Loading...
HomeMy WebLinkAbout36842-Z TOWN OF SOUTHOLD o�gUFFO(,�c� �a BUILDING DEPARTMENT TOWN CLERK'S OFFICE a • S+ SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36842 Date: 11/29/2011 Permission is hereby granted to: Karsten, Russell & Karsten, Julianne 57908 Route 25 Southold, NY 11971 To: construct a new, covered porch, deck and hot tub with Trustees approval as applied for 'At premises located at: 57908 Route 25, Southold SCTM # 473889 Sec/Block/Lot# 66.-2-2.2 Pursuant to application dated 11/18/2011 and approved by the Building Inspector. To expire on 5/30/2013. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $541.20 SWIMMING POOLS -ABOVE-GROUND WITH REQUIRED FENCING $250.00 CO -ADDITION TO DWELLING $50.00 Total: $841.20 Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL. 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new-use: 1. Final survey of property with aecurate-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. -SW.0M statement from plumber certifying that the solder used-in system contains less than?110 of I% lead. 5- Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliatice'from architect or engineer responsible for the building, .6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(priar to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land u_ses: 1. Accurate survey_of property showing all property lines,streets,building and.unusual.natural or topographic features. 2. A properly completed application and consent to inspect signed-by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. .C. Fees 1. Certificate of Occupancy- New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00; Swimming pool $50.00,Accessory building$50.00,Additions to accessory.building$50.00,Businesses$50.00= 2. Certificate of Occupancy on Pre-existing building- $100.00 3. Copy of Certificate of:Occupahcy-$_25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $1.5.00y Commercial$15.00 Date. New Construction: Old or Pre-existing Building:' (check one) Location of Property: ' J 79Op 11741 House No- Street J Hamlet Owner or Owners of Property: /W.Tf,�Ld- Jug..'/ Suffolk County Tax Map No'1000,Section Block D Z Lot 'Subdivision Filed Map. Lot: Permit No. S6`o Date of Permit. Applicant: Health Dept.Approval: Underwriter's Approval: Planning Board Approval: Request for: Temporary Certificate Final-Certificate: (check one). Fee-Submitted: $ V Ii. pol. KR W Applicant S4 atu pF SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 N ao Southold,NY 11971-0959 ic` roger.richert(vD-town.southold.ny.us oly�OU�,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Karstan Address: 57908 Main Rd City: Southold St: NY Zip: 11971 Building Permit#: 36842 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RJ CoraZZini Electric License No: 33419-me SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub X Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 1-paddle fan, supply GFCI protected electric power to a self contained HOT TUB Notes: Inspector Signature: Date: July 20 2012 81-Cert Electrical Compliance Form.xls OF SO(/TyO� AbE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING STRAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �2 D� L/ 00 sul 141 LL DATE INSPECTOR 6,7 OE SOplyo`o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUG PL13G. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: v DATE �Y i'Y INSPECTOR OF S0Uly0 cOUHI`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: G d� DATE y b`� INSPECTOR 3(o courm,��'' TOWN OF SOUTHOLD BUILDING DEPT.. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ce-- S 17 G l - . DATE INSPECTOR Z4A, OF SOUly�lo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION '. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A.CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION 6] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) /] "CTRICAL (FINAL) REMARKS: DATE � INSPECTO `� IN- FARM M VUFAMRA"W&All "WAS" KI W-A f~- jlAlWPM IFff"MYRI&M WAT YI .VVAVAFMW L- FffA A M I MON I Ow, 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. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved u� ,20 Mail to:/444k Disapproved a/c Phone: / J Expir2tinn C ® Building Inspector NOV 1 8 2011 PPLICATION FOR BUILDING PERMIT BLDG. DEPT. Date I( , 20 TOWN OF SOUTHOLD 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 notcommenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no'zo'ning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writIing, 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. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, (gefint,:ar:clhit , engineer, general contractor, electrician, plumber or builder Name of owner of premises J0 C Az4il—11r__ -I,-- ev x re t,,— K'4z S (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. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 57 70 8 I.0,4'e., T c� House Number Street / // Hamlet County Tax Map No. 1000 .Section c0 (O Block 0 Z Lot 2 Z Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of roposed construction: a. Existing use and occupancy S Gt/ G E-- /--4- /-? b. Intended use and occupancy fA/l C- 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling 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. 4W f 7. Dimensions of'exisiing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories - 9. Size of lot: Front SE Rea Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated .9 4, o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO /< Will excess fill be removed from premises? YES NO 14. Names of Owner of premises 40.r Address Phone No. 7 Name of Architect Address Phone No �3 k-¢ Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V NO IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS,MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ,/ NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) ( being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Co orate Of icer, 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 before me this day of 20 Notary Public __ Signature oVApplicant �- �-^ ;-. •.•� .. �•�`vrJ' ,+i7 i•"s._ - +•ti•' 4 "' ,iv r•� +vv vv,�.. ' BOARD OFOUThIOLD TOWN 4TRUSTEES' S"OiJT�i�LD NEVI' it h l.al PERMIT N0,;76_78. DATE;;,OC 'QBER,19,2011 ••, ISSUED TO: :RUSSELL...&..JULIANNE:KARSTEN ,: .. 1•►1, PROPERTY ADDRESS:_57908 MAIN RD., SOUTHOLD •Iall 9&W664-2:2. ,,c•/ AVTH4? TiON ° Pursuant to the provisions of Chapter 275 of the Tows Code of the Town of Southold and,in accordant with the Resolution of the Board of Trustees adopted at the meeting held on October 19,2611 in consideration of '!e application fee in the sum of$500.00 paid by Russell.&Julianne Karsten and subject to the Tenns and Conditio ` as stated in the Resolution,the Southold Town Boh-rd of Trustees'authorizes and permits the following: \II+• � � 1°PIo1 r Wetland Permit to construct a partiaYly covered deck 66 the rear of the existing dwelling; hot tub; as-built.pool,pat-io and fengutg,with the.Condition a line of staked ha f bales and silt fencing is installed'landward of the buffer and maintained throughout ' sa construction and the existing buffer is maintained, and as depicted on the site plan pre aged b Mar.k Schwartz&;Associates dated September.l,2011:and stamped P y approved on October 19,2011. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate.Seal to be affixed, ..1�� and,these presentsao be sabscnbed,by a ma�Qty Ql the said .thCA �s date: 11;. H •• ,. A&��1 Dave Bergen — Absent Iljl�r Vt- ''I'/• y eel,:: I •1• :1M1,�,+.. `'••.�i• 1+ +` •�'••'•v+,•rt++••�` �S�I.x,M~ i 09/14/2012 09:31 . 7656641 BOARD OF TRUSTEES PAGE 01 James F.Fft President �Q�,� /�' T"n Hail Annex Bob Gbnio,Jr.,viwepregdent /44� �� 64375 Main Road Berpn F.O.Box 1179 Dave SoufthL Now York 11971-0959 John Breftneyer Michael J.Donbno T140plsone(681)76&4002 • Fax(831)766-6641 BOARD OF TOWN'TRUSTMS TOWN OF SOtJTHOLD. CERTTFTCATE OF COMPLIANCE #0798C Date;-SWWAbM 14 2012 THIS CERTMEES that the on a R@d—RULMV—Md dLCJ off NJAM dX HM-hot tub;as-built 1 patio and 4'hi wood picket; n—ckg 6ormath the 4' i wood is with the conditi staked hasilt is in&t_aI'IW WAWard of ft buffer and maintained donstrupim Md the =grog bu er is MWntWned At 57908 Main Road,south ew York Suffolk County Tax Map 0 6f_ • 2-2.2 Conforms to the Spplication for a Trustees Permit heretofore filed in this*free IDRtedgep ubff 2 201 I purauatt to which Trustees Wetland Permit#2V 8 Dated October 19 2Q 1 1 5 and Amended on Au L22,2o,1 and conforms to all of the requirements and condltfons of the applicable provisious of law. The project for which this c$rtiflicate is being rued is for the c;ongMeft a 1 rov st' dwell ' h t tub,• bui 2n_g ; . k off , e roar of the do And 4 exi h 41 h' icket a conditi'n staked Zia to and salt allod landward„9 buffer and main throw ht�ut vonstruCt oa at►d the bu ism ed. The certMeste is issued to SLLL&JULEARS owwrs of the Aforesaid property, thou Signn I . :Never Bork;Sttite Department of Environmental Contervatiort vi'sfon ofEnvtrornmental Pexttttts, Reioc+ one 8uild:tng 4Q- UFtY,Sboryfocsk,he+iv Yoi"+t'717'�Q=2356 Er��+.abny Phone:{63,j)S 444-t1365..': A)C: (83 ):44 136ttO.MAii"oner. ' ;�Iabste:�vw.decstaEe.rty.us , L 4 i It;TI N: Tl _AL WEI DS ACC' June 15,2001 Mr,(Itgoes DeLuca i Souttio(d, NY 11.971 PD , i ( t_ Re: Deluca Property > i . i Wt 94 in Subdivision of Charles Deluca- 57908 Main Road } Soe.thhoid Town $outhold, NY 11971 g02�d of ?rustees �_ ;. ..OEC# 4-4738-02899/00001 G j Dear Mr. Deluca: I . Based on the .information you,have submitted, the New York State Department of Environmental ConseivatiQn has determined that: The portion of your.propertywhich is located landward of the topographic crest of a bluff in excess of ten feet in elevation,as shown on the survey prepared by John C. Ehlers last revised May 9, 2001, is beyond i the jurisdiction of Article.25(Tioai Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661)no 3 prriti is regtred urid+�i•the Tidal Wetlands Act. Please be advised; however,that no construction, sed mgptation, or disturbanoe of any.kind may'take place seaward of the tidal wetlands jurisdictional bgvn iry: as..indicated above, .without a permit. -itis your responsibility to ensure,that.ail necessary prOcau ons aye taken to.preyent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which.may result from your project. Such precautions may jhdpdde maintaining:adecjuate work area between the:tidat wetland jurisdictional Boundary and yaur project (i.e.a IT to 2q Wide•coihetruction area)or erecting•a.temporary fence,barrier, or hay.bale berm. Please be further advised that this, letter does not relieve you of the responsibility of obtaining any t necessary permits or approvals from other agencies. Very truly yours, '. l Rag Evans Pe Administrator cc: Permits &Drafting Unlimited 117' 7 l , J T0111/ I -�- , ° n of Southold ,Erosion, Sedimentation & Storm»Water Run- . lb . _ Run-off ASSESSMENT FORM PROPERTY LOCATION S.C.TAL# THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A i Z STORM-WATER,G ING,DRAINAGE ANB EROSION CONTROL PLAN rstnct ecbon— -8-R c!-•' - — CERTIFIED 13Y A DESIGN PROFESSI AL IN THE STATE OF NEW YORK SCOPE OF WORK - PROPOSED COMAUGMN ITEM# /WORKASSFSSMENT- Yes No a. V tlat Is the Total Area of the Projed Parcels? Will (Include Total A►ea of al!Parcels located tfUl�tillt Project Retain AN Sloan-Water Run-Off the Scope of Work for Proposed Construclion) �1 Gerimled by a Two(n bleb Rai W on Site? b. What is the Total Area of Land Cleating F.iFk. (Ihbhitem Ho'N include al a"ff created by Sh ✓D andlor Ground DiSWftnce for the g Wd br udion acdwilies.as we#as an �° � 000 f f Site improvements and the permanent creation of rbnsbticlfon activity'! 1 ►A�s) impervfoussurfe mj PROVIDE BR)EN PROJECT DFSCRIPITON eta Adaztreai Pasp asfVr¢ded) 2 Doese Site Plan and/or Survey Show AN Proposed ' Drainage Sbudttres Indicating Size 3 Location?This - Rem shall Include all Proposed Grade Changes and - — A/f-- GG v E 2,Eq l�OAO C!,/, Slopes Controlling Surface Water Flow. y),• Hv T .�� 3 Does the Site Plan and/or Survey describe the erosion and sediment control practices that will be used to control;;i'te erosion and storm water discharges. This item must be maintained throughout the Entire Construction Period. Q Will thig 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? $ Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? — —' S Is there a Natural Water Course Running through the Site? Is this Protect within the Trustees jurisdiction General DEC SWppp Requirements: or within One Hundred(1007 feet of a Weiland or 0. Submission of a SWPPP is required for allConstruction activities Involving SOB Beach? disturbances of one(1)or more acres;including disturbances of less than one ape that , G ti isngrade Slopes 7 Will there be Site preparation on Ex l are part of a larger common plan that will ultimately disturb one or more acres of land; 1 including ConshuctiOrl activin p es involving sot disturbances of less than one(1)acre where which Exceed Fifteen(15)feet of Vertical Rise to the DEC has determined that a SPDES permit is required for storm water discharges. One Hundred(100')of Horizontal Distance? D — (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will'Driveways,Parking Areas or other Impervious for Storm Water bischarges from Construction activity-Permit No.GP-040401.) Surfaces be Sloped to Direct Stomr Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the Not.The Not shall be submitted into and/or in the direction of a Town right-of-way? submitted to the Department to Ma commencememtor consWd lon activity. 2.The SWPPP shag describe the erosion and sediment control practices and where g Will this Project Require the Placement of Material. requi w ed,.post-construction storm water management pradkres that will be used and/or Removal of Vegetatlon and/or the Construction of arty conseted to reduce the pollutants in skx m way`discharges and to assure Item Within the Town Right-ofWay or Road Shoulder identity.potential sources of pollution compliance with the terms and Hof�smut In hddrlton,pre SWppp shall Area?Pb rmva Hor gxlud.ow Imlan2lim of !_ maY reasonably be expected tb affect the o+NewaY AprorW i of storm water disctiaNOTE. ItAny Answer to Questlops.Orio tirrougli'Nine is Answered with a Cheek Mark 3.An SWPPPs that require the post donsWction storm water management practice In a Box and the wrntruction site dishpbmcs is between 5,000•SF.d,1 Acre im area, component shag be prepared by a qualified Design Professional Licensed In New York a Stom►Waler,Grading,Drainage A'Erosion Control Plan Is Required by the Town of that CS knowledgeable in the princlples and practices Of Storm Water Management Southold and Must be Submitted for Review Prior to Issuance of Any Bugding Pent WOTE 11 Chedt Mack(v)andkr Ansvrer for each Question fa Requtn d for a Complete Appkation) STATE OF NEW YORK, COUNTY OF.ScIrMt-4�...........SS i 'boat I.. ......... ...':1 ..L� f f EL bean , ! r ' (Name of I;&M-i signing Document) » »••• S duly sworn,deposes and says that he/she is the applicant for Permit, , � IAnd that he/she is the ......................»....»........,1� C„ �. (ormer,Contraclo.AgeK coop'a otficer'.•efcj•••»•••..•..»»••.•.•.....••..••»••.»••.•.•»•••.«.•.••.». t Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have f performed the said work and to make and fle this application;that all statements contained in this application are true to the best of his knowledge and belief;and, E i that the workwill be performed in the manner set forth in the application filed herewith- Sworn to before Tnp this; i II day of -----,201 Notary Public: n .\'' (Sigma FORM - 06/10 t uco �p SO!/f�o Towa Hall Annex Telephone(631)765-1802 54375 Main Road. P.O..Box 1179 G, roger.richertt own s utlio9d.ny.us Southold,NY 11971-0959 ' Ulfw BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: `o Company Name: Name: License. No.: Address: off} kl- Phone No.: JOBSITE INFORMATION: (*Indicates. required information) *Name:. P.►�;�� s 1( *Address: ��-� ✓-��.�; �.,�e� `��,4�,—I�.a 4;i� X *Cross Street: *Phone No.: G� t2(e) ?'�! 1 Permit No.: -2S(o Q C4 Tax Map District: 1000 Section:_ "J 2(, . Block: _ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) /67— (Please Circle All:That Apply). *Is.job ready for inspection: YES / NO Rough In Final *Do you need'a Temp Certificate: YES / NO Temp"Information (If needed.} - *Service Size: 1 Phase. 3Phase 100 150 200 3001 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH-APPLICATION 82-Request for Inspection Form J � o Town Hall Annex J (: Telephone(631)765-1802 54375 Main Road ax P.O.Box 1179 CAQ. ro er.rlC erO 0 .0 Southold,NY 11971-0959 � Cau D JUL 1 2012 BUILDING DEFA,RTAUM TOWN OF SOUTHOLD BLDG.DEPT. APPLICATION FOR ELECTRICAL 1NSPECTI. TOWN of souTHOLD REQUESTED BY: lr(o�jrl� � " Date: Company Name: - Name: License No.: �- Address: DO //z,'cL�. S� Phone No.: 331 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No_: -1657- _.Zp Permit No.: Tax-Map District: 1 00 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YE NO Rough In final * Do you need a Temp Certificate: YES Temp Information (if needed) *Service Size: 1 Phase 313hase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82-Request for Inspection Form qD -111 hO��pF SO(/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • OQ Southold,NY 11971-0959. BUILDING DEPARTMENT TOWN OF SOUTHOLD July 20, 2012 Russell & Julianne Karsten 57908 Route 25 Southold, NY 11971 TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. / Plumbers Solder Certificate. (All permits involving plumbing after 411/84) y Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36842 — Porch, Deck and Hot Tub j REVISIONS: HIPPODROME C REEK _ o 9 3 5 'p t' XV 192-231 2')2"STAKES N 6TIN THE GROUND WIRE TIE AVERAGE HIGH WATER BALES BUTTED TIGHTLY TOGETHER WETLANDS LINE FLOOD ZONE AE i(EL. 8) FLOOD ZONE X `WETLANDS LINE ' EL. 10 _ O err a O STRAW BALE AND SILT FENCE USE iS ,.`4L;'A' i UL VVfTfiOvl' C ERTIl-ICTE O EXtniN a G FENCE p APPRO ED AS 0 O , 0 _ 1FLOOD ZONE AE (EL. 8) If '--� O r. � � _ N DATE�� B.P. FLOOD ZONE X -1LQp . NOTIFY BUILDING AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS' 2C` RQW FOUNDATION -TWO REQUIRED SILT STOP LA R POURED CONCRETE , aO `,, ROUGH FRAMING.PLUMBING, Pow �'i STRARQyNG. ELECTRICAL&CAULKING ` 3. ULP, ION \`\\ \\ \. \ i 4. AL-CONSTRUCTION & Ei ECTRICAL \ /� N / / :CKIILL T BE COI�1Pl.ETE FO?C 0 0 'C?RUCTION SHALL 11FFT THE \\ \\ \ PROPOSED ` l.)E 0 C \r1G\ \ \ HOT TUB (.// I Et NTS QF THE Co �S OF NEW \ \ \\ �� \ \� � �. ' NICKLES Alt NOT RESPONSi5LE FAR G ORt*c CONSTRUCTION ERRORS NATIVE \ Q ,' •�C' „"T `- \\ ` SOIL \ . _ I \�\`• \ \`'p ,\, \ \ - RECOMMENDED \\,;\\\\\G Q p,'C� \\�; --�.....--` p .\;\ Q p.'c\, .\,. \\\\� \\ \\ TOE00 -IN \S RP •\ \ ,- O \\�X G OQ p \ \\\\ �,.� \ \, , , , } QR \�\�\\\\`\ PRE-ASSEMBLED SILT FENCE o o LOT 4 \ °pgcN \ ELECTRICAL 0 \\\. \\\ \ \ \.\\ \ \� \� \ \, INSPECTION REQUIRED x CQNGADITA,S OD.W. �+., \ \�X\5� \• 0 H S'dia.,4'deep - `�,� \\\\` `\\\\\\\ \\ `;\�\\\,`\\\\\\\`\\\\ ; Q DRYWELL \ \ \\ \ \ \ \ �J d r V] ©_ \ \S�\�G �, \ • \\\`. \\\� `\ \\\ \�\\�\\\\` "'IMMEDIATELY" ENCLOSE POOL TO CODE ,� \ UPON COMPLETION \- ` \.\ \`\\\ \ \\ i p,SQ P v\puSl \ \\ \.;,, . 'BEFORE-"WATER" ^` LOCATION: AREA: LOT COVERAGE: EXCVATION: FILL: 1 GROSS PROPERTY: 81,881 SQ. FT. 1.88 ac. - - G WETLANDS: -9,280 SQ. FT. V � BUILDABLE PROPERTY: 72,601 SQ. FT. 1.67 ac. - � o LOT 3 ` IS al 7 EXISTING HOUSE 3,529.3 SQ. FT. 4.9 % - - 1 M 0 EXISTING FRONT PORCH: 69.4 SQ. FT. 0.1% 4 EXISTING REAL PATIO: 478.1 SQ. FT. 0.7% - - 0 00 EXISTING POOL: 800.0 SQ. FT. 1.1% - - E � 4 Imy EXISTING POOL PATIO: 1,292.0 SQ. FT. - - - ^4 .� EXISTING DRIVEWAY: 3,900 SQ. FT. v TOTAL: 9,808.8 SQ. FT. 6.8% - - N °' I~ 00 O owl + o 9 PROPOSED DECK: 487.8 SQ, FT. 0.7% 5 CU. YD. 5 CU. YD. PROPOSED COVERED PORCH: 365.9 SQ. FT. 0.5% 4 CU. YD. 4 CU. YD. O�/ PROPOSED HOT TUB: 81.0 SQ. FT.� 0.1% 1 CU. YD. 1 CU. YD. w TOTAL: 934.7SQ. FT. L3% 1L1 u V TOTAL: 6,843.5 SQ. FT. 8.1% 10 CU. YD. 10 CU. YD. O J � � f S 72049"50" E 255 .21 ' DIRT ROAD O RIGHT OF WAY)) SCM # 1000-66-2 -2 .2 333 +/- TO MAIN ROAD : c MEETS AND BOUNDS aA� !� S R #2 DRAWN: MH/MS SITE PLAN LOT 2 0 JOHN C., EHLERS, LAND S . �j• SCALE: 1/4"=T-9' I� JOB#: No i _ Q vember 16,2011 SCALE. 1 — 20 -0 VACANT O L1C. No. 50202 Ph. 36J ,;_, SHEET NUMBER: SURVEYED: 08-23.. W S� l AMENDED: 11 -25-03 ' � 1 II REVISIONS: lva� ITT444- doo 0-4 L " -- - -- - 4 1 I - - I- - z 4. 0 r C) — Hw I I I I 4 I 4! - A, X - REAR ELEVATION., SCALE: 1/4" = 1' O C) i 33 -2 � a 21'-101/z" 4'-3" 7'-01/2" � x j � o0 CD 5'-8" 6'-91/2" 3'-0" 1'-3>, 111 z" 4'-8" '-5 C) rA _ cd - (21 2X10 ACQ GIRDER " 1 (2)2X10 ACQ GIRDER -1 (2)2X10 ACQ GIRDER�� +12"CONC.PIER w/ �flp 24"X24"X12"CONC.FTG. 9b • t f " 4'-8„ �' 3'BELOW GRADE(TYP.) pCi ce 2)2X10 ACQ GIRDER ce '1 , COI 00 1 k� N I X a 4idld. }4n 6 p x FIRE PIT: p m� Gj 0U 1 12"CONC.PIER W/ CNN 4 N 12'CONC.WALL(4"FOR STONEWORK) 24"X24"X12"CONC.FTG. 5.a .�• s (3wl)12 R HICKBAR.OOTING REINF BE RCEDL wl ` Cj t'n 1� T BELOW GRADE(TYP.) -- IN WALL®V OC e.w.. "� �•/ N (3)2X10 ACQ GIRDERi 6)2X10 ACQ GIRDER i i �•/--(�d)2X10 ACQ GIRDE9- '/fib In '1� 00 EXISTING 12149 �3/„ ,_ � >, 6,_1�h - 2 8 5 -8 6 1 /2 . of vCO OD 00 I I N v I s RADI 101 " 7'-511 7'-5)h" 7'-5" 4'-61/2 1'- 1/d " o. o +b I I i I I COLUMN COLUMN PL4 I 'zKg®16°C ABOVE 00, A_BOVE_ _ ��O t 2X8 ACQ®12"bC 1 13 2X10 ACQ GIRDE (4)11-7/8 ML BEAM ( � r. 1 2X10 ACQ GIRDER (3)2X10 ACQ GIRDER(3) 1 {BOXED IN , , EPDM W/FLASHING t ' ' •� ' ' ' ' ' ' ' ' AND DRAINAGE ; I 12"CONC,PIER W/ V 3/4"EXTERIOR 24"X24"Xl2"CONC.FTG.AC SHEATHING " ' T BELOW GRADE(TYP.) O 0 Ch FIRE PIT(TYPICAL) EXISTING I ,� VERIFY FINISHED DETAILS 6X6 ACQ ^ O WITH OWNER.TO BE 1 1 POST BUILT TO CODE. ; ; ; ; U. STONE HEARTH 12X12 F.G. COLUMN _— 5/04 MAH.DECKING ---Y XB ACQ DJ @16" -- 4 2XS ACQ D1 @16"OC 1 �/ 3 —2 9 -61/2 9 -61/z 5 -01/2 y - V (2)2X10 a o"• v � A p (2)2X10 (2)2X10 �. ACQ GIRDER a ,°©'a ,°G'a a ,a r; ' ACQ GIRDER a• ACQ GIRDER n, a OLUMN ',`v , , •a h •a b .i y. COLUMN �i I ABOVE _ _ _ _ABOVE_ Q 4 C a. ` Oa d o..4 a�', a 4'a D`a db r`', cbL •' ; O "I 1 - 1 - 1 / - 3 2X10ACQGRDER 1 1 . I . - . Q o• + > > 4•0• 3 0• a O O Q (3j 2X10 ACQ GIRDER O Q hD � •0 eC � G C u� c� ., O 1 1 1 1 c•- 1 1 ~..-. . 1 _ a a a �`4 • I p• .�� ' � A q ;. SECTION A-A i DRAWN: MH/MS FOUNDATION PLAN :� A SCALE: 1/4"=V-0" JOB#: SCALE: 1/4 = 1 .,: . .L' SCALE: 1/4" - 1' -, November 16,2011 SHEET NUMBER: 4� - I REVISIONS: i I 6+ i 22'-0" 2'-29) 2'-1" 6'-l" i� NOTE: d PROVIDE HOT TUB WITH A SAFETY COVER WHICH COMPLIES O O WITH ASTM F 1346,AS LISTED IN SECTION AG107. O 4' IF COVER IS NOT TO BE USED PROVIDE BARRIER PROTECTION x / fi REQUIREMENTS AS PER SECT.AG105 N.Y.S.RESIDENTIAL CODE: ` \� r0 0O (y 1).TO OF RAILING TO BE 48" MIN. ABOVE DECK. ---77 7'X7' Z o •,°'F , l '`^° � • O 2).BAULASTERS SHALL NOT ALLOW PASSAGE OF A 4"DIA. Lu ». a >,. SPHERE. Z 3).ACCESS GATES SHALL COMPLY WITH NYS CODE. a • 11 I I I Ira E } —` k 4).GATE TO BE SELF-CLOSING&SELF LATCHING `l ® 5).DOORS ACCESSABLE TO DECK TO BE SELF-CLOSING& O 0 S SELF-LATCHING. E-+ o W W ' I *10 STAINLESS STEEL I I I O O U I l I I I ( I I OR GALVANIZED I ( 1 I ( tl z DECK F. WOOD SCREWS W/ ' I ( I v 5/4X4 MAHOGANY DECK °NOTE:HOT TUB TO BE INSTALLED ON COMPOSIT PAD FOOTINGS [�� ( On 1 I 11] 1 I �• WASHERS rtfl 12^o.c. J I �t I' I I I I W SUPPLIED AND INSTALLED AS PER MFGRS.INSTRUCTIONS Lam' cV 1 12" LL Q 12"O.C. ----- — ----------------- ---------------------------------------------------------- Q 1 1 I 1/2'APA RATED SHEATHING I O 1$ —3 ' GRADE PLYWOOD r r (ALTERNATIVIVE:7/16"O.S.B.) ( I I 0 1/2"APA RATED SHEATHING + ` '• ( ' • ( r U91--f (4)1-3/4X11 7/8 M!BEAM SBO�INL , r4' 52"GRADE PLYWOOD r - �i �� . � . �.(ALTERNATIVIVE:7/16"O.S.B.) 12X12 F.G. rO COLUMN w/ 6X6 ACQ POST I Z Z r #10STAINLESS STEEL ' r ?Cv OR GALVANIZED : Ii I ; 0 m (TYPICAL) 1a0 WOOD SCREWS w, I I0 WASHERS @ 12"O.C. 1 Of l w l I I ( (l I ( WINDOW SILL I TYPICAL WINDOW OPENING - ¢ - - o �I COVERED SEATING IW tlf I I (LESS THAN 4-0X8-0„OPENING) r n a I N LT - I _ • NOTE: xl In r EXISTING DOUBLE GATE TO BE TYPICAL DOOR OPENING REMOVED AND RELOCATED (LESS THAN 4'-OX8'-0"OPENING) LOCATION TO BE VERIFIED WITHI I^ OWNER r ' r O I r r r i , r r r r i r I 24"OC 4" ' ' 4'-0" •N oo �D I • / • / • 4- 27'-9" O s I r I r ( I • ( I as l • I ( • r f f 1 1ST. FLOOR PLAN 1,(12"OC ( I I la SCALE: 1 4" = 1' t I . f l 1 1 I 1 1 . I 1 I N WJ en E 3/4-APA PLYWOOD O SHEATHING o 2X451DFF l I '( I '( I '( ------ — — — — — __�._ — — -- U UDS CO 00 W tiI I I I I #10 STAINLESS STEEL OR GALVANIZED WOOD SCREWS W/ - f I ( ( 1 WASHERS 0 12'D.C. MULTIPLE PLYWOOD ASSEMBLIES _ W 2-2X4 DF#2 STUDS CONNECTED E TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/WASHERS -�•d--- V AND NUTS @ 2'-0"O.C. _ �-•-�---��-'1��� �_,_t_ __ TYPICAL MULTIPLE OPENINGS o __ —� _.__�r�-.__ _ _ _ _ _ cn (MORE THAN 4'-OX8'-0"OPENING) I �DECK�� - �� v N — I A DRAT A��-31'Sf�Ni�- '- N --------------- WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE UEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/161, -- ---------------------------------- --------------------------- ---------------------------- ---- AND MAXIMUMI PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO AFFW502 over FW050611 Q COVER GLAZED)OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL REPLACE EXIST ING -+ CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. OPENING ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. I DRAWN: MH/MS 2ND. FLOOR PLAN. SCALE: 1!4"=1'-0" " JOB#: .r+1ir SCALE: 1/4" = 1' , November 16,2011 SHEET NUMBER: s ' A-2 REVISIONS: • WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. KING STUDS 4"DIA.MAXIMUM RAFTER CRIPPLE STUD CLIMATIC &GEOGRAPHIC DESIGN CRITERIA • GROUNE WIND SEISMIC FROST WINTER ICESHIELD FLOOD LEDGER SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS RIDGE HEADER ; LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED ••. MODERATE SLIGHT TO 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - Z RAFTER JACK STUDS �D M RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USPNUMBERI DESCRIPTION APPLICA'MON LOCATION USP NUMBER1 DESCRIPTION APPLICATION 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. STAIIR RAILING � LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 I8ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"A2"20ga.STRAP APPLY TO EACH JACK STUD All fasteners,hangers and anchors to be galvinized or stainless steel. ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 I8ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored I1-1/2"SPACE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. vi MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24"x24N12"thick concrete Q` ! footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall �� W HIANDRAILS RAFTER be 3 ft. below grade. A O z 4). Deck joists to have blocking at 8'0 o.c.. F--� RAFTER O 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing ' and over the ledger. Ledger to be fastened to building with 1/2'dia. bolts with washers n • POST and nuts at 16"o.c. h� E-� TOP PLATE 6).Concrete piers shall be a minimum 6"above grade. Z • TOP PLATE O BALUSTERS 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored U ` RIM/DECK JOIST to girder(s). WALL STUD ° OPEN BALUSTER ATTACHED TO WALL WALL STUD ° 8).Covered Roofs shall be assembled and anchored the same manner as.a typical building. 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION for any contact with ACQ. RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HAkNDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFTER/PLATE RT15 TYDOWN ANCHOR NAILING SCHEDULE SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNECT OVER USE MIN. (2) 1/2"DIA. GALV.BOLTS WITH WASHERS AND NUTS PROVIDE AN EQUIWALENT GRIPPING SURFACE CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TIO EACH STUD ROOF 8"-I2"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER NAIL NAIL JOINT DESCRIPTION Qn, SPACING NOTES STRUCTURAL PANEL gd AS PER TABLE 3.8 WFCM-SBC 1 4"MAX. 4' DIA. MAXIMUM � GIRDER/HEADER ^� ROOF FRAMING: 0 GIRDER/HEADER ° JOINT DESCRIPTION NAIL NAIL NOTES A o QTY. SPACING O Z JOIST POST/COLUMN ° ° RAFTER TO 8'WALL: 3-8d COMMONEACH G ° TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL x `D POST/COLUMN `F', M CEILING JOIST 8'WALL: 3-8d COMMON EACH 1/] o TO TOP PLATE 10'WALL:4-8d COMMO JOIST TOE-NAIL O GIRDER/HEADER CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION COLLAR TIE AS PER TABLE 3.4 EACH FACETO RAFTER WFCM-SBC END NAIL SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLYTO EACH COLUMN BLOCKING EACH TOE DECK/PORiCH RAILING 2 -Sd COMMON LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER C01IJtbTIb; FLOOR PLAN TO RAFTER END NAIL HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA.GALV. RIM BOARD 2 -1bd COMMON EACH END JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST �� _ s TO RAFTER END NAIL o CY) N � C o X LO Cf) o STU WALL FRAMING: BEARING PLATE GIRDER JOINT DESCRIPTION NAIL NAIL NOTES • QTY. SPACINGCIO • TOP PLATE TO PER D • 2-16d COMMO FACE NAILTOP PLATE o , • TOPPLATES AT JOOINO S FACE o \ WOOD JOIST • , 4-16d COMMO `+�•"" INTERSECTIONS EA.SIDE NAIL ' v LEDGER ! I I •. ; STUD TO 2-16d COMMO 24 FACE CS U D GIRDER/HEADER I I CONCRETE PIER STUD O.C. NAIL �°`, ;a WOOD JOIST `.+;«` HEADER TO 16"O.C. FACE N ocu 3 WOOD JOIST �. HEADER tbd COMMON ALONG EDGES NAIL - •. • • TOP OR BOTTOM 2-16d COMMOI, PER 2x4 STUD END i PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL DOUBLE 2x BOTTOM PLATE TO: PER FLUSH JOISTS WITH HEADER/GIRDER FLOOR JOIST, BAND JOIST, 2-16d COMMO FACE NAIL CEILING JOIST TO BLDG,CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 1 OR HEADER END JOIST OR BLOCKING FOOT i i FOR HEADER HEADER/GIRDER-TO-POST CONNECTION W LEDGER TO BE CONNECTED TO BLIDG. USING 1/2"DIA, BOLTS 16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. 1 OR BEAM @ IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS f LOCATION USP NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. REQU ROD 1 i (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE "' FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIEJ O tn DECK FRAMING: FLASHING TUCKED UNDER � TOP PIECE OF SIDING AND 11 JOINT DESCRIPTION NAIL NAIL NOTES o� LAPPED OVER FIRST CONTIN. QTY. SPACING JOIST TO: PER TOE N PIECE OF SIDING BELOW THREADED ROD SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL BRIDGING EACH TOE 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT TO JOIST 2-8d COMMON END NAIL CONNECTED TO BLDG. @16"OC POST BLOCKING EACH TOE MINIMUM TO JOIST 2-8d COMMON END NAIL U) WOOD JOIST END DISTANCE BLOCKING BLOCKING TO: EACH TOE 3-16d COMMO x Q SILL OR TOP PLATE BLOCK NAIL � MINIM M LEDGER STRIP EACH FACE FLOOR FRAMING % o 'o c ENID ANCE ° TO BEAM 3 •16d COMMO JOIST NAIL 2x 1015TS • e •' '• 12"x12"x12" 1 •° V JOIST ON LEDGER PER TOE WOOD GIRDER '~ •o� q,•' CONCRETE FOOTING .. ' " 3-Sd COMMON TO BEAM. ° JOIST NAIL BLOCKING FOR JOIST HANGER •„ 3-16d COMMO ' BAND JOIST PER END LAG BOLTS TO JOIST JOIST NAIL 'o RIM JOIST/BD. c• e ► HOLLOW COLUMN UPLIFT v v SILL 8 TOE NAIL OR TOP PLATE 2-16d COMMO FOOT SIMPSON STRONG TIE MODEL STRRI/:2 SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. CONNECTION PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER trnION AT f;c Z, DRAWN: MH/MS t SCALE: 114"=V-0" USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 P DECK/PORCH LEDGER CONNECTION JOB#: 6X6 POST PAU66 OR WEbb POST/BEA RY _EAf 14 FOOTING �, , •�j November 16,2011 SHEET NUMBER: A�3 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE �� NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY:CiENERAL NOTES ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAiL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WAll.t: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good (building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALLL: 4-8d COMMON JOIST State buildingcodes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND P P g CURRENT SBC HIGH WiND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof coimpleted product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is; responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When watt studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) j (DO NOT SCALE DRAWINGS)). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - '16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING} 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL F RAM 1 N Gl: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are tapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, q QTY. SPACING (DESIGNED FOR CAT.C) � 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE :2 - 16d COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATEE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION W 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE INTERSECTIONS - 16d COMMON EA. SIDE NAiL NAILING SCHEDULE i SEE GENERAL NOTE PAGE O Z 6). The General Contractor !is to ensure that masonry or prefabracted fireplaces meets 5).TYPE { EXTERIOR SHEARWALL CONNECTIONS: - '-a or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD STUD TO 2 - 16d COMMONO.C.24" FACE NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE H attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym.: WW 7). The General Contractor is�to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS SEE FLOOR PLANS W such as bookcases, shelving, p>antry, closets, trims, etc. edges and 10" o.c. in the field shalt be in accordance with the length requirements specified HEADER ALONG EDGES NAIL Q C7 in table 3.15a-b. TOP OR BOTTOM 2- 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD .3 -16d COMMONPER 2x6 STUD NAiL ENERGY CALCULATIONS RESCHECK 6).TYPE Il EXTERIOR SHEARWALL CONNECTIONS:FOUNDATION NOTES: Type Il exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: FLOOR JOIST BAND JOIST :2 - 16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7 . INTERIOR SHEARWALL CONNECTIONS: - SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOR FRAMING. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls oc:curing in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4- 8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: j Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - Sd COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 16" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMONEND NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 6" O.C. SEE NOTES: 13 I'I poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: 4.) o Where a ride is to be used as a structural beam, the rafters shall either be notched and_.,_, - BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O.0 Sd COMMON 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) � to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g 3 - 16d COMMON@ @ NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 13 0 O 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL �j 44 C 8x16 cast iron foundation vent for every 150 sq. ft. of area. 4,NOTES DECK AND COVERED PORCH NOTES: a JOIST ON LEDGER'-. 3 _ gd COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAiL THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. .i,�_, F" N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOiST PER END 00 C) the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAiL CA - 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL. the 4 foot perimeter edge zone attachments required shall be used. Ct 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON Girders on concrete piers shalt be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES g 'T' Z). Tabulated 12 inch o.c.-nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Pasts supporting girders shall be anchored to a 12x12x12 thick concrete footing. JOINT DESCRIPTION NAiL NAiL Edition Wood Framing Construction Manual. ) pp g " " "g g Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 1 ra m r BAN; the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, alll framing and structural wood material to be #2 + BTR. WFCM - SBC 1 IREMENTS FOR WiND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8`0 o.c.. _ CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5 . A minimum of 10 inch flashin shall be installed between the buildin and led ledger. NAI{L NAIL AT PANEL EDGES SUPPORTS iN THE PANEL FIELD otherwise. ) g " g g JOINT DESCRIPTION �,, cq E Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QT'Y. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS rn a' o g g 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. ) c. F" where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10#2 + BTR. Doug. Fir. WALLBOARD 5d COOLERS 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 6). Concrete piers shall be a minimum 6 above Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all " ove grade. O " o openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: w 5 openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 00 and 2x6 wall openings between 511 and 89. Provide fire NAiIL NAIL o \ to girder(s). JOiNT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING c ,0 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers t(o be installed with heavyduty alvinized hangers and 8d COMMON g g q y Y g g PANELS WFCM - SBC be used. rn U -- anchors where applicable to all connecting joists. PLUMBING NOTES v 7/16" OSB 3" O.C. EDGE 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with .0 w Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 5d COOLERS 10" O.C . IELD on plans. 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: P g• g other access openings unless otherwise noted (typical). NOTE: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NIAIL NAIL ENO, W 8). Dormers running up roof'rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION Q'TY. SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. V HVAC SYSTEM NOTES 1" OR LESS 8d COMMO 12" O.C. FIELD 0 9). Provide blocking/bridginlg in floor joists at 8 0 o.c.. Use solid blocking in floor joists 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. to under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SiMPSON HANGERS AND ANCHORS WITH 2-MAX TRiPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. <C 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF H needed. 2). HVAC subcontractor is to fully coordinate all: system data and requirements with the MENTIONED IN SCHEDULE NICTES ONLY. Q 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir equipment supplier. 1). Nailing requirements are basted on wall sheathing CDX exterior sheathing gradie plywood. Plywood to cover over plates and headers. „ as required by current NYS Residential Code-FIREBLOCKING REQUIRED 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel' edge. If wall sheathing Flreblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) V Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. 12). Unless otherwise noted ruse 3/4" thick T&G PTS Fir or Advantech plywood subfloor Fireblocking shall be provided in wood-frame construction in the following locations. ELECTRICAL NOTES: shear capacities, nailing require.rnents for structural a adhered with PL400 adhesivre and screwed #o floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 1).In concealed spaces of stud wails and partitions,including furred spaces,at the ceiling and floor over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed ` „ ,. 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and using parallel rows of studs or staggered studs. :; pC `AS 2). When wall sheathing is continuous over connected ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2).At all interconnections between concealed vertical and horizontals aces such as occur at soffits, members,the tabulated number of nails shall be permitted �.* to have regular 1/2" sheetrock. All walls to be taped and finished. drop ceilings and cove ceilings. P � n, g p to be reduced tol - 16d nail per,foot. ? °'` 0 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current p �� 14). All roof with a itch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. 3).In concealed spaces between stair stringers. the top and bottom of the run.Enclosed spates T }.J. ) p under stairs shall comply with current N.Y.S.Residential Code. 't �•►i� �` approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4.At o enings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of torch down type material oveir. 2ND, FLOO�m a pro ct�if�Combustion. 'r�•�� �.�' y ,�" DRAWN: MH/M5 i V � SCALE: 1/4"=V-0" 16). All sell plates and wood in contact with concrete to be pressure treated. Sill plates to chimneys and fireplaces,as required by current N.Y.S.Residential Code. w °;� * ` JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. SCALE. 1/4 - '. :,.; -,,. `: November 16,2011 SHEET NUMBER: A-4