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HomeMy WebLinkAbout39575-Z WHO DIS �p co Town of Southold 11/6/2015 ts�' /-1 ¶ , P.O.Box 1179 t.. 1 53095 Main Rd Y��i�l ,�a t Southold,New York 11971 01 CERTIFICATE OF OCCUPANCY No: 37889 Date: 11/6/2015 THIS CERTIFIES that the building ALTERATION Location of Property: 1290 Three Waters Ln, Orient SCTM#: 473889 Sec/Block/Lot: 15.-6-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore Med in this office dated 2/25/2015 pursuant to which Building Permit No. 39575 dated 3/10/2015 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: ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Jellinghaus,Charles&Jellinghaus, Sarah of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39575 09-14-2015 PLUMBERS CERTIFICATION DATED 11-15-2015 Ge ge Fredricks f, Authoriz AA yroam;. TOWN OF SOUTHOLD ��S�Ft,rc� . q � BUILDING DEPARTMENT a TOWN CLERK'S OFFICE 5"d' SOUTHOLD, NY of * 4):, 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) i ,\ ii Permit#: 39575 Date: 3/10/2015 ' Permission is hereby granted to: Jellinghaus, Charles & Jellinghaus, Sarah 244 12th St i Brooklyn, NY 11215 To: construct alterations to an existing dwelling as applied for At premises located at: 1290 Three Waters Ln, Orient SCTM # 473889 Sec/Block/Lot# 15.-6-18 Pursuant to application dated 2/25/2015 and approved by the Building Inspector. To expire on 9/8/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $738.80 CO -ALTERATION TO DWELLING $50.00 Total: $788.80 • a4/t,t,c. CL.____.-- 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 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 cqmpleted site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is • denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy-on-Pre-existing Building-- $100;00 3. Copy of Certificate of Occupancy-$.25 - 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. � 1S— New Construction: Old or Pre-existing Building: +" (check one) Location of Property: 12W Th ret W S L frVt.t 0 ettAi House No. Street Hamlet Owner or Owners of Property: Ch 4r--eS C- se i ii 1AV �_5 S1 NTell tf' 9v5 Suffolk County Tax Map No 1000, Section 0 $ Block 5^ Lot Subdivision °n f bc(71te Seof Filed Map. Lot: 17 Permit No. /7 ) Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: N l� Request for: Temporary nCertifcate Final Certificate heck one) Fee Submitted:$ SD ' 0U • .pl icant 'Tgnature • 0,_I iii.,„„ o,iii,of S0045,- Town Hall Annex � ® : Telephone(631)765-1802 54375 Main Road 1 Fax(631)765-9502 P.O.Box 1179 G Q ,�� roger.richertl'a?_town.southold.mb us Southold,NY 11971-0959 4% s ----.. BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Jellinghaus Address: 1290 Three Waters Lane City: Orient St: New York Zip: 11957 Building Permit#: 39575 Section' 15 Block: 6 Lot 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MJM Electric License No: 42845-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 12 Ceiling Fixtures 11 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 8 Smoke Detectors Main Panel 200A NC Condenser 1 Single Recpt Recessed Fixtures 2 CO Detectors Sub Panel NC Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200A Switches 20 Twist Lock Exit Fixtures TVSS Other Equipment: 200A Underground Service, 1- Exhaust Fan, 1- Oven, 1- Gas Cook Top, 8-ARC Fault Circuit Breakers Notes: 0 Inspector Signature: . , :-,_ Date: September 14, 2015 Electrical 81 Compliance Form xls ,o�A pF SO(/T�® Town Hall Annex ; .;. #wi. .J isti; Telephone(631)765-1802 54375 Main Road ;':` Fax(631)765-9502 P.O.Box 1179 t G '= .*7`.;',i:-'47;' 1�� Southold,NY 11971-0959 -r - ---— -_--(_ecouNri vo I ni [,--, ii,; r 0, N Er 171 BUILDING DEPARTME .in JNOV 5 2015 C� TOWN OF SOUTH° D i BLDG DEPT TOM OF SOL'THOLD CERTIFICATION Date: //— /� Building Permit No. < S� c3 Owner: pie////If', (,1J (Please print) / A • _ . (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. , Aiddic (P1 Miners Signature) Sworn to before me this 5j - day of NOVerili1Cr , 20)5 ' /. . 7,/.4 f I Notary Public, $Uf-fu0 k County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2218 r- '�*of SO!/ly olai 4C? x, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FAUN TION 1ST [ ] ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION r FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION _ [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4w/ G10 e DATE INSPECTOR , _ SOW% 3 71(? t *; •tA ----4:reOUtfitt'`70"1 .TOWN OF SOUTHOLD BUILDING DE T. 765-1802 INSPECT)ON - [ ] FOUNDATION 1ST [ ] OUGH PLUMBING [ ] FOUNDATION 2ND [C4 INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE - _ INSPECTOR,/ -1 ,,,,,,,,,, 4.0souli,„ *1 nicr ----Nouott000 ,,, 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 ji<1 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: PP DATE 4)/'11 l INSPECTOR t l27. 3 „" _ -- ,,l''SOF SOUTH; 1,12 KS so TOWN OF SOUTHOLD BUILDING DEPT: = . 765-1802 INSPECTION . : [ ] FOUNDATION 1ST [ ] ROUG UMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �- A DATE S INSPECTOR SOUTyo<0,\ 4\4? 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 [ ] ELECTRICAL (ROUGH) 04 ELECTRICAL (FINAL) REMARKS: '<Mt_ DATE ///e0 INSPECTOR re: 3 ,,,,, 7C")1/4C. .- /��,�o��OF ' . TOWN' OF SOUTHOLD BUILDING DEPT. 765-1802 1N:SPECTION= [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 ATION [ ] FRAMING / STRAPPING [ erFINAL [ ] FIREPLACE & CHIMNEY " [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [- ] ELECTRICAL (FINAL) [ ] CODE VI TION [ ] CAULKING REMARKS: 4,9// A7XA441 `S r �b tom&- G,--�s ���,r , , a aJ ex,f7- ,>4„5„,,, ,4„-44de... 4,f3C,0.-.4,i, &IA./ C.X1)617'2 4 -t-eL2; / - �" l Gig DATE 7/Lr INSPECTOR '2� 3 Fr7,c1-6--- 1'���o��OF SOUTyolo`. * *; . ,,,€\.,r.:3, _,,0,1 -_-_cf-couow;:."' -------,,,:,,, . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 iNSPECTION [ ] FOUNDATION 1ST [ ] ROUGH .PLUMBING [ ] FOUNDATION 2ND [ ] 1 " [ ] FRAMING /STRAPPING [ FIN A • . - " [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION . [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /iir Z 4.44°*k 6404-- 65u j47,4_, 17-*- Cal,ics‘pt-(-{ertiZ - 6-14- /44,---)er , cis dZ ` C -edfs q DATE ti® 6 (-6' INSPECTOR `+•.im• Af T"( ,„,,,,,, _ (0 p <fis;) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REM RKS: DATE /6/9 INSPECTOR 714-1f.(-l-t/.- 11 L 375,---75__.., ,,,,, , „i'''; 6i', SOUTy6i'\. -CI fig alki 's.,% ,As TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - - [ ] FOUNDATION 1ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ , FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 61 ,ki IC 71).L,.....X 0 - 4140 DATE a'A ,�� INSPECTOR _f From: Joseph Fischetti joseph@fischetti.com 8 .e,m...: Subject: certification ti AI}<- Al Date: October 20,2015 at 9:38 AM ,. To: Lester Walsh les@cihinc corn Here you are.This should do it.- ---_' _______�___.-__—.�___�. I 15' �[� 1-, E ii [' d OCT 2 6 2015 {.,-..:.)) I r.•c� ii" jr iiefii, (VA'` ,. S ECB T I 1 in hats PROFESSIONAL ENGINEER BLDG. DEPT 1725 HOBART ROAD$PO Box 616 SOUT OLD, NEW YORK 11671 TOWN OF SOUTI!OLD , TEL 631.765.2954 • FAX!637.614.3516 • e-rn&ll:joseptvgilschetll corn Date: 20 October 2015 Rek,rence: BP#39575 Building Inspector ' Town of Southold Main Road Southold, NY 11971 Dear Sir, I have inspected the footings for the two temporary decks and steps in the rear of 1290 Three Waters Lane in Orient. I certify to the best of my knowledge that the footings were 3 feet below , the surface and will support the required loads in accordance with New York State Code. ' "I . ..t• 5.. s k + FIELD U.V'SPECTI(*REPORT DATE` �COMNME,NTS • ' • FOUNDATION(1ST) •i• .:. . . - . . • , . . ;CI FOUNDATION(2ND) ,. - tx' . . • .Z..,/•74efir -,i4, 1 ,4"if f.vi, . ,11, 4 ,-1 ROUGH FRMlNC�& �� i PLUMBING ' ' .. • Ui -------—-----", ---7-7-.rwAgligrilir .AWLIJAIM.11' ' ' . ' V 0 6111111 . 11I[ CFA ._411I _ -.....a; INSULATION PER N.Y. ' ' H STATE ENERGY CODE . ' . ( - • . ' . , Pi ' • I' ° \ f, ' FINAL ! 1 At c - /L %..fit.. !1 t1 .. ® � .rte • . , ,i 41--;" 0.— -w 604. ute, /NW 1 /0-11; 0 75 "kJ G' t a id ,,5-" . --1%--: - (,a 57. _ , . . . , 7-0 e '1 f 5 o- - ---4-c-6-. 61-- • g Z "I - 11156 . zm brit . . • -•0 °! -5 fca Ord . • •. . . . . - . • • /0/f/ .e., . s.s-----, ,,LI.,--,--e_._fe--z-7-"' • ,t, . . _i " ., • / / .. . .. . . •• ' , --- le9/21.6p-S-' : Ai i `_...." 4' ,: . . .... . . , eAt_e,.... ,("" ft7A---427/ . . . . , „ . . . _. ., . . ., . . . . . . . . ; . . .. . . . .. . . , ,-- m . . , . . . . . . t, . , . ' 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 , • , ,j,: 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 : t y Survey SoutholdTown.NorthFork.net PERMIT NO. 3 q c5 7 J Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined )1b1 ,20 Single&Separate Storm-Water Assessment Form FEB 2 5 .2) Contact: Approved 3/(D,20 /5 Mail to i Disapproved a/c bsota I BLDG DEPT t TOWN OF SOUTHOLD Phone:76�j ` 7 ,q Expiration .7//0,20 tp Building Inspector APPLICATION FOR BUILDING PERMIT Date 2-1 1-6--il 6 , 20 1 S 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 commetrced within 12 months after the date of issuance,orThas-not been completed\vithin';18'montlis'•from`such date.If na.zdning;ar.Pendnients or.otherr 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 irk,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or,for removal or de'golition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building, ode, ousij g code',and regulations, and to admit authorized inspectors on premises and in building for necessary inspection (Signature of applicant or name,if a corporation) 172 S Alio 1r1- (2 • Sa J+v/,1 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises C 41 '1 s C e El ty 1111135 e Sravvalk Zeal ►+v 5 (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: /zo Thv� W Ltm, oromf House Number Street Hamlet County Tax Map No. 1000 Section Block'al='1r _iTd:e 't; •i'-if,:�ys:ilr�t t,; 000813C601 t '00 riLICrti ))/r';t+"T tv' v(�tt' °}1 d:i$ •s n els�4'1l1L,CR:IV-1)0_'4'•\�t�.:lfvit..v l. Subdivision Q P 7 / Filed Map No. Lot 1 l k 2. State existing use and occupancy of premisesaig.c1 intencied use and occupancy of proposed construction: a. Existing use and occupancy /_JG ` tnM if b. Intended use and occupancy o L..) / vu_/ 3. Nature of work(check which applicable):New Building Addition Alteration ,x Repair Removal Demolition Other Work (Description) 4. Estimated Cost /C-)g CO0 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 L.Y Sftill 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing 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 100 Rear [ 0e) Depth 9 Z `J 10. Date of Purchase Name of Former Owner 44311. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES NO iS 14.Names of Owner of remises OseJ/l h R Address 3, 9/c( f Phone No. Name of Architect<o3ep1 Ri5die . f Address /7251 +ht-,Saeid k hone No 76S—29 S 9- Name of Contractor C0545H (5 trio d (leSMB$ Address e5 fP1 - Phone No. 63/ -325'--00(i' 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 X * 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 1'0 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 name , (S)He is the (Contractor, gent, 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 . . belief; and that the work will be performed in the manner set forth in the application filed therewith Sworn to before me this o25 day of J b rua-r u ?0 15", _ r, J� :tail Notary Pub ' TRACEY L. DWYER Signature of Applicant OTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2018 ,5t1F 6-A STORMWA\TER Scott A. Russell ` , SUPERVISOR - MANAGEMENT SOUTHOLD TOWN HALL-P.O-Box 1179 Vo `. , 53095 Main Road-SOUTHOLD,NEW YORK 11971 VI/Q1 �d� Town of So u th o l d 4 . ! CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWIING' t (CHECK ALL THAT APPLY) Yes No ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ki_C_Site_preparation_on_s_tu_e_s_w_b_tc_b exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. O IS E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ d F_Installation of new-or-resurfaced-impervious-surfaces of-1;000-square feet or more, unless prior approval of a Stormwater Management • Control Plan was received by the Town and the proposal includes in-kind replacement. of impervious surfaces. _. _.. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. •* If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Pro Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 c �Ote P'"Y ��'y Dstrict NAME. q° i y 6S G 1h' PP /hod 15 6 /8 P.-- 5-15 ,L. ,,,i /` Section Block Lot IL- Qa, ,�,., ,,:k FOPBUiL>ING DEPARTMENT USE ONLY ''" Contact Information- Ir I — 7154-2-9 / i p By:Reviewed ....----- - --- --- --- _ -- - - --- - - - Date: ds-2S ..LJ! _ Property Address/ Location of Construction Work: - - - - - - - - - - - Anoroved for proces rt;Balding Permit I.a6G d _ / /i vet lI`�'r r' ' (-cot' Stormwater Management Contio! Plan Not Required OJ (,J1/LL •.. -- __--_____ Stormwater Management Corti o! ?!-3r.is Requireci .'a -:,7(d to f ngrierr•,ig Deper;Cler l Ior RCVIts•'i 1OFM! ,. svcP- 70; I 211:o f••. ' ®F$01/45, Town Hall Annex 4' • * Telephone(631)765-1802 54375 Main Road ` (631}765- 5�2� P.O.Box 1179 , G • Q �� rocier.nchertCatOwnsoutaio a.ny.us Southold,NY 11971-0959 les ��+ 0 �' BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: M Date: V- Y, /7 Company Name: ��T � � f„p •Name: A/It, License No.: q z,, f i Address: ,d>( r e / J ad U �� //9,r-5 Phone No.: / 5z - y /r� • / JOBSITE INFORMATION: (*Indicates required information) *Name: 3� ///,4 if r_ *Address: 9 0 77%,,t( *Cross Street: *Phone No.: Permit No.: Tax.Map District: 1000 Section: 15. Block: Lot: f *BRIEF DESCRIPTION OF WORK(Please Print Clearly) A/i' #2,1 l/ 0 d i1/1 �'t'�'�� � (5-W /n7 mw a rJfiY/41 U vAI/j - . 4 v,,AdAZ (Please Circle All That Apply) *Is job ready for inspection: YES! ! Rough In Final *Do-you need a Temp Certificate: YES! NO Temp Information (If needed) /63" *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters hange of Servic Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form ---j'� $',`O !� Town Hall Annex : Telephone(631)765-1802 54375 Main Road ' Fax(631)765-9502 P.O.Box 1179 G ,� Southold,NY 11971-0959 0 1 ®ly_COUNTY,va'''� November 5, 2015 , f jSl ii BUILDING DEPARTMENT 5roke TOWN OF SOUTHOLD Charles Jellinghaus "Joe 244 12th St I -e Brooklyn NY 11215 v" RE: 1290 Three Waters Ln,Orient -C TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 39911 - Alterations r):, -'__. _ - -, i - - - , i/II, - . /d J. 4 _ , ir ,TOWN OF SOUTHOLD PROPERTY RECORD. CARD .)1 , , 4- ---/A. : OWNERST.REET'--/ a 9 0 VILLAGE DIST. SUB. ,//"LOT /7 Aj "{!je�� `� '`.a rC104.114 _ ( fly' - 77 4 2/Ur "f". � 1'-, e., oL, c ......, GiORMER •�/yN �; _ • �` N E ACR. g t - , ,G;}: v �'' tibi t, .' ,, _, . 'l 'Y�a✓'le: E i Me -e,r1 , .0�''- ' S W -TYPE OF BUILDING • 5 laV% L ,1 (..4.,r J - ,RES.,zb SEAS. ' VL. Z. -- FARM COMM. CB. MISC. Mkt. Value , A LAND ' IMP. TOTAL DATE REMARKS (F/2/ "61 ' -N0J eI 1 'A.) 6 o 0 6 t d 1/ 2/3/63 evi.iwrA-- ,1 8 e" d _ J. ® a 1.3 e'o / i 5-r"d9/7 9 z/e3 (L L7 I (AP-424-Po s . / ��IuU� �,f� I�Oo L.� l�C., -SOC). • �0 0 7a U e3 ko D v �'/I V/ i q 1 lij -4- Z ,g- I V,� - k " 9' ,D.._ ed/ ti% 0, ' ri /6 e, d 7 Ames a 7:3-6 6 144',//:,-/ a rte .�- e M Ie- k tr re.)-6.4.0, 1'1 . `es '- -;"-. 7 " f Oc c,.3 73067 ?36 ca � rol1//e3 / /4/P3/14—'1'10.1116 -e-- e ki` thur tl, �. `ii s:ecti -x._'3 )' ,) /0 t' 9E 5-tonJ Bml{DigGUNDgI9$ (cf- 0 )i1 14, L tZl7" 7911.--it ekle�lP � .�ell�hybdcis' : '; NEW NORMAL BELOW ABOVE 1 FARM Acre Value Per Valueri rf'�Z \4 , /y Acre -, -r/s ,elle iu 61 V/ ilxv4c,.,,,4 (e-/,..t Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH ,. 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O EX.OPNG. ® CLOSE OFF OVERHEAD DOOR OPENINGS Q f 11'-1" 9'-3" �, 5'-8'/z" ,.,_ J I / • LL 0 1t W LL ce :�: (- BUILD UP FLOOR TD MATCH EX. FIN. FLOOR W t" I i W \ / (------• i I I I. Is • 1 Z V 0 VP/ (9,, (s) z 41/4. ....- .1k-". .... ii:2 EX. BATH ° WCfl0N �__.� FF1AN J X ;% j I 1\ I_ —IN/ 0 w SCALE. 1/4 – 1 -0 z c„ a W' / O 1.REPLACE ALL EXISTING WINDOWS AND DOORS AS NOTED.CONTACTOR TO O I VERIFY ALL R'Os PRIOR TO ORDERING AND INSTALLING NEW WINDOWS. ``^^ O O X g WINDOWS IN BEDROOMS (WHERE NOTED),LIVING ROOM,FAMILY ROOM, al— Q M M A,J _ ��^^ V w . AND KITCHEN TO HAVE LARGER OPENINGS. RE-FRAME AS REQUIRED. vJ 'O^ g - /1 3.ALL NEW PENINGS SHALL HAVE DP-UPGRADE PER NYS CODE.STRAP OPENINGS W v, w u. AS REQUIRED FOR 120mph WIND CODE.PROVIDE DEBRI-PROTECTION PANELS U. LI, �; \ F PER NYS RESIDENTIAL CODE. ♦ 0 4.GRILLES TO BE 7/8"WIDE,SDL (SIMULATED DIVIDED LIGHTS)WITH SPACER BAR Ct EXISTING BEDROOM EXISTING BEDROOM (STANDARD GRILLE PATTERNS). `94 Nil s REPLACE REPLACE n n EX.OPNG. ..__, EX.OPNG. �I.__._.... . DRAWN BY: JF TW30310 1W30310 2/19/2015 SCALE: SEE PLAN ik :ss---`- `"" SHEET NO: :e.' 1.:, . .*47v. ":„"1.;4::):1...-7(::::;c:1*c t • MATCH HOUSE v l 2X10 DF#2 RR @16'0C, O.H. z 012 t.-L5' . crl 107 0 124 Illim."111 44 44 1 I 1 1 I i 1 1 1 1 2X10 DF#2 RR @16"OC m , F..... ^ ' I 1 1 1 ..,x.,-VC 1 1 ' W Z 4:2,. z- ' W (2)I 5-1/2 ML I I (2) 5-1/2 ML I �J'�y ��� I (2) 5-1/2 ML I /~/ �<, +�o , 0 NOTE: 'Li�� �\ I I BLOCK BOTH SIDES OFr . 0 1 1 , iti� , , SKYLIGHTAS REQUIRED 3'X4' 3'X4' 1-1 e 1--"L' x 3'X4' 0 I SKYLIGHT IO OI SKYLIGHT I� 1 el 1 v 21 SKYLIGHT I� 0 M i iM M' -..j 1M R-'1 _ _.{M X MI IM N _ )I I I EXISTING , (2) 3X10 DF#2 ,.. o w IIcji 1 (2) 5-1/2 ML ' NOTE: ' (2) 5-1/2 ML I I N EXISTING II BLOCK BOTH SIDES OF I I ROOF i (2) 5 1/2 NTL— ROOF SKYLIGHTAS REQUIRED , 1 I I N 1 1 I I I I I 1 1 1 1 I I 1 1 L. 1 I 1 I I I Lw X Lu 2 V - P X V N 0 ,X EXISTING N . w ROOF H N EXISTING Q. ROOFCt ROOF PLAN w w SCALE: 1/4" = 1'-0" . •N Z 0 � 1).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. N''''' Z � 7 (o 2).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND WL (0 CD DIRECTLY TO THE DECK ALONG EAVES. J N 3). USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. a MO 0 4).ICE &WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS • W = N.. WITH ROOF AND SIDE WALLS (TYPICAL). 9.... . I . ^N 5).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING CO O D CO MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. CO0 CO UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE �/J LJ.. CO WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS W /) COMPLEI E. EXISTING 6). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. O ROOF USE GALVANIZED(ZINC COATED) ROOFING NAILS,11 -12 GAUGE WITH ATEt LEAST 3/8" DIA HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. Olk ^L USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT L CUTTING INTO SHINGLE SURFACE. NI • DRAWN BY: JF 2/19/2015 SCALE: SEE PLAN fs , ,.� m ,� SHEET NO: it: b\ 61,,i .,. - . \ • �2n X 14_; " -_ ,, `, O 3"0 ROOF VENT 11/4" '0 3 EIN I3" " Generated by RESctreck-Web Software D.W. F.A.I. eetete I IR' i g Compliance Certificate k. 1-3/4X11-7/8 i 2 • I ML RIDGE C.O. 12:-:-.,, 3e .0G 0 No Project ss- 41 +O II 4 Ereray Code: 2010 New York Energy Conservation -1. HOUSE TO APROVED Lose`son: Suffolk County, new York _ _ — • TRAP SEPTIC SYSTEM Construction Type: Single-family - Pro)ect Type: Alteration -I ! SLOPE" 1/4" PER FOOT PITCH TO DRAIN +Climate Zone: 4 (5750 HDD) r Permit Oit ,I �/, ^lPLUMBING SCHEMATIC w fermi:Number: j II Ccmstrmtiort Site: { rer/r,gerrt. DesignerlCcn-ractcr" WZ g O 1250 THREE WATERS LANG >"i ■ ■ ■ 125D THREE WATERS LANE I` O C!1 R7R"EST, F,+e'#York g - - - j w w — y \ �i I ...,444 Z i - - - -- EXISTING ^ 1 rr�#,I =1 f SLI 4 '45 torr ll2r.ce: L5%Better Thin cede maximum 4"A: 129 'raiz UA: I.38 it Thi Eafter or W r■*Than cad*[ndt:,*R haw heease 1a svrrr ■r-o■tai fraud is hood an en t,?a 4 tra1f ram a. p•• p.. Z it 00=5,NOT pravid*an Wi'ni t cf irwitrin.u■i or tbm'.'*I■Ev4 t,■mirirrrj-•,t*!*h:,,e. •. .s • 1 .4 . / • ° on5 4444 W g g e. EXISTING e,• Envelope Assemblies •A x O 4" rwi 1-7 ..;,,,,,,......,,,,,,,, 4:1„,„,„., . . .. • ,:,,,.._ ... • I '1\ i �.w._ W J \®' / ' i® ° 4" 1 SjII \ ióJIf®1J4Q ^ IP- - w _ . .. . . " N sa l I I / 1 I ' 1"la";: Wood Frame, ISin_I7_C_ X15? 23.0 0.0 ID.055 25Ira ■• r -I 11=11111111111I I I I ( Window:Wood Frame. Pere w/Lo -E 1€� {x.320 54 J f J ' :1: 23j ' I ' lO® b� /1 / / OO Flaar.Ali"daod oinuns Omer Uncand_5 .'ce 3'D �D.� D.D 3 SECTION A—A 1 if' I i ` i ICei :r : IGethelre1555 30 O 0.0 0.03415 SCALE: 1/4" = 1'-On I ( ) l I ( 1 I l .10 STAINLESS I ( I ( ' I C'omplianceStatement The roposed b gilding,design described Eere is consistentwitll +rie buircnne plan:, specifications,and other i I I I \I I ( OR GALVANIZED ® I /� 1 I /�, 1 ceIca etians submitted wilts tile permit application.The p�g7poieg building hes I.designed to meet the 201.0 New York Enemy p �`1 \ , I 1 WOOD scREWs w/ 'l I /�� \ \I' ( ii,,, \I IConservation'C'onstruction Colih re mirernents in REScheck'Version 5.5.0 and tea imply wits the mandatory re uir�em�en listed irs• ® WASHERS @ 12"O.C. I I 1 111.'14I i I II+ I i I " the P.ESzdseck Inspection Check.st_ / 11 I I l ( 12 O.C. 2 12" I I I ' I I I 14,ine-Tu"" Signature ete e , I y , I ® l � I � , I . �0 1 , 1 \ I/ ) \I , I ' / 1/2"APA RATED SHEATHING I \t ti / I I I ( C I / I C� I0, GRADE PLYWOOD I I 1 (ALTERNATIVIVE:7/16"0.5.8.) \ l —� 1 1 �� 1 / ( I / ( • STOVE PIPE _0 1 , ! T I 1/2"APA RATED SHEATHING PER CODE N 0 I I I I 1 ' O ( I I (ALTERNATIVIVE:7/16"0.5.6.) ( GRADE PLYWOOD \ I I / ( I 1 i 10, / I ( ti #10 STAINLESS STEEL ( I /' ( I O I ` f I 1 P SISTER 3X10 TOOR GALVANIZED if / ( VERY 3RD. RAFTER WOOD SCREWS W/ V / ( \ O WASHERS @ 12"O.C. I ( ( I \ ( ( I ll � WINDOW SILL 1 i ' 1 `I f / t \I� Prosect Title: Report date: t3215f15 I II I I l i I Data filename: Page 1. of G • j e - - 3X10 COLLAR TIE @348"0C48"OC 0 1 1 I - I I 1. 1 1 I - - REMOVE EX.CEILING r24"OC .1 71 • UN PARALLEPIPE OL NEW BEAMS TO MATCH CL WITH ROOF LIVING ROOM - W l I I I I / 1 •I I 1 it ..I • ` Z 11111 11111111 i 1 .. iiiii7I z V— * I --- ( oil III 0yWON EXISTING INSULATEIM I « WALLS J X JI ( I I[ i ( II ' _ QLO REMOVE UPPER OCO JIf COJ I I I / I / COLLAR TIES y '` * ( ( ( 00f I I ( ( . �S. liti- I � / 1 11111 IIIy J/ IG/ V3/4"SUBFLOOR «! �/� O. 1.- r'12^OC — _ - _- - 2X1O FJ Com,6"OCIv J (n• r) ' v RAISE 3X10 COLLAR TIES UP 1o'-O"AFF i '`II CD `0COl --- •• .. - .- . .. . . .-. W U) CI1 I 0I • 2X6 PT TOP PLT. 2X6 WALL,16"OC' 2X6 Pi TOP PLTp 2X4 WALL,16"OCPT BOT.PLT. 2X4 WALL,16'OC p•. EXISTINGLL – \ 1 I , 3/4"APA PLYWOOD ,ti2X4 PT BOT.PLT. 2X4 PT BOT.PLT. •, ` OSHEATHING C I { \1 I I Ct I I ' 1.00 I 1 �I\ 'O \ I,C ° Ir ,"`bL•I� ` MR=MINIM- I -/ ( 1 / i .1111/_ / SECTION B-B ® I I Oo ) oi I m-tr SCALE: 1/4" = 1►_0rr c ( / ( ( / ( c y._ 2X4 DF#2 r If � I --STUDS I ( If I I I I I A ] - :: I I L —r. s J l l _ .. I. :I.�) . _I .)_- 1 I ( —_-- —�_ ( 001. fiat I I ( . �.�. _ 1�_ Si L----- y- . `� DRAWN BY: 3F J I I1) 1 ) I if-)1 I I i I #10 STAINLESS STEEL F �� J I I ) OR GALVANIZED .n WOOD SCREWS W/ ( (II I I C ( I I I 1 ' I I WASHERS @ 12"O.C. •.. 2/19/2015 MULTIPLE PLYWOOD ASSEMBLIES ••e SCALE: SEE PLAN 2-2X4 DF#2 STUDS CONNECTED .. TOGETHER WITH STAINLESS STEEL a: OR GALVINIZED BOLTS W/WASHERS 4, AND NUTS @ 2'-0"O.C. *�� � SHEET N : WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL , • _• . . . . , '`, ���, �,, , 0 AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) , e L� ++ `�/.°�"\ ��y{� �%✓ WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" `k..:, `VI . ' a, -AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO r,. °;.> - \ '�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 SECTION C-CJ f :`-, CONSTRUCTION CODE). THIS IS NOTA SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. a�/0 �----"' '%.,` LA\ 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. SCALE: 1/4" = 1r-Or' � r- ;,,r)... / Q HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 1 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE TI-4E FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACI-IIEVE MAXIMUM UPLIFT LOAD CAPA4CIT1', 1.����� ill _KINGSTUDS ,....oh• e r, ENDWALL CRIPPLE STUD ' ' RAFTER WALL STUD :'; lirl ' ' '� BOTTOM PLATE �\ :i `RIDGE �� BATHTUBLEDGER 1HEADER r ''111 \/ / - DOUBLE JOIST11111140t" 4 f ` ` IIISIDEWALL �'� + j'`�` /� �� RAFTER ,� ''\ 1/ ( II 1JACK STUDS � (IFLOOR USP NUMBER DSCRIPTION APPLICATION ' ' `' 'HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ( I1ST. ADSS III ANCHOR TO FOUNDATION W/ANCHOR BOLTS '� VI BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ZZ c:4 2ND. ADS5 ANCHOR PLATES OF 1ST.FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS. UNDER WALL. 0 THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE I-1 BLACKING @24"OG0 �-I CA WALL STUD is., g THROUGH-ROOF EXHAUST w v. �� VENTS SELECTED ANDlimm... rtE-.1 Z LOCATED BY CONTRACTOR METAL STRAP —11#-P.' • CRICKET AT TOP-SIDE OF C__ 1 „E-1 VENTILATION CHANNEL RIM BOARD Q CHIMNEY RAFTER 11A111, AS REQUIRED WALLSHEATHING RAFTERS w 4-1 MAINTAIN �.S w W SILL PLATE(S) 9 WOOD JOIST I� ' � t ' - SIDEWALL FLASHING , , VENTILATION 1 M gFOUNDATION — Q TOP PLATE ,L,, p.� ` BLOCKING BLOCKING ` ' M � W O FINISH WALL AND MOISTURE ► 5 _ /, 2x4 LEDGER :� I)/ BARRIER TO LAP FLASHING01 ,�,�,� � `` IISTAPPIMIG TO BE ATTACHED TO WALL STUDS @48"OC r 2x4 SOFFIT JOIST E"'I AT WALL-- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A ' C AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA i BETWEEN WALL FINISH AND \ MINIMUM NET FREE VENTILATING AREA '�, fI `I �� I� `� �" eN FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD "J NOT LESS THAN 1/150 OF THE AREA OF �1�_il GUTTER III N INSTALL 4'0"O.C. / , , ROOFING TO AVOID SOAKING WOOD GIRDER �� Vii THE SPACE VENTILATED. ALL OPENINGS I4"-8" LSTA24 1-1/4"x24"20ga. STRAP AND JACK STUDS ' ' SHALL BE COVERED WITH CORROSION- GONTIN. SCREENED VENT ���) r--•I ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/EXT. PLYWOOD INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 14 INCH IN DIMENSION. SOFFITED EAVE 8"-14" LSTA30 1-1/4"x30" 18ga.STRAP AND JACK STUDS . AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOREACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. .• ACTION CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS KEEP ROOFING NAILS OUT SOFFITED SAVE DETAIL 2ND. FLOOR WALL / OF FLASHING 4 , ROOFING LAPS BASE FLASHING 4 INCHES • __.„ .. .. BASE FLASHING WRAPS CORNERS RAFTER g 441 RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING 11411 r SIDES 4 INCHES AND LAPS NAILED TO SHEATHING y SHINGLES AT BASE MIN. 4 INCHES I THROUGH VENT - 41N . _ { ' WOOD JOIST 441 ' D. • TOP PLATE f •GIRDER/HEADER '1i1 ;� 1SIDE WALL FLASI--FING �►p� ® ��1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OG WOOD JOIST t�� 3AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD Or FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS // INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4"-8" LSTA36 1-1/4"x36" ACTURE UFD 18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION 9 LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANKEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS — INSTALL 4'0"O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE 8"- 16" MSTA48 1-1/4"x48" 16ga.STRAP AND JACK STUDS CONNECT OVER - CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2"HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE. ay REDUCE BUMP OUTS Q., DBL.SILL PLATE ���� IX TERMITE SHIELD V SUBFLOOR W SILL GASKET WOOD JOISTS �" NEOPRENE W TYP.CONC. FOUNDATION ^ CONC.SLAB ,_ DAMPPROOF EXTERIOR 6 MIL.POLY ' GASKET ^'� 2x6 /2x8 CONTINUOUS WOOD PLATE v �n 6MIL POLY ON EXTERIOR GRANULAR FILL 1�' ,--, V .� V ` STEEL COLUMN )',� - ���\ 1/2 rBO" DIA. COLTS B48" o.c. STAG. zCflzLo v .\ . CONC.SLAB s A:,.,iOPPIIIIIIIIII :.• Af0 U-} `D d ° ROOF JACK �� \\ '��j'` W C�`° ° n I., �,y �?�t;��y�� �. � '!; %� /1111, ° f \ ` .— • STEEL BEAM J 11*/ I I) RI V COMPACT FILL 9„7.40411p •�4•`..t., 4" x 1/4" x 8 STEEL 0 0 co A ' �, -; ` ROOFING LAPS �� TOP AND BOTTOM PLATE 4 KEYWAY FOOTING P v n ° 4 -° ^ FLASHING AT WITH 1/2" x 6" ANCHOR BOLT _ N. rc ° •u CONC.FTG. ►'p • Q'A . G'o- USE WITH 3X3 SQUARE WASHERS SIDES AND TOP �� _ ,ti-•.��.,, ;;;, itt: ' a ANCHOR BOLT CONNECTION . 1/2" GROUT 0 O REINFORCING BAR (USP LBPS58 OR BP583) �h ' 3" STEEL COLUMN v) (� DRAIN TILE . t ) • V • ,� ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA.ANCHOR BOLT Q `' SUPPORTING MAXIMUM SPACING FLASHING LAPS v•� I I ( 10 KIPSCO SILL PLATE TO FOUNDATION ROOFING AT BOTTOM ,- W co (CRAWL SPACE OR FOUNDATION) II- 1 STORY 72"OC SILL PLATE TO FOUNDATION TYPICAL SEAM DETAIL TYPICAL CONC. FOUNDATION.APPLY PILASTERS MIN. 3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC. FTG. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36 OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. n/ WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC LL (SLAB-ON-GRADE) ROOF JACKS VENTS DETAIL `� O. CONC.SLAB I f r SUBFLOOR6X6 10/10 WWM IDOOR FRAME �COMPACT FILL , CxARACsE- ' DOOR I Q JOIST „0 USE 2X8 1\ ��� BLAB II = FOR BLOCKOUT STEEL BEAM r< P.T. PLATE leillr:,- •-g-...- \ W/ 6X6 WMM SLOPE r vp , o.`�, v ° y h"DRIVEWAY—® NOTCH JOIST AND ADJUST HEIGHT DRAWN BY: JF 1/2"AIR ACE < < " I/2'< D ° (WITH A NAILING PLATE IF NEEDED) AT END AND ��.- ��-• o' ,- p ° n' A :4, , „,4. TO BE APROX. 1/2"OR HIGHER THAN DES OF WOOD •=•��•�► o > A 4 -"---Z-- -zr-' - Y' "71111 �ai • , D D a ; ; so" �••�' STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE ° �' �- �� • BEAMS �� '��'� �` •' (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED 2/19/2015 "�:, '4 L:'4 p,,",j ."•}its 4 4 - 4 D ° 4° ° ° �����! ��•��. 12" ^�{ 40V•�:y• . 6X6 W.W.M. .,� • c • ° ► 4 . i1-ar!i l l .1 MIN. : �-' a,'° c ° . ?�1i•' \'^ J 't L!'A /!', '° '41F---___________ NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM liA , a n . 1 r SUBFLOOR c. s...• ` D A •4 C.•;� �,:; •' 4 ,•....- REINFORCING BAR - - NOTCH EQUALS 1/4 DEPTH OF BEAM I - . D e REINFORCING BAR o,° - p n a°,A'� �D _ ° III—I I �^ DRAIN TILE I. ►f - - �---- f OISr SCALE: SEE PLAN 12" ‘° o L SHEET METAL/30#FELT UNDER BEAM AT POINT I". ° 4 L)'n a° ' a° A - OF CONTACT WITH CONCRETE OR CONC. BLOCK I ii �-'•""' �" " ' � '" I STEEL BEAM ° I .- Q. 3�� TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM >< �{I.t PLATE(BOLT ETTO BEAM);.> SHEET N O. REINFORCE FOOTING WITH (2)#4 REINFORCING BARS. \ 3 GARAGE DOOR 13LOCKOUT MINIMUM BEARING SURFACE FOR WOOD BEAM - l r , QV. 9'=r t, BEAM POCKET '�lari:;';---,,,A% %� C 1 *Lc GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE �- PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION -------------------•--.° = -- --- ----------------- - ------ 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES BUILDING USE 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 TOP PLATE 10'WALL: 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 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'WALL: 4-8d COMMON JOIST State building codes. 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 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 CURRENT SBC (NIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL _ sound and a weatherproof completed 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 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM -SBC LAP NAIL EXT. BALCONIES 60 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 COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM -SBC END NAIL ATTICS W/O STORAGE 10 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 _gd 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) (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 V> W �+ 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 FRAMING: STAIRS responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL 40 Z Z construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING a NOTES GAURDRAILS (ANY DIRECTION) 200 f--I precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts.Anchor bolt TOP PLATE TO PER FACE NAIL EXPOSURE GATAGORY ► .'{ 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, 2 - 16d COMMON 0 V) anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4- 16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE _! 4.1 I im.m.".INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAIL Sr,: FIRE PROTECTION 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 16" O.C. FACE SEE FLOOR PLANS w L such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL (SMOKE CO2 DEtEGTORS) ® w 1 -1 in table 3.15a-b. TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION LLJ Iiig 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 1.--- Q 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2- 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA J O length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING CV GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. FLOOD 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) '-4 Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when , CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. (MIN. SOIL STRENGTH AT 2000psi) NAIL NAIL interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING NOTES ,�:: MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 110 B SEVERE 3 FT. 11 NONE 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE N� TO HEAVY MODERATE - concrete or masonry walls occuring in exterior or unheated interior areas. 4 -8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS' 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL 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 -8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#4 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. SHEATHING LOCATION NOTES BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOEINTERIOR ZONE 8d COMMON 6" O.C. 8d COMMON 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) 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 3- 16d COMMON BLOCK NAIL @ @ NOTE: 2 FOR PANEL FIELD 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 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24"access opening. Install one attached with the above requirements. TO BEAM 3- 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 -8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 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 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 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). per2). Girders for deck joists to be bolted to each as Drainagetown and N.Y.S. Residential Construction Code. post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. SILL OR TOP PLATE 2- 16d COMMON FOOT SEE NOTE: 1 FRAMING NOTES Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 112" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING. 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 Wind3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7" 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 1 truss framing members with G>0.49. For AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d WALL SHEATHING REQUIREMENTS FOR WIND LOADS:2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. WFCM -SBC Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings rafters to be spaced at 16 inches o.c. unless noted NOTES g P 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. w 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10#2 + BTR. Doug. Fir. Et GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 5d COOLERS W Bearing wall headers to have (2)jack studs and (2)full length studs on each side of allWALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 ,, Z 6). Concrete piers shall be a minimum 6" above grade. _ • openings. LVL headers to have (3)jack studs and (2)full length studs on each side of WALL SHEATHING: NOTES openings. Bearing wall window sills shall also have (2)window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire togirder(s). NAIL NAIL z Cfl z Ln and blocking where applicable. JOINT DESCRIPTION Q-� SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. W 5). All flush beams/headers to be installed with heavy duty galvinized hangers and 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall _J X 0 N anchors where applicable to all connecting joists. PLUMBING NOTES PANELS WFCM - SBC be used. Q 0 0 7/16" OSB 6d COMMON 3" O.C. EDGE LO z CO i I` 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 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 O . I-- ^ Floors to have ceramic tile 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. 5d COOLERSCo O D M on plans. WALLBOARD 10" O.0 . FIELD 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. (/) 0 , 0 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING:EATH I N G 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists NOTE: W CO under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL LL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION QTY SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY \ 0 8). Provide insulation baffles at eave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. HVAC SYSTEM NOTES 1" OR LESS 8d COMMON 12" O.C. FIELD 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. '` CL 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2 thick, 4-ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES:2 ). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10). Unless otherwise noted use 3l'4"thick T&G PTS Fir or Advantech I ood subfloor THESE NOTES ARE ONLY TO BE (REFERRED TO IF p 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed Fireblockingshall beprovided to cut off all concealed draft openings vertical and over subfloor as per manufacture's instructions. equipment supplier. (bothhorizontal) 1). Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories, and between a top story and the roof space. 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 Fireblocking shall be provided in wood-frame construction in the following locations. 11). All bathroom walls to have 1/2 thick moisture-resistant sheetrock. Garage walls and Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher DRAWN BY: 3F ceilings and over furnace to have 5/8"thick type-x sheetrock. All other parts of building shear capacities, nailing requirements for structural 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor to have regular 1/2" sheetrock. All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled, or alternate connectors, levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 such as shear plates, shall be used to maintain load path. feet. Batts or blankets of mineral orglass fiber shall be allowed as fireblockingin walls constructed 12). All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1). All electrical to be installed as per N.Y.S. Residential Construction Code. 2/19/2015 approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM using parallel rows of studs or staggered studs. 2). When wall sheathing is continuous over connected torch down type material over. 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, SCALE: SEE PLAN to be reduced to1 - 16d nail per foot.. dropceilings cove ceilings. All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 9 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces L(.1 SHEET N O under stairs shall comply with N.Y.S. Residential Code. <,f' �`l 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of r ti�3 a� I �, ,, flame and products of combustion. 'it• - tuu ir`' u'1! 0 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. *,- ., �o �yv Q