notary Public: ..,..:....... ........ ..... ............... .......... ................................... .g.. . . ..... PHYLLIS ATKINSON (si nature. .of..A It nq NOTARY PUBLIC, State of New York 52 FORM - 06107 , Qualified in Suffolk County Commission Expires 11-30-10 THE LOCATION OF WELLS AND CESSPOOLS SHOWN T LREO%ARE FROM FIELD OBSERVATIONS AND OR FROM DATA OBTAINED FROM OTHERS • • THE. WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS FOR THIS RESIDENCE WILL CONFORM 70 THE STANDARDS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPLICANT'----.---------___--- uTLAjq 171978 H. D. R n° * 7'50, Air The sewage disposal and wator supply [acilitios,Por this location have boon itiapected b3r,;hi;L3Qpartroont ru:d Pound a to be satin '" f M• Chi t o Genoral Fugiu® n Servio a PT ro� Lot 889 £`'`B� 33 2 N m 10 ill T� N66P5v j01E \ 9 SA 9 / 9R� ' \\ N y/ y P N Ni •D' 4. �/ y m 91 NON of 7 a8 su ft z° w- L 43;� eigovgp8 7- � Ar a`�lw ul o0 A IS £ W O. f O , o 0 01�. - 3 o _ 5 ?fi y la P S660 r ot 6 2� 9 6 �„ i � z z GJP�p NOTE: O�� ■ MONUMENr Q SUBDIVISION MAPF/LEDINTNEOFFICE V OF 7WE CLERK OFSUFFOLK COUNrYON .� MAY I7,I971 ASFILENO.5595 �P THERE ARE NO DWELL/NOS WI rNIN 100 OF THIS PROPERTY OTHER THAN rHOSE SHOWN HEREON. 1 WATER SERVICE-PRIVATE WELL �GO� • P RIEV1510NS YOUNG & YOUNG JAN.P,I978 400 OSrRANOER AVENUE, RIVEM(EAD NCW YORK AUC.ID I979 ALDEN W.YOUNG HOWARD W.YOUNG PRQPESSIONAL ENGINEER AND LAND SURVEYOR LAND SURVEYOR N Y19.LIC.NO 120A5 N Y 5 LIC.NO ASS93 SURVEY FOR: tE OF ryf ,,R' " f W11,D"°D1UD � D4VID C. COMMA/VOER&EL/ZABETHM.COMMANDER LA1P j ••IIS 9,.AVfr i91A vlVv ATION 0°9EOlIVN 0*pR9 W.y O,y •AAN uF•,.f NFw•oRF.+A„e•rocATIpH LOiT N0.7 ao oG t /G-, ,it5 .I,Is vlwYrr w°I Al•9LAN•Nc RLA'URELWOOD ESTATES" A7 GUANTED TO• LAUREL �a7rr,F RArtEEcvARAN7FEco. 4 TOWN OF 0SOUTNOLD 1 SOUTHOLO SAVINGS84NK _ rt 45U93 •+•u,F° - ,AND SURIVI „,•.. SUFFOLK CO. N.Y. o I SCA L'E' DATE I N =50� j NOV'I5 19 ,1977 77-8 THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD f� OBSERVATIONS AND OR FROM DATA OBTAINED FROM OTHERS ^�o, THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS fOR THIS RESIOENCI W WILL CONFORM TO THE STANDARDS OF THE SUFFOLK COUNTY DEPARTM, OF HEALTH SERVICES APPLICANT_------Do _--- r5D � rtia MPFI<OLE ODUM own DW11117 M - v m _ e� 171978 �� . rI� The sewage disposes and*star snpp2} \ £ faOLIities for this location have been inspected by this department and found to be setliOp D . Be e Of- -General1&d6jX Services m� L'ot 8 B9 "jeP ?J • Zg3' `" rn 'N 0(7� Q O II�G• w O '�B. � \ 66D50 es A�Pi p of 7 SQ — ft 1- q3 6 �� e' 7- a- Afeo� all, T►+� ZBB� N� o S•�D�`01`V • IV. S4Its* dot 6 3 cY c Z Fm �' a it MTE, 6 -MONUMENT �Ov� &fSDIV/S/ON MAPFILEDlNTNEOFFICE OF THE CLERK OFSUFFOLK COUNTY ON NAY!T,/97/AS flLENO.5595. THERE ARE NO DWELLINGS W/TN/N foo• OF MS PROPERTY OTHER THAN MOS£ SHOWN HEREON. ^\`G WATER SERVICE-PRIVATE WELL �fO1v V Nevltiic,Nw fOUNG & YOUNG JAM 24ISM 41lO ,it DA' .. A,I N L P1.!N,.!a, aI e.Y+:Rh AU0./0,/9re AL13EN W Yovnc '4'xWArIn'Vv "AOFF Y31(rNA{ CNGhEER S•. {Lq0 v I-�'1'•�n Stet_pp NFL -A"N.OwVr ruR w {...-~','1�-±•,--- —' I—�w.u�noa o4pµo W.ro�o+ _ _ ... ., SURVEY FOR; DAV/D C. CONAMNOER 8 EL/ZASETf/M.COMMANDER LOT NO.7 "LAURawoo0 ESTATES° ' AT �:L'Al-Al, e. n ' !�4 yQ 45693 h8 �y �f f 1 `v'itNl 1 •- --...-. LAUREL _ - THE TITLE GUARANTEE Co. sEOGxD wavy t E I: SOUTNOLDSAVINSSMNK souryocn _ } • t j �- -S:rF; Al—dZIlr ° dui 1` =50^_ NOV 15,I977 ' 77-8/9 THE LOCATION OF WEttS PND LESS°OOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR FROM DATA OBTAINED FROM OTHERS THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS FOR THIS RESIDENC; WILL CONFORM TO THE STANDARDS OF THE SUFFOLK COUNTY DEPARTM: OF HEALTH SERVICES �t APPLICANT:-------________.. �( zm ADDRESS_________—___TEL.__ . 06 \ \ U) `= WFFOLK OWN"HIAL2B DI PARTEM2 o- c DaTAUG 17191a S The sewage disposal and water supply \ facilities for this location have been inspected by this department and found \ to be sat C e of General QS g \ Servicea a� Lot 8 73 2�' m O Q Q I�1E 66,50 vc% s s � g '•� E N Of 6QS Sq ft' o°°y —_ zz e o8 z o Areo' 3 �,,LK 288' N *00f N O A 0 W O_ D V o y 660In. 501 ZSR� aA ? F' �o t 6 3 � c, Z 2 c o� (Y'JP�c NOTE+ �� • :MONUMENT — QO SUBDIVISION MAPFILEDIN THEOFFICE V OF THE CLERK OFSUFFOLK COUNTY ON P� MAY 17,I971 ASF/LENO.5595. THERE ARE NO DWELLINGS wlrwl00 OFTH/5 PROPERTY 0THER MAN THOSE SHOWN HEREON. `1Cj WATER SERVICE-PRIVATE WELL G� P� YOUNG & YOUNG ✓AN.2B,197B a^a r,�;On� �. A�rrr'"L ai.�R•,�+.. r.l'!� Y':P.h AUG,10,1976 ALDFN W TO'!NG HnW'A9fl w YI1uNC. =norrsv<,ru. cr+mnecD a. +r.o. rcr.-n SS PZE OF NFK' .ANO cUR4 FY un N---y.......------ ----'---1•_.-...-..�. -._. Rp W to SURVEY FOR: oylP �o 'r DAV/D C. COMM41NDERQELIVXSETHM.COMMANDER im x LOT NO.7 s' * "LA URELWOOD ESTATES A AT y0•45593 LAUREL MET/TLE GUARANTEE CO. sfOLSND SORNt�Q� £ V SOUTHOLD SOUTHOLO$AV/NGSBANK I'„=50 , NOV.15,I977 ' 77-81 BMW�jnqxjr �', File Edit .View Toolbar Window Help, 127. 7 3 �473089 Southold Active RIS 1. School: Mattituck School Commander David C Roll Year. 2009 Next'Yr ' 1 Familg Res" Land AV 1,600 795 Lauielwoodbi " ',Land Size:1.00:acres TotalAV: 7,900` i j LI Parcel127.-7-3 Site No_ L1f.Assessment I - (�I .Exempt(s) Property Class 210 1 Familg Res Laser Disk No L3`Spec Dist( ,Route No: Data Mailer . Qj Description 'Nbad Code 0 __. __ a �_ Date of`Reappraisal 00100lOOOU . L� Ownei[s) Sewer Type p 1�3 Images' Water Supply — •- Valuation District:.. 'Gis Utilities:..;+ I % Site Values' Site Desirability wro Replacement Cost(RCN): Nbad Type: j:. yP RCN Less Depreciation: Nbad Raking a 61 Cost Land Estimate:' �,.. Road Type Cost Total Estimate: ;DC Entiy Type __ Regression Estimate j R Zoning Code:' 40 lacre a Comp,Total Estimate : . Fin al Site Land: RunRPS440 Edits: Final Site Total: " i x Ready 77 � • Session r15W(Read 3UILDING PERMIT EXAMINER CHECKLIST *Date Sri bntitted:9/6407*Date Revieiveg-ldal �pplicaut: F"�-1 C, �k�� Owner:(Iemde- architect/Engineer: Estimated Cost: iCTM# 1000- �- - �j Subdivision: Zone: R410 Conforming? 'roperty Address:"(clp'-) Lal I o wOCXa. 'b V, City: L t l,f r6 Pre Cos? —no— 3uildiug Permits (Open/Expired): BP Q594 z/C/o z- , Info:haus-e BP a V /C/o Z-Rj�e4nfo: IP -Z/C/o Z- , Info; BP -Z/C/o Z- Info; BP -Z/C/o Z- hfo: Ungle& Separate Search Required? Y o Determination: MQ. Lot Size:4066b ACT. Lot Size: 00 OO REQ. Lot Cov, ACT. Lot Cov. WQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear MQ. Height . ACT. Height 3roject Descriptiou: Naterfront? Y or N " :f yes, water body: Panel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y oro If yes, *Bed#: *Date: _/_/_ *Permit#: Town Septic: Y or 1 - If no, certification required: Y or N Received: Y or N By: qYS DEC: PRE-DEC 9/1/75 Y ore)- Date: _/_/ Permit #: or NJ Letter— Notes: iouthold Trustees: Y or I� Date; / /_ Permit #: or NJ Letter — Notes: Southold ZBA: Y orD Date: / /_ Permit #: — Notes: Southold Plauning: Y oo Date: / /_ Permit #: — Notes: town Landmark C of A: Y o DTE: / / *NYS CODE Compliance (page 2): Y or N Mote Fee Structure: Calculation: Foundation: SF 1. ( SF)- ( _SF)= SF X $ =$ First Floor: SF + hiitial Fee: $ Second Floor: SF + Additional Fee ( : $ Other: SF 2. ( SF)- ( _SF)= SF X $ =$ Total: SF + Initial Fee: $ + Additional Fee TOTAL: $ NEW YORK STATE CODE COMPLIANCE CRECIMIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed:. 12OMP eisn-iie Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: /N 1 USE/OCCUPANCY CLASSIFICATION: l HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED SCRIl'TNE PULL FRAMING DESIGN ELEMENTS: Y/N IIEADERS: Y/N WALL STUDS: Y/N GLRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: YIN ROOF RA.[TERS: I'/N LUMBER SPECIES AND GRADE.- Y/N DESIGN LOAD CALCULATIONS Y LIVE: Y/N DEAD: Y/N SNOW: YIN SEISMIC: Y/N WIND: Y/N WD\TDOW AND DOOR SCHEDULE: MISSLE TEST {QUIREMENTS: Y N EGRIIS S 5.7 `. �� :.,Y/N t LIGHT 8%��N / � ENT 4%: NAILING/CONSTRUCTION SCHEDULE:uQN MEANS OF EGRESS: QN "````����------ PLUMBING RISER DIAGRAMON LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALLS& TOTAL COMPLIANCE? Y/N (RETURN TO PAGE ONE) NEW CONSTRUCTION -. 1-1 ® _ a h EEEIED M LLEAA-U-L LE All 11 LE I f ...... LLiLLII II II III IILLJJ -LULL 1�1 IUI III II III III -I-LLE-L _J � a fl LdLu LL-LLLL[L11-fl ILLUL-U LMIE--tu Luil LLIi L jjLLjJ-L LuLuiuL L-LE-LUL j q1 , -LL dLLtQ H 11j-L 11�� EE EH Lia LLULILLLil LLLLhid -LLLLIII I I LI fi JLLLL1LLLLu11uLLLi LILLLM LILLU Ll u 11 H 11 11 1111 1111 LIuJJ L��� I�I I_I I LI III LIi-LL-u1-u-u-Lj1 LM k dLLUL ...... FKONT ELEVATION SCALE: 4" = I '-0" SOUTHOLD BUILDING DEPARTMENT CRITERIA I OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 3 10 BUILDING CODE N.Y.S. USE DWELLING UNIT - SECTION 3 I 0 - 3 10.2 2 HEIGHT TOTAL 23'-3" +/- FIRE AREA 5f 4 1 5 SQ. FT. 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION �. 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN - 1995 HIGH WIND EDITION WFCM � F: 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS l 6 DESIGN LOAD CALCULATIONS SEE PAGE 5 ;,� �, t�,.re', t`v3�i, ® 0 7 WINDOW AND DOOR SCHEDULE PAGE 3 8 LOAD PATH REFER TO BUILDING SECTIONS 9 NAILING SCHEDULE SEE PG 5 10 EGRESS SEE DOOR t WINDOW SCHEDULE I I PLUMBING RISER DIAGRAM PAGE 3 12 FIRE PROTECTION SEE FLOOR PLANS AND SECTIONS 13 TRUSS DESIGN DRAWINGS N/A PAGE: 14 ENERGY CALCULATIONS ATTACHED I of 6 LIA Hd NEW CONSTRUCTION lid L. BIGHT SIDE ELEVATION SCALE: 4" = I '-O" z L Em Llfiflmilu LiL H z O JIM w z i BACK ELEVATION .�T,. � SCALE: 4" = I '-0" PAGE: 2 of G SECTION NEW CONSTRUCTION A WALL LEGEND: EXISTING WALL TO REMAIN — . V✓1 � EXISTING WALL TO CLOSE IN EXISTING  — BE REMOVED WINDOW OPENINGS TW21041 O TW21 041 O I _____ W2 NEW CONSTRUCTION 2 1'-4" *EXTERIOR WALL- TILE TUB DECK Tw2103G i I I 8„ 8,_0" 0 2"X 4" W/ R-1 5 IN5LUATION SURROUND i 3 2I W/ I LAYER41 PLYWOOD BATH - EXTENDED SHEATHING I LAYER2 GYPSUM I Lj u BOARD ON INTERIOR CUSTOM FRAMELESS I I TILE FLOOR ON MUD o O I *INTERIOR WALL- GLA55 SHOWER DOOR N I OVER 5UBFLOOR ^ WALK-IN — 2"X 4"W/ I LAYER 21 GYPSUM t ENCLOSURE i i CLOSET MASTER BEDROOM N ( BOARD ON EACH SIDE; USE 36" KNEE 415 5Q. FT, MOISTURE RESISTANT BOARD IN TILE WALLS t FLOOR VINYL PAN = WALL W/CAP EXISTING BEDROOMBATH OF SHOWER o w O 0 RELOCATED�� TO 9%�iGryTLING S/ I WONDO BO RD ON ALL AREAS m[n 24 8 2468 5.1%VENT N TO RECIEVE TILE _z . _ . — . — . . — . — . — . — . — . 2 X 1 2 RIDGE - N HEADER NOTES: z Q II 2668 I PROVIDE 2- 14"X 7 4" LVL HEADERS ABOVE ALL WINDOWS t DOORS 5/ 0 i ED OUTLINE OF EXISTING I *ALL WI DOW HEADEROHTEIGHTS WALL TO BE REMOVED G2 v TO MATCH EXISTING a2 O EXISTING CL05ET5 ROOF NOTES: EXIST. TO REM HALL AIN x — • ROOF SHINGLES (f0 MATCH CLOSET EXISTING CHIMNEY N I EXISTING) W/ 15# FELT OVER 4" CDX TO REMAIN PLYWOOD WITH ICE *WEATHER 5HEILD @ PERIMETERS lt VALLEYS • PROVIDE CRICKET AT ROOF i INTER5ECTION5 AS NEEDED EXISTING LIVI SPACE A31 A31 A31 TO REMAIN PROVIDE CRICKET 2"X 10"ACQ LEDGER BOLTED AT CHIMNEY INTERSECTION; TO HOUSE FRAME WITH 5" FLASH AS REQUIRED � "LEDGERLOK'SCREWS @ 1 G."O.G.; a2 Q HANG EXISTING RAFTERS FROM LEDGER 0 � WITH 51MP5CN LU28 CONNECTOR z u� N GARAGE BELOW 4"0 ROOF VENT ROOF SECOND FLOOR PLAN 114 SCALE: 4n = '-O" SECTION A ATTIC BATH - NEW BA EXISTING 1 141/411 1/4 WINDOW SCHEDULE W ° ° 3 WER T e SECOND FLOOR 1 1/4 3 3 2 W I TW2 104 10 E TILTWA5H 5.51 10.45 20 4 24.7 -2G.9 30 2 W2 TW2103G TILTWA5H 4.04 7.23 10 4 25.9 -25.1 30 2 KITCHEN BATH EXISTING EXISTING W3 A31 AWNING 1 .40 4.30 10 4 25.9 -25.I 35 3 1311 F.A.I. 4 ALL WINDOWS TO BE ANDERSEN 400 SERIES UNITS OR APPROVED EQUAL i WINDOWS TO HAVE TRADITIONAL STYLE, STONE FINISH LOCKS t HARDWARE AND FULL EXTERIOR SCREENS PERMANENT EXTEPJOR, PERMANENT INTERIOR WITH SPACER FOR FULL DIVIDED LIGHTS, COLONIAL STYLE AS SHOWN ON ELEVATIONS FIRST FLOOR C.01 TO SUFFOLK COUNTY CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B MUST HAVE DP UPGRADE KIT. Y, 8� DEPT.OF HEALTH Lid—E-.s� J•,` SERVICES APPROVED COEFFICIENT 1 .0 WITH 110 mph BASIC WIND SPEED. AS PER E MEETS NY STATE EGRESS REQUIREMENTS 6j� ,J' fs , SEWER LINE. TABLE R 301 .2 (2) NEW YOR.K STATE BUILDING CODE. FOR HABITABLE SPACE. BASEMENT SLOPE" 1/4" PER FOOT PITCH TO DRAIN CUSTOM GRILLES-SEE ELEVATIONS r WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS "y E,,,E WITH MAXIMUM OF 6-0"SPAN. FASTENERS FOR SPANS UP TO G'-O"SHALL BE 2 112 -#8 WOOD SCREWS AT I G"O/C, FASTENERS t?r FOR SPANS UP TO 8'-0"SHALL BE 2 1/2"-#8 AT 1 2"O/C. TABLE 301 .2.1 .2 PLUMBING RISER DIAGRAM `� ry `* l ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED NOT TO SCALE PAGE: 1 .5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR GLAZING MUST MEET A5TM E 199G TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. O� REFER TO SECTION R I GO9.1 .4 FOR ALTERNATIVE OPENING PROTECTION. SECTION A —z z'_a' -i d U p x — iv dU EXISTING LIVING SPACE TO REMAIN U U O � C9 X - 0 N EXISTING GARAGE 3- 1 "XIIZ" LVLW/ EXISTING MASONRY 2-8" STEEL FLITCH PLATES FIREPLACE TO REMAIN - 0R- W 12 X 50 (FOR CLEAR5PAN) POST,TYPICAL PROVIDE CRICKET" BOTH ENDS AT CHIMNEY INTER5ECTION 3Z" DIAMEfERSTEEL * FLASHING AS REQUIRED 2 X 1 2" RIDGE W/ LALLY COLUMN BURIED IN • 2'-0"X 2'-0"X 1'-0" POURED 51MP5ON C520 CONNECTOR CONCRETE FOOTING(fYP.) (TYP. ALL RAFTERS) ROOF SHINGLE5 (O MATCH + d EXI5TING) W/ 1 5# FELT OVER " CDX 0 z i-a = PLYWOOD WITH ICE 4 WEATHER SHEILD @ PERIMETERS *VALIJ Y5 x — N 5 �— @ \0 O.C. G 51MP50N H7 �,fZ• CONNECTOR 2 X a R-30 INSULATION 2"X 10" C.J. @ I G"O.C. ( FASCIA W/VENTED SOFFIT; \ MATCH HEIGHT t 51ZE OF EXISTING HOUSE 2"X 10" ACQ LEDGER BOLTED TO HOUSE FRAME WITH 5" BEDROOM 2- I 2" L X HEADER ABOVE SECTION 7-„ A "L EDGERLOK' SCREWS @ 1 G"O.C.; 2' GYPSUM BOARD a a HANG EXISTING RAFTERS FROM LEDGER TYPICAL ALL AREAS 0 ALL SECOND FL. WINDOWS WITH 51MP50N LU28 CONNECTOR ro W/C520 STRAPPING �O \�P\N 2"X 4"STUD WALL @ �g 1 G" O.C. W/ R-15 IN5ULATION FI K5T FLOOK PLAN \g�\�G��(� 3-" PLYWOOD 5UBFLOOR R-19 INSULATION �4" CDX PLYWD. SHEATHING m W/ 'TYVEK' HOUSE WRAP; N SCALE: 4" I '-O" 2"X 8" F.J. @ I G"O.C. 51DING TO MATCH EXISTING = 3- 12"X 118' LVL W/ PROVIDE 51MP50N 2-8"STEEL FLITCH PLATES CS I G STRAPPING - OR- W 12 X 50 (FOR CLEAR5PAN) EXISTING EXISTING GARAGE -WALLS, IFOUNDATION, FOOTINGS t EXISTING 2"X 4" EXTERIOR SLAB TO REMAIN 32" DIAMETER STEEL WALL INSULATION TO REMAIN LALLY COLUMN BURIED IN 2'-0"X 2'-0"X 1'-0"POURED >�r CONCRETE FOOTING GYP.) � y �� _. ._ EXISTING 1:�10 F t: LINEXCAVATED `tea EXI5- &1; vAL SLA6tdN1 PAGE: En 4 of 6 BUILDING SECTION "All NEW CONSTRUCTION lLLLliLLLltj - uLLLLLLiju IIIII LI I I I I I -- Lu iuiiLit EdII LIJI II � I II II_ I II III_ II � IIILI Ili � lll �� Will MLiLLUU La illuLiltut 71 jLLLM-LL 11ILLULlitu LiLuuLLLI ffi�hm -LLLULL]i LLj-LLLLL L iLLLLJLJ LUILL 11 oml lirr TIF L=J-Luil iiLLLLflA II�I � I II � I it I I I II � L�J Sul II IIIII � I II�L _. ._ 11.'E IS UNLAWFUL PURSRETAUANT TORM TO WATER RUNOFF CHAPTER 236 FRONT ELEVATION COMPLY vvr;; - A1ITNOUT CERTIFICAT OF THE TOWN CODE. "_VV, r sit -` r= VN CODES OF OCCUPANCY SCALE: � = I —O As R e� ' -. . A � °._ & To�� .� OU` ;,,' CONDITIONS OF CERTIFICATION.OF —• SOUTHOLD TOWN ZSA NAILING & CONNECTIONS SOUTHQLD TOWN PLANNING BOARD �NDERWRItERS CERTIFICATE REQUIRED. SOUThIOLD TOWN TRUSTEES REQUIRED SOUTHOLD BUILDING DEPARTMENT CRITERIA r� �� N.Y.S.DEC �,: ����,��r`I..� ��4� ���T�D I OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 3 10 BUILDING CODE N.Y.S. �,I � /�� ALL CCNS.�,`;Y ; USE DWELLING UNIT-SECTION 3 10 - 3 10.2 UATC' L,��' F'.P.#,'�_ MEEK-THE - i`�i4�SyILL REQU;'�r... FcE: dU.�� Pam. v CODES f'c'11'11z OF T 2 HEIGHT TOTAL 23'-3" +/- -�� `V Y® � HE FIRE AREA(sf) 415 SQ. FT. PLUMBER CERTIFICATION NOTIFY BUILDII.I;: :; ;:;,RTMt PdT AT OF „STATE. 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION ON LEAD CONTENT BEFORE 7�C t cl2 8 P,",l I 1 ,`,M FOR TIDE 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN - 1995 HIGH WIND EDITION WFCM CERTIFICATE OF OCCUPANCY FOLLOW;NG II dSf'f�TI": Ivs: 5 FRAMING ELEMENTS SEE FLOOR 1. FOUNDATION - 3n'VO REQUIRED PLANS AND SECTIONS SOLDER USED IN WATER FOR POURED CONCRETE `�•.Q�_" ='=.��, �.•�� G DESIGN LOAD CALCULATIONS 5EE PAGE 5 �C NF 7 WINDOW AND DOOR SCHEDULE PAGE 3 SUPPLY SYSTEM CANNOT L. ROUGH - FRAMING & PLUMBING 8 LOAD PATH REFER TO BUILDING SECTIONS EXCEED 2110 OF 1% LEAD. 3. INSULATION 4. FINAL - CONSTRUCTION MUST 9 NAILING SCHEDULE SEE PG 5 U� BE COMPLETE FOR C.O. r— isle 10 EGRESS SEE DOOR WINDOW SCHEDULE ALL CONSTRUCTION SHALL MEET THE .� I I PLUMBING RISER DIAGRAM PAGE 3 � ���1� REQUIREMENTS OF THE CODES QI=NEW ,__ l'�A PAGE: 12 FIRE PROTECTION SEE FLOOR PLANS AND SECTIONS {���,+ >-� '�� YORK STATE. NOT RESPONSIBLE F t^ �' ` `�' `;ij'+ 13 TRUSS DESIGN DRAWINGS N/A f OR �� DESIGN OR CON `• •;�.r 3. lD STRUCTION ERRORS.14 ENERGY CALCULATIONS ATTACHED PLL 1 / i4 f V���Cam.?y J/f• I Of V LLILLD Ll LL idl Li NEW CONSTRUCTION EiL I it it UJ BIGHT SIDE ELEVATION SCALE: 4" = I '—O" Z O t= U Z tY LiULLUL - T) z O w iLiLh LiL H H LLILLULLIL WFL11H EIL IMIL LLU BACK ELEVATION SCALE: '" = I '—O" 'y ,,:= a tia;t PAGE: a 2 of G SECTION NEW CONSTRUCTION A WALL LEGEND: EXISTING WALL 70 REMAIN 22�-a� — � EXISTING WALL TO WI I CL05E IN EXISTING I r"I BE REMOVED WINDOW OPENINGS TW21 041 O TW210410 W2 NEW CONSTRUCTION 2 I'-4" *EXTERIOR WALL- TIl STUB DECK TW21036 l 1 8 0 0 8 a o 2"X 4"W/ K-1 5 IN5LUATION * SURROUND i 3 W2 W/ I LAYER ' PLYWOOD BATH - EXTENDED SHEATHING * I LAYER2" GYPSUM BOARD ON INTERIOR CUSTOM FRAMELESS I TILE FLOOR ON MUD O O ( *INTERIOR WALL- GLA55 SHOWER DOOR N I OVER 5UBFLOOR WALK-IN — �p 2"X 4" W/ I LAYER L" GYPSUM ENCLOSURE i CLOSET MASTER BEDROOM x — I BOARD ON EACH SIDE; USE 36"KNEE 415 5Q. FT, N MOISTURE RESISTANT BOARD IN TILE WALL5 4 FLOOR VINYL PAN = WALL W/CAP O EXISTING BEDROOM BATHROOM AREA*USE OF SHOWER z RELOCATED TO 8'-0"CEILING S/D O w O 9%LIGHT WONDEKBOARD ON ALL AREAS CDN 24 8 2468 NEW AREA 5.1%VENT TO RECIEVE TILE z z .Q I I 2"X 12" RIDGE HEADER NOTES: 2668 2 i I I PROVIDE 2- 14"X 7 4" LVL HEADERS 5/D \,,, —OUTLINE ABOVE ALL WINDOWS * DOORS O OF EXISTING' I UNLESS OTHERWISE NOTED WALL TO BE REMOVEID *ALL WINDOW HEADERHEIGHT5 °2 �? TO MATCH D(15TING 2 O EXI5T. DCISTING CLOSETS I ROOF NOTES: HALL TO REMAIN N • ROOF SHINGLES (TO MATCH C LOSET EXISTING) W/ 1 5# FELT OVER,2" CDX PLYWOOD WITH ICE *WEATHER 5HEILD @ PERIMETERS *VALLEYS • PROVIDE CRICKET AT ROOF INTERSECTIONS A5 NEEDED EXISTING LIVI SPACE i A31 A31 A31 TO REMAIN I EXISTING CHIM NEY 2"X 10" A CQ LEDGER BOLTED TO BE REMOVED TO HOUSE FRAME WITH 5" "LEDGERLOK" SCREWS @ 16"O.C.; 0 Q HANG EXISTING RAFTERS FROM LEDGER 0 WITH 51MP50N W28 CONNECTOR z H N GARAGE BELOW 4"o ROOF VENT ROOF SECOND FLOOR PLAN o4 SCALE: 4" = I '-0" secTloN A ATTIC BAH - NEW 6ATH— EXI5TING 1 112 1 1/4 1 1/4 1 I/4 WINDOW SCHEDULE ° ° 3 w.�. SH WER T SECOND FLOOR 3 I 114 W1 .........._ - TW2I04I0 E ___ - ._..-•._ TILTWASH 5.8�1 Y10.45 20 �A. 4 a 24.7�' >.;,�a -2G.9 30 2 2 W2 TW2103G TILTWASH 4.04 7.231 10 4 1 25.9 -28.1 30 2 KITCHEN BA`PH EXISTING EXISTING W3 A31 AWNING 1 .40 4.30 10 4 25.9 -28.1 35 3 3" 4 F.A.I. ALL WINDOWS TO BE ANDER5EN 400 SERIES UNITS OR APPROVED EQUAL WINDOWS TO HAVE TRADITIONAL STYLE, STONE FINISH LOCKS t HARDWARE AND FULL EXTERIOR5CREEN5 PERMANENT EXTERIOR, PERMANENT INTERIOR WITH SPACER FOR FULL DIVIDED LIGHTS, COLONIAL STYLE A5 SHOWN ON ELEVATIONS FIRST FLOOR C.01 R RE B COUNTY 4 CALCULATIONS FO WINDOWS BASED UPON EXPOSU * MUST HAVE DP UPGRADE KIT. — TO TO SUFFFOLK LK SERVICES APPROVED COEFFICIENT 1 .0 WITH 110 mph BASIC WIND SPEED. A5 PER E MEETS NY STATE EGRESS REQUIREMENTS HOUSE 5EWER LINE. TRAP TABLE R.301 .2 (2) NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE. BASEMENT SLOPE" I/4" PER FOOT PITCH TO DRAIN CUSTOM GRILLES-SEE ELEVATION5 WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS �.�' elf a-tr'_ _, ..,a,•:� , WITH MAXIMUM OF 8'-0"5PAN. FASTENERS FOR SPANS UP TO 6'-O"SHALL BE 2 112 -#8 WOOD SCREWS AT 16"O/C, FASTENERS G,9 FOR SPANS UP TO 8'-0"SHALL BE 2 1/2"-#5 AT 1 2"O/C. TABLE 301 .2.1 .2 / PLUMBING RISER DIAL _ VI ` ` rr �" PAGE: ALL UNITS MUST MEET OR EXCEED THE MINIMUM DE51GN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED NOT TO SCALE 1 .5 TIMES THE DE51GN PRESSURE REQUIRED AND MUST TRANSFER LOAD5 TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR GLAZING MUST MEET A5TM E 109G TE5T REQUIREMENTS A5 PER NEW YORK STATE RESIDENTIAL CON5TKUCTION CODE. 3 of 6 REFER TO 5ECTION R 1609.I .4 FOR ALTERNATIVE OPENING PROTECTION. „ ,q ,._.,. „ .;✓;,,o- SECTION A 2 2'-0" —i U v O � � r X — N EXISTING LIVING SPACE V TO REMAIN 1 �qVl 1 n' o X — a N � EXISTING GARAGE 3- 1 4"X 1 1 8" LVL W/ 2- STEEL FLITCH PLATES 7 - OR- W 12 X 50 (FOR Cl FAR POST, TYPICAL BOTH ENDS ' DIAMETER STEEL 32 T2" 12" RIDGE W/ LALLY COLUMN BURIED IN P50N C520 CONNECTOR 2'-0"X 2'-0"X I'-0" POURED S P. ALL RAFTERS) v O CONCRETE FOOTING(TYP.) ROOF SHINGLES (TO MATCH cp EXISTING) W/ 1 5# FELT OVER 4" CDX b PLYWOOD WITH ICE t WEATHER N aU 5HEILD @ PERJMETER5 *VALLEY5 12 pOG. 5 (— \6 51MP50N H7 ' e�K• @ CONNECTOR ZaX� R-301NSULATI N 2"X 10" C.J. @ G"O.C. aw FASCIA W/VENTED SOFFIT; MATCH HEIGHT t 51ZE OF EXISTING HOUSE 2"X 10" ACQ LEDGER BOLTED secrloN TO HOU5E FRAME WITH 5" BEDR A LEDGERLOK SCREWS @ I G O.C.; I" YP5UM BOARD 2- 1 a X 7-L HEADER ABOVE HANG EXISTING RAFTERS FROM LEDGER 2 ICAL ALL AREA5 ALL SECOND FL. WINDOWS WITH 51MP50N W28 CONNECTOR W/ C520 STRAPPING 2"X 4" 5TU D WALL @ 15�O FI SST FLOOR PLAN ���� R-19 INSULATION 14 O.C. PL WD. INSULATION + \��\NG Z" PLYWOOD SUBFLOOR a CDX PLYWD. SHEATHING m 4 W/ 'TYVEK' HOUSE WRAP; N SCALE. 4" = I '-O" 2"X 8" F.J. @ I G"O.C. SIDING TO MATCH EXISTING —' PROVIDE 51MP50N 3- 11 4"X 118' LVL W/ CS 1 G STRAPPING 2-8' STEEL FLITCH PLATES - OR- W 12 X 50 (FOR CLEAR SPAN) EXI5T EX15TING GARAGE-WALLS, FOUNDATION, FOOTINGS EXISTING 2"X 4" EXTERIOR SLAB TO REMAIN 32' DIAMETER STEEL WALL INSULATION TO REMAIN LALLY COLUMN BURIED IN 2'-0"X 2'-0"X 1'-0" POURED CONCRETE FOOTING(TYP.) UNEXCAVATED a 1" BUILDING SECTION "A" ;.e PAGE: SCALE: i = I '-o" 4 of 6 NAILING SCHEDULE GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard for Hurricane Resistant Residential Construction; 55TD TABLE 3.1,INCLUDING 3.3 AND 3.9 1 0-99 and 1995 513C High Wind Edition Wood Frame Construction 1995 513C HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL Fasteners and Connectors for Wood Frame:Construction JOINT DESCRIPTION NAIL QUALITY NAIL SPACING I . A continuous load path between footings, foundations walls, floors, studs and ROOF FRAMING roof framing shall be provided. RAFTER TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER RAFTER 2. Approved connectors, anchors and other fastening devices not included in 1 O'-0"WALL:4-8d PER RAFTER the Standard Building Code, Table 230G. II shall be installed in accordance with CEILING JOIST TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER JOIST manufacturer's recommendations. 1 O'-0"WALL:4-8d PER JOIST CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE weather or subject to salt corrosion in costal areas, shall be stainless steel or BLOCKING TO RAFTER TOE NAILED 2-8d EACH END hot dipped galvanized. WIND RESISTANT CONSTRUCTION CONNECTORS RIM BOARD TO RAFTER END NAILED 2-1 Gd EACH END 4. Where windows and doors interrupt wood structural panel sheathing and CONNECTION LOCATION: PART NUMBER: NOTES: WALL FRAMING siding, framing anchors or connectors shall be provided at the top and bottom RIDGE-TO-KAFTER5 C520 @ 21" APPLY TO EACH PAIR OF RAFTERS TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd PER FOOT of cripple studs, header studs, and at leant one stud at each side of opening. RAFTER-To-WALL H7 APPLY TO EACH RAFTER TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS-EACH SIDE APPLY TO EACH RAFTER STUD TO STUD FACE NAILED 2-1 Gd 24"O/C 5. Ridge straps shall be attached to each pair of opposing rafters except where RAFTER-TO-PLATE H8 or H2.5 HEADER TO HEADER FACE NAILED I Gd I G"O/C ALONG EDGES collar ties of I xG or 2x4 lumber Is locatedl in upper third of attic space and PLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD attach to each pair of rafters. 2ND. FLOOR WALL-TO-I ST.FLOOR WALL LFTA or C520 @ 3G" APPLY TO EACH WALL STUD 3-1 Gd PER 2XG STUD G. Uplift connectors shall be provided at each rafter bearing. HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD 4-1 Gd PER 2X8 STUD BOTTOM PLATE TO FLOOR JOIST, 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD BANDJOI5T,END JOIST,OR BLOCKING FACE NAILED 2-1 Gd '— PER FOOT of exterior corners. SHEAR WALL HOLDDOWN ANCHOR -95TB 1 G APPLY TO EACH SIDEWALL END I ST. FLOOR-UNDER-SILL PLATE LPT4 WRAP UNDER DOUBLE SILL PLATE FLOOR FRAMING 8. 5ill Plate to Foundation Anchorage: 51111 plate shall be anchored to the (USE WITH 3"SQUARE WASHERS) JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-86 PER JOIST foundation with anchor bolts having a min. bolt diameter of 5/8' 1 and 3 II X 3 X USE THE FOLLOWING OR APPROVED WI SIMPSON METAL CONNECTORS FOR PROPER ND RESISTANT CONSTRUCTION. BRIDGING TO JOIST TOE NAILED 2-86 EACH END I/8" washers. A minimum of one anchor bolt shall be provided within 6 to 12 FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. BLOCKING TO JOIST TOE NAILED 2-8d EACH END inches of each end of each plate. Anchor (bolts shall have a minimum embedment BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH JOIST within 12 inches of corners and at spacing) not exceeding 4 feet on center. JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST BAND JOIST TO JOIST END NAILED 3-1 Gd PER JOIST BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT ROOF SHEATHING STRUCTURAL PANELS 4'PFRIMFTFR EDGE ZONE- I G"O/C-G"AT PANEL EDGES RAFTER 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD NOTCHED RAFTER INTERIOR 7QNF- I G"O/C-G"AT PANEL EDGES AND 12"AT RAFTER RIDGE * RAFTER 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD RIDGE FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-O"ON EACH-91DE OF THE ROOF PEAK,THE 4'-0"PERIMETER TOP PLATE EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. TOP PLATE —O WALL STUD CEILING SHEATHING WALL STUD GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 1 O"FIELD f TYPICAL RIDGE TO RAFTER STRAPPIN(G TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION WALL SHEATHING STRUCTURAL PANELS 8d 4'EDGE 7nNF- I G"O/C-G"AT PANEL EDGES AND 12"AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 8d INTERIOR ZQNF- I G"O/C-G"AT PANEL EDGES AND 12"AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD FIBERBOARD PANELS 7/1 G" Gd 3"EDGE/G"FIELD 25/32" 8d 3"EDGE/G"FIELD 2ND. FLOOR WALL STUD KING STUDS GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 1 O"FIELD 8d 4'EDGE 7QNF- I G"O/C-G"AT PANEL EDGES AND 1211 AT HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD WOOD JOIST WOOD JOIST 2ND. FLOOR PLATE CRIPPLE STUD SUBFLOOR 8d INTFRIDE 7ONF- I G"O/C-G"AT PANEL EDGES AND 12"AT BLOCKING RIM BOARD HEADER INTERMEDIATE SUPPORTS IN THE PANEL FIELD JOIST HANGER GIRDERMEADER I ST, FLOOR TOP PLATES JACK STUDS FLOOR SHEATHING WOOD GIRDER STRUCTURAL PANELS- I"OR LESS 8d G"EDGE/ 12"FIELD WOOD J015T I ST FLOOR WALL STUD NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED G"O/C AT THE PANEL EDGE. IF WALL SHEATHING 15 NAILED 3"O/C AT THE PANEL EDGE JOIST FRAMING OVER WO1OD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNE --- WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 10 16d NAIL PER FOOT. TYPICAL MULTI-STORY CONNECTIONS METAL LD- DESIGN LOAD CALCULATIONS ` � BOTTOMP�� O DOWNS RAP DOWN STRAP SUB FLOOR 38-1 Gd SINKER WALL STUD DOUBLE JOIST NAILS AS PER ��3- 2"X4"WD STUD MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) MANUFACTURER @ CORNER TYP. BOTTOM PLATE IST. FLOOR WALL STUD EXTERIOR BALCONIES GO BATHTUB DOUBLE JOIST .'PorrnoN 2"X4"SILL I ST. FLOOR PLATE PLATE DECKS 40 SUBFLOOK ATTICS WITHOUT STORAGE 30 RIM BOARD RIM JOIST TYP. ATTICS WITH STORAGE 40 DOUBLE JOIST FOR NON-BEARING WALLS ;" DBL.SILL PLATE DOUBLE SILL PLATE ROOMS(OTH ER THAN SLEEPING ROOMS) 40 DOUBLE JOIST FOR UNDER A BATHTUB ANCHOR BOLT (1)#4 REBAR IN FOUNDATION WALL SHEAR CONE-MIN. SLEEPING ROOMS 30 /Y 12"LENGTH PROVIDE I/END STUD 30"MIN. FOUNDATION BETWEEN THE END STUD REBAR LENGTH WALL TYP. CRITERIA FOR CALCULATION OF DEAD LOAD AND THE 2 OTHER STUDS I/2"MIN. ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. FOR ALLOW NG CONNECT CORNER STUD FROM CORNER ARCHITECTURAL GRAPHIC STANDARDS SILL GASKET HOLDDOWN INSTALLATION TO 7RAN5FEK SHEAR I ST, FLOOR TO FOUNDATION CONNECTIONS ® FASTEN WITH (2) 1 Gd TERMITE SHIELD ' COMMON NAILS @ G"O.C. METAL HOLD-DOWN/UPLIFT ANCHOR SNOW DDL SILL PLATES (O OVERLAPJOINTS) SIDEWALL ENDWALL .--; N L F GROUND SNOW LOAD 45 lbs. Y FOUNDATION WALL ' C) 'v SEISM IC r1T e ti`° ,-.,,•.r. O.,� 4 SHEAR WALL CORNER CONNECTION � t3:.;t' •'"" f�,'�..": DESIGN CATEGORY 113 � ,';� SILL PLATES TO FOUNDATION ANCHORING _ r. r WIND ._ �J WIND SPEED 120 mph ��. _�,,�• .��� �:,F � PAGE: EXPOSURE CATEGORY B CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION DETAILS �,"}cap of 6 NOT TO SCALE ` GENERAL NOTES: ALTERNATIVE FOR OPENING PROTECTION • The information on this set of construction documents is to relate basic design ELECTRICAL NOTES: intent and framing details. They are intended as a construction aid, not a5 a WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL SPAN OF 8'-0" substitute for generally accepted good building practice and are in compliance with SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS current New York State building codes. The general contractor is responsible for • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include providing standard construction details and procedures to ensure a professionally installation of fixtures t- specifications as indicated on plans. Light fixtures to be supplied by SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. finished, structurally sound and weatherproof completed product. owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install (REFER TO SECTION 1609.1.4 AND 1609.6.5 AND TABLE 1609.1.4) all outlets as per code. All work 15 to be done in strict accordance with the New York State Code • General contractor to coordinate all subcontractors, scheduling of work and by a licensed electrician. All new switches * outlets to be Levition, standard, supplied * installed TABLE 1609.1.4 interaction between trades. by contractor. Contractor to do all hook-ups as required for equipment as per manufacturer specs. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS • The contractor is responsible for ensuring that all work and construction meets FRAMING NOTES: or exceeds current federal, state and local codes, ordinances and regulations, etc. FASTENER SPACING (INCHES) These codes are to be considered as part of the specifications for this building plan. PANEL SPAN < 2'-0" < PANEL 4'-0" < PANEL 6-0" < PANEL • All lumber 15 to be Douglas Fir #2 or better at I G" on center FASTENER TYPE 2'-0" SPAN< 4'-0" SPAN< 6-0" SPAN< 8'-0" • If in the course of construction, a condition exists which disagrees with that as indicated on these drawings, the contractor shall stop work and notify the designer . All wood framing in contact with concrete or masonry its to be pressure treated. 'ACQ' designation t- the engineer immediately. Should he fail to follow this procedure and continue work, refers to current arsenic-free treated wood standards and shall take the place of 'CCA' 2 1/2" #6 WOOD SCREWS 16 16 12 9 he shall assume all responsibility and liability arising therefrom. • All TJI's are to be installed in accordance with the manuufacturer's specifications and shall include �211/2" #8 WOOD SCREWS 16 16 16 12 • Dimensions take precedent over scale - DO NOT SCALE DRAWINGS. squash blocking web stiffeners at bearing points on girders and other load bearing areas A. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST) OF 130 MPH AND MEAN ROOF • The designer has not been engaged for construction supervision and assumes no HEIGHT OF 33-0" OR LESS responsibility for construction coordinating with these plans, nor responsibility for • Structural Steel ASTM A3G - FY = 3G K51 B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. construction means, methods, techniques, sequences or proceedure5 or for 5aftey C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE precautions and programs in connection with the work indicated. There are no • All straps, connectors, plates, bolts, nails, etc. are to, be galvanized. Designated connectors, straps, ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL warranties for a specific use expressed or implied in the use of these plans. etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be CAPACITY OF 490 LBS. • Contractor to provide hardwired smoke detectors, with battery back up, and with nailed/bolted in accordance with the manufacturer's 5peaficatioin5. no intervening switches, on all floors. Verify with local code requirements as per Section R3 17 New York State Residential Con5truciton Code. • All floor sheathing is to be 4" AC type plywood, tongue t groove and shall be glued and screwed to Install carbon monoxide detectors as per code. the floor Joists (G" O.C. edges * 12" o.c. field) or as noted on floor plans * sections. FOUNDATION NOTES: 0Solid blocking 15 to be installed every 8'-0" max. or mid span of all floor Joists with spans exceeding 8'-0". Blocking 15 to be installed at all point load bearing points. • General contractor to review plans, elevations and details to determine TABLE 3.4 • Install double oasts under all partitions runnin parallel 1995 55C HIGH WIND EDITION W.F.C.M. intended heights of finished floor above typical grade. J P g RAFTER SPACING 1 C"O.C. • Footing5 shall bear on undisturbed soil within bearing capacity of 1 .5 ton5/51.ft. • All exterior wall headers to be 2- LVL's as indicated on floor plans t sections and all interior 120 mph FASTEST WINDSPEED headers are to be 2- 2" x 8" unless otherwise noted. All headers exceeding 5-0" shall have a double ROOF ROOF NUMBER OF • Concrete shall be FC = 3,500 P51 @ 28 days Jack stud with a single king stud * on exterior walls provide dcauble 5111 plate (typical). PITCH SPAN (ft) NAILS 4:12 12 3 • Concrete on 4" sand or gravel fill minimum, with GxG - I O/10 welded wire mesh • Provide insulation baffles at cave vents between rafters and soffit vents as indicated I G 4 - reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor on plans 20 5 barrier. Welded wire mesh 15 to be placed in the top third of the slab and 15 to be 24 G adequately supported by precast concrete bar supports to assure that the reinforcement • Exterior flashing is to be adequately installed at all connections between roofs, walls, 28 7 15 held in position during concrete placement and firn5hing. chimneys, projections and penetrations as required by approved constrction practices. 32 8 5:12 12 3 • Isolation joints are to be installed between the slab and the walls. Use preformed FLOOR PLAN NOTES: I C 4 joint filler that is to be out 112" below the 51ab surface and the resulting joint 15 to be filled 20 4 with an elastomeric joint sealant. • Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS 24 5 28 C r-tex or copper) sheet metal termite sheilds i„ 32 7 • General contractor to install co p- ( pp • All interior walls to be covered with 2 gyspusm board with metal corner reinforcing. All 3G 7 between all wood surfaces that are exposed to concrete or masonry Surfaces. drywall products, including gypsum board, screw,joint compound, tapes * trim shall be U.S. G:1 2 12 3 Gypsum Co. or approved equal. All joints shall recieve 3 coat5 of joint treatment. Sand final I G 3 • Dampproof exterior of foundation wall with a bituminous coating; Foundation coat to a uniform smooth surface. All walls and ceilings to be taped and spackled, 3 coats, 20 4 excavation i5 not to be backfilled prior to the installation of the floor framing. ready for paint. 24 5 28 5 PLUMBING t- HVAC NOTES: • Insulation ratings and installation locations as indicated' on floor plans * sections 32 G 3G 7 • All lumbin work shall be done a (duly licensed lumber and must conform and adhere • Provide 2 la er5 of 5i fire rated Sum board on all on sneered lumber as required 7:1 2-1 2:1 2 12 2 p 9 by Y p Y e qYp g q 1 G 3 to all New York State building codes * 5aftey requirements. by manufacturer specifications 20 4 • If wall plates or joists are cut during the installation of plumbing fixtures or equipment • All bath t kitchen area walls and ceilings adjacent to wet areas to have water resistant 24 4 contractor must provide appropriate bracing to tie framing back together, drywall, and provide wonderboard for all areas set to recieve 5eve tile. 32 G C • Baseboard heating 15 to be hot water and zoned. Plumbing contractor 15 to TABLE R30 1 .G 3C adequately size the system and place the baseboards in an unob5tructive location in each room required to recieve heat. Minimum of one thermostat for each zone will be required. ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBER5 STRUCTURAL MEMBER ALLOWABLE DEFLECTION • Mechanical subcontractor 15 responsible for adhering to all applicable codes and Rafters havincj 51cre5 greater U 180 TABLE 3.7 5aftely requirements. than 3/1 2 with no finished cedincj 1995 5BC HIGH WIND EDITION WOOD FRAME attached to rafters CONSTRUCT N MANUAL • HVAC Subcontractor to fully coordinate system data � requirements with the CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Interior walls � artitions H/1 80 RAFTER SPA IN I G" equipment supplier and to provide final system layout drawing and submit it to general contractor, Floors� la5tered ceilrn s U3G0 ROOF PIT IMF SpA I owner and equipment supplier for final review t approval. WEATHERING SEVERE - FROST LINE DEPTH 3'-0" All other structural memebers U240 /:i.,'`r.,2 20 281 3G TERMITE MODERATE TO HEAVY Exterior walls with pla5ter or H/3G0 311 2 'r c ^• 5 i 8, \'.I 1 14 DECAY SLIGHT TO MODERATE stucco finish 4:ri 2 ) ;, ;,JG :` 8 1 1 WINTER DE51GN TEMP. I I Exterior walls- wind loads with U240 5h 3 5 s7t;f 7 9 ICE SHIELD UNDER- A5 PER VANUFACTURER'5 brittle finishes 7:12 , `,3 -=u 4. 5 G PAGE: LAYMENT REQUIRED SPECIFICATIONS/STATE CODE Exterior walls- wind loads with L/I 20 9:1'2 � r 3 ,�q �.;r3 r'' 4 5 FLOOD HAZARDS flexible finishes 1 2:1 2 ,,0,. :✓,k,:Y3 31 4 6 of 6