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HomeMy WebLinkAbout40118-Z `,,�O�gUFFDI,��Oy Town of Southold 4/21/2016 P.O.Box 1179 y 53095 Main Rd #1,04' * Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38245 Date: 4/21/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 9160 Great Peconic Bay Blvd, Laurel SCTM#: 473889 Sec/Block/Lot: 126.-5-10.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/28/2015 pursuant to which Building Permit No. 40118 dated 9/25/2015 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: "as built"partially finished basement with bathroom and gas heat installation for converting a seasonal dwelling to year round use, new deck addition and alterations to an existing one family dwelling as applied for. The certificate is issued to Froehlich,William of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40118 10/16/15, 4/7/2016 PLUMBERS CERTIFICATION DATED A/4 rite Sire 4a "a4SUFFo(i-COG_ TOWN OF SOUTHOLD ` , BUILDING DEPARTMENT • y TOWN CLERK'S OFFICE - , o +` SOUTHOLD, NY i,v ... BUILDING PERMIT _ - 3 (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF'APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40118 Date: 9/25/2015 Permission is hereby granted to: Soumas, Elizabeth & Orr, David PO BOX 366 Mattituck, NY 11952 To: legalize "as built" bathroom and installation of heat as applied for. i)— '-'1, S' .WAlv (Ac-lv,,c(Lk t-kzosddrfi4\ At premises located at: 9160 Great Peconic Bay Blvd, Laurel SCTM #473889 Sec/Block/Lot# 126.-5-10.1 Pursuant to application dated 8/28/2015 and approved by the Building Inspector. To expire on 3/26/2017. Fees: AS BUILT - SINGLE FAMILY ADDITION/ALTERATION $400.00 CO -ALTERATION TO DWELLING $50.00 Total: $450.00 dip . / 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 completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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. New Construction: 9i t`/ Old or Pre-existing Building: (check one) Location of Proper v 0 Co Lt``L 44,i /34/1' Z-6- House No. v Stree Hamlet Owner or Owners of Prope t f [ C Z% "� Alf: Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. q0/1 1 ' Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certate Final Certificate: (c ore) 5Fee Submitted: $ V J v ) / I, I Appli..nt Signature _ 1,,#IF ' - /'g�®� F $®(/J®e Town Hall Annex 1 If, : Telephone(631)765-1802 54375 Main Road : t Fax(631)765-9502 P.O.Box 1179 % � i • r roper.richert(a�town.southold.ny.us Southold,NY 11971-0959 : ,.r' 4% 1� 01 _, i's4 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: William Froehlich Address: 9160 Great Peconic Bay Blvd City: Laurel St: New York Zip: 11948 Building Permit#' 40118 Section' 126 Block' 5 Lot 10.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 13 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 6 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures 7 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Combination Smoke/ CO Detector Notes 40 ' 2Inspector Signature: ► Date: April 7, 2016 Electrical 81 Compliance Form(1)xls ,,/.„ iii'--__ oi•i Ag soop,= Town Hall Annex . Telephone(631)765-1802 54375 Main Road i 4, iilig ; Fax(631)765-9502 P.O.Box 1179 th% `sa 4 Southold,NY 11971-0959 .`Ol� �Q'/1, roger.richerttown.southold.ny.us t U 50 , 0' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: William Froehlich Address: 9160 Great Peconic Bay Blvd. City: Laurel St: New York Zip: 11948 Building Permit#. 40118 Section: 126 Block: 5 Lot* 10.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE ' Contractor: "AS BUILT' DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 3 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment: "AS BUILT" - "ELECTRICAL SURVEY" - "NO VISUAL DEFECTS" 1-Exhaust Fan Notes: s.a::. Inspector Signature: Date: October 16, 2015 Electncal 81 Compliance Form.xls �o�,OF SOUTyolo, Own" TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG LUMBING [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /Alm / fC) 01. /./ j_k_a ./, 17"Lbt,71' 624 -1r)(61. g- AlPituz c-6 _ DATE f#. 0 INSPECTOR '"�o��OF SO�Tylo \; cou.r,,,.. .-\ ° () TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [1 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: .,,lic.v.fitd61111WMP DATE INSPECTOR , - ,' . s Iss_c4 \--"-COUlne/ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - , UNDATION 1ST, F ] ROUGH PLUMBING [ I4OUNDATION 2ND ] INSULATION {f'] FRAMING /STRAPPING ] FINAL [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLAT ON ))CAULKING R ARKS: SIC641. Pir.--- i A.Q . / ,-)4./...1/4) f cif'1Vi_es.)6.4.) CoA),Pp, i S . /: 44744t ----- del. ____...--- ".• A_...(-.4-d-.......ms...- / \k 1 / kitigrl_ .: '1- r\ DATE - '2-3 O' r INSPECTOR 4------(61 _I _.-- -__ 6,0,70 TOWN OF SOUTHOLD BUILDING DEPT: . 765-1802 INSPECrN , , , FOUNDATION 1ST' [ OUGH PLUMBING i [ ] FOUNDATION 2ND ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY , [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING c REMARKS: --LAJAL-114--)e`•sp (-0-(-01-W.S7 Ats° . DATEINSPECTOR ,o�OF SOU Ol 17CD [1101b. * *) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] 1 UL • • [ ] FRAMING / STRAPPING [ FIN [ ] FIREPLACE & CHIMNEY [ - ] FIRE S ETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Pte, g-isf-„„,) DATE 31-1 ! INSPECTOR ------------------ - , „io,' V\ '* fflIg; ‘‘. , \-tecoutrrA ., TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ' INSPECTION- { , FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL ' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION , [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION(ROUGH) ELECTRICAL REMARKS: — DATE INSPECTOR -411144" / . , . 1 Lfe R. g SOu-p---- ,''• iko% i:* c 41 ss` As --,00110,0" TOWN . SOUTHOLD BUILDI ' G DEPT. 765-1802 I - • N [ , FOUNDATION 1ST ] RO H PLUMBING [ ] FOUNDATION 2ND ] ' SUe., • . [ ii FRAMING /STRAPPING ] FINA Ad, [ ] FIREPLACE & CHIMNEY - ] FIRE . INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: / 6r" , e i fiirammf ; , - , . _ / k4.4 .. \ , / I i / DATE ti /-5---. ( c° INSPECTOR 4/— ' Condon Engonserting9 Poco New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 November 2, 2015 Mr. Gary Fish Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 _ Re: Permit No. 40118-Froehlich Dear Mr. Fish : I inspected the insulation and plumbing work at the Froehlich residence at 9160 Peconic Bay Boulevard in Laurel New York. The insulation was installed as shown in the plans and the plumbing was found to be properly installed and free of leaks. To the best of my knowledge, the insulation and plumbing work is installed in conformance with the Residential Code of New York State. If you have any questions please call me at 298-1986. Yours truly, r Com inr '\,�� ; in Ii di NOV - 9 2015 J, o �� son, P.E. - I ®irE I rc . ' ^L It .',....7,- 4.,A.7,- ; 4 ' r FIELD INSPE6TP* PORT, DATE �• COIv 11�MTS ' F OUNDA ON(1ST) •. .. • , . (• J . l . , . . ; FOUIVATION(2ND) .. . . . • --ZO 0 , a,,,3 • ROUGH FRAMING& . . . .• . ,. • - PLUMBING • *:7:' . 9'. p . I . ./ . . 0:5P INSULATION PEA N,y, . , , •, • H STATE ENERGY COTe ., . , _ , ._, . , "Q�y " �_ . / $ ./(( FINAL ' A -V4. . . - - —) • w . : _,.., j___,...e.z.f . 3 lici iePer444 — --e?"`-;;AAE.A-4Q A') : ::...1-e.--. , o(-Psicil .. cA -: ____ - ''. ..0406....,,. - - _ . 61-A-r----.... ., . . - i - ; J i . .01/CilI li \ r_ S-5 16 16 1)'' i-Qc- ' " 1 . r V . Ce/(4- y /�. -lei )T-- 2‘4..L22...,, . - , _Mt-- .Ap-06-da :,,) , , 04 .,) I, ei,../15-- ..._ rrl . i ii-tC.7 1S-1 5.--- (3 (__.?:j . r 6` Pari' . II --foe!?: '- r ?C /A Q . ' ' • ... (71: if.''''' • •'°( -•-• //,' e.4 f,,- , 4. .." • 4 . • . r"':,-4,s.. - •:" Q-A/7- /2 / /7-44 , Io . . . . ... • • ,,. , ,. - • . , . . • ., r 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°'r, SoutholdTown.NorthFork.n et " PER1MIIT NO. 0 g 1 Check ii: , >< ,.:4>s..-; '" •. .,; . . 'Septic,Form , . • , . N.Y.S.D.E.C. , Trustees C.O.Application Flood Permit ` Examined ,,f „ ,20r.' ', -, :: Single&Separate ‘7. -•"/ ° • ' ' • ' -`t'', S 'Contact: torm=Water'Asses'smentForm Approved ,20 Mail to: , Disapproved a/c Phone® 1/"(r` CJ��g _ Expiration ,20 aw [5.) �-, i f'— r r' ',, ,: - .. . - , [H .r, ��'/ it, r\- Building In per or - 3 } AUG 2 8 2015 j APPLICATION FOR BUILDING PERMIT°,. F ° • Date a-er- , 20/r ____ BLDG DPI : INSTRUCTIONS . T'1'vf,Or;,OILI r'n .- - - _ a.This application MUST be completely filled in by;typewriter or in kik and submitted to the Building Inspector with•4 sets of plan's,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'13uildirig Inspector will issue'a Building Perinit'to the'applicant. Sueh•a permit shall be kept on the premises available for inspection throughout the work. ,{ e.No building shall ibe occupiedor usedin whole or in part for''any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f..Every building permitshall expire_if the.work authorized has not commenced within-12 months after the date of. ' issuance or has not been completed within 18 months from such date.'If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for.an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to,theBuilding, epartment fpr.the issuance,of a Building Permit pursuant to the Building Zone Ordinance of the Town Of Southold,Suffolk County,Newyork,and other applicabl- Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations,or for,removal or demo_li ' r as-herein desc.• ...d. he applicant agrees to comply with all applicable laws,ordinances,building icode,tbonging co._ . d regulations, d ., a'/it authorizeIII d inspectors on premises and in building for necessary inspections. ' �, ./aii/alit, ' ( i_. ature of applicant or .me,ifa corporation)� / $ /3 v .s 7LJ l/s� to co" ‘ , (Mailing address of applicant)' State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder i P Name of owner of premises Citiomfra C - r'wavep 1`G (As on'the tax roll or latest deed) .. If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) t Builders License No. Plumbers License No. - . ' , . , . •: , Electricians License No. ,. Other Trade's License No. ' ' - . - ' 1. Lo ation of land on which propo ed work will b9 done: Z._,,,,,..a__Q . . , , House Number Streeti Hamlet 1 _ A `'.4 1i, '.qm.'e, ,110J i 1:),� P 0 ' I County Tax Map No. 1000' Section ' V '' •Block cs- s{. .e, 5Lot ' Subdivision Filed Map No. Lot 2. State existing use and occupancyof premises and intended use and occupancy of proposed construction: °a - ' a. Existing use and&cupan'cy ' b. Intended use and_oc,cupancy 11- f.xe'Se. _ `.�4.'Tkv�dO� `t-' ' 7-/e-6 ,-,r=tel `'`. •. '3. Nature of work(check which'applicable):New Building- Addition ✓ Alteration_ Repair Removal ' Demolition ' Other Work _ - , - (Description) 4. Estimated Cost .E . Fee (To be paid_onlfiling 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 m'ixe'd occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear ° Depth 6©6 C,."t ,209 Height � - - , Number of Stories / _ < Dimension of s me structure with alterations or-.additions; Front d Rear 5C 3 Depth (0,(9tw Height 2e>' :`2"' .. "t''-'''" Number of Stories f •- 8. Dimensions of entire new constructibii Ffont ,°T/o ` °1 ; „'- Rear`,,-'s ,.:°°'•_'• De thJ Y l® Height Number of Stories I 81, 1., ' 9. Size of lot: FrOnt Rear :. c'ia 7,°/.. Depth - - • . • 10. Date ofPurcliase • <; 'i •' `) '' Namme ofFdr er'OWner°- '"°k'= 'rl:"3. . ;',-a , ' . : ' . •, ' -- .. bpi( .: c'" ,111:,;',..')'�. .. i , . , • • 11.Zoneior u`se'd strictin''Which preinisesare'Situdna i1r_ 'J 'Jt�R: Vi ..:S'• ;c i''' ;iE , r,.' , l ' . 12. Does proposed con4trutio1f'f✓late a4 izi:,6ni4law,v:.ordinnc'eiflor r�egu•Iao5r .?.YES�;:ts. NO' ) '. I ' .✓t.:3.t a9 i' li! ;' ,;Fiffy ',t.i; "-t. "1 !, 1,;, .;r.. y,{ 13. Will lot bpre„gra ,YE ded? S. ;NO,. „Will,excessifiiyl,be.removed"from-premises?•YES;,. NO ; 14. Names of Owner,of premises.• .;,=;=.! ''A,. " ..•r; 'Address,: . --.4a.i .=r' 1i °.i . .,t: ;#Phone:No. :. , , Naineiof Architect•;: .. , nasi.. . .:,)f.C: . :'A. , , *!Ad"dress•1 . „t•, `:; "1 !,i Photne No-• _' ` • Naine;of Contractor, ' • .. '-:fj "I(' ;Address,-< ” ` . - '15 Phorie'No;' `'; -' ,1 ` ' • . , .,, _ , :r: ' ,ir> ii . - ar 15 a. Is this property-within 100'feet of a-tid'aFwefland'$r a`freshwater`wetlalidl-*YES''''''r NO.' ' ' * IF YES, SOUTHOL•D`TOWN°TRUSTEES` c'`D`.E.C.•PERMIITS MAY BE'REQUIRED' .. , ' ' , ` ,_ b. Is this property'within"30.0'fee`t`of a tid`a'1'wetl'and?.* .YES '`NO ';'4_ "' '. , * 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 )C * IF YES,PROVIDE A COPY. . . , : ,. °t•, ' 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, ..)_i 1. ` ,;;;;.. ; d,' d, .1;:,.. . (S)He is the ...„ ...,., _ , .. .. . .. ..._.. . . . ... . (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or haye performed the said work and.to sake and file-this'application; , that all statements contained in this application are true to the best of his knowledge_and belief; .that the work'will'becc, performed in the manner set forth in the application filed therewith. . .. , , ' ' '{ Sworn to before me this), °..= . day of,,,,011.1_ C�l 20/ -°/-A 10" ,k ,. . 1.4"-is\J- t° .-= :. ./€51A/\4‘ CONNIE D. AP ` / Notary Public , Notary Public,State 7-New York v gnature of Applicant - ' -- - , No.01 BUS185050 • - ' .- - Qualified In Suffolk County Commission Expires April 14,2, 01 , ' P- / �vsLFFc �TORMWAT]ER Scott A. Russell `.., ,, . SUPERVISOR 4 ° r MANAGEMENT SOIJTHOLD TOWN HALL-P.O.Box 1179 �y ) m 1 53095 Main Road-SOUTHOLD,NEW YORK 11971 1 4', 67- $� Town of Southold --"Pi �0i j 0 V CHAPTER 236 - STORMVVATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) ` DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: I (CHECK ALL THAT APPLY) Yes No .. • 0A. Clearing, grubbing, grading or stripping of land which affects more . than 5,000 square feet of ground surface. 0 EB_ Excavation or filling involving more than 200 cubic yards of material : _ . within any parcel or any contiguous area. , ❑]�j C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑l 1I . Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area_ s' 0 J . Site preparation within the one-hundred-year floodplain as depicted 3 " .. N on-FIRM-Map of .any watercourse. _ , . installation of neve 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. • -- - • S.C.T.M. 4: 1000 Date ' APPLICANT: (Properrtyy Owner.Design PrF30 fessional,Agent,Contractor.Other) D�triet NAME. lti"t u`c - G, 1`c/ Section Block Lot ii ki` -"-`-`- FOR BUILDING i.DEP�1F?-1':`IENT ?. '.1: ONLY -. Contact Inf.. • Ali _____________________________ T 1.\- f Z /� p Reviewed By" 1 � - - - - - - - - — - - — - — - - - Date 5IUC1 v/ lC---- Property Address / Location of Construct ion Work: X Approved for proceing Building Permit Stormwater Management Control Plan Not Required. -_ Stormwater Management Control Plan is Required (Forward to Engineering Depjr!ment 1 o Rcview) FORM - SMC P TOS \-,1A 7 2(11'; „ ,/iiia Town Hall Annex Z ' • : I ♦ Telephone(631)76_-1802 54375 M?in Road ♦ 1•.” :r c, V.. •:.. ;.� �� ro az(o"3i]Tod- d 2 P.O. sox 1179 ♦ �, Q ger_richert(atown_soutio�d.ny.us Southold, NY 11971-0959 :i y0'a1 • I BUILDING DEPARTMENT TOWN OF SOUTHOLD - i APPLICATION FOR ELECTRICAL INSPECTION r REQUESTED BY: Olt`��6'h c;,..e_ (LC CkDate: /n I !Company Name: - I ;-_ Name: •• _ • License No.: - , Address: §- ( # OC,,c I . �� Atir--ciu&K, fJtn, J7 - 1 Phone-No.: OS:97 �.- JOBSITE IINFORMATION: (*Indri_Gates requiredf� information) - • *Name: - , e G t'?4-t -��.U'j - *Address.: -{(C U -1-eC_octi c c ' _ a (u 4-*Cross Street: S c` , I - `--O _ Permit No.: 0// S) _ Tax•Map District: • 9 00 Section: lam(. Block: C Lot: /Q. f *BRIEF DESCRIPTION OF WORK(Please Print Clearly) -,.5 a v: 1 is l , (Please Circle All That Apply) ' .;J - Is job ready for inspection: - , 4",a/ NO. Rough In • Final I- *Do-you need a Temp Certificate: YES ) - - ' Temp Information (If-needed) - 3 \\Q *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other ,kCJ *New Service: Re-connect Underground Number of Meters Change of Service Overhead \rls' ' Additional Information: PAYMENT DUE WITH APPLICATION - - 82-Request for Inspection Form J fV1 L a ll f t � 1 /00 0 — /016 J.-- 10,/ TOWN OF, SOUTHOLD PROPERTY. RECORD `CARD .OWNER STREET C//j 1 VILLAGE DIST. SUB. L'LOT Cox ' .O;r, .9_, fritabes.aln Q 3 '6:\l c- Orr- r ;%( . - s"`✓. (r►-�6,nir �co„c`i c.. d/,,cult! . f/ ! ax,c441.-i., i l 6?, ,3 a 1 of i .FORMER OWNER - N E ACR. I S W c TYPE OF BUILDING / -,___:-yam RES. C) SEAS. VL. FARM COMM. CB. MISC. Mkt. Value 5.- 6/(4.2...-Dawn5i +6 Win441 Pcuyk 0-is-E.-4)0x4 06'9) 1c�\c--12,/5-,; —L4C 1 vs49'r-.Powi, '4 PowF, r LAND IMP. TOTAL DATE REMARKS r .t.t...6260t'�5 r r` (., ) n / 9 0 0 0 '1/ 1f///ice. g/3 '7.2 civ a , Y 2/9, re ecA re, /lI r-44a..k--, //,7�- 'i' 6, ,76) _ '2,4/--(4-)(a 7 =�U "=� / -'*//7/6-7 ._,/ 4Vg3 ,e,J? /c 3.�f G�d,1s/:-• �ec F0 19©a , V% /.,5(j-, ( Lt �S � Carry n p� ed� 7/ / -1_l,l�il_0.0(aua- icr"ma,-fls r Souw,as V Cc;cfii - A,/f 0, AGE BUILDING CONDITION1? : , NOW NORMAL BELOW ABOVE I FIRM Acre Value Per Valuetv Acre Tillable 1IP (1 , . . , Tillable 2 ` Tillable 3 , Woodland ; Swampland FRONTAGE ON WATER Brushland - FRONTAGE ON ROAD /z/0 ),(;_ d-iir `%: �� -( '„�� � - House Plot, DEPTH t`.�i1.� /1 0 Y _, - -..� I, BULKHEAD Totals 9 ,,,__,; "�°° 0„.„.,, DOCK i": r''',� 4. 7 ''. \{t -„-' 4, r, , R. !,-,, 1 •l.. if p,r r.IMC.. '� '.}. —_ " tFy/p{llf /, t.%,.A ky.•t7.211 f`J' COLOR ..■■■■■■■ r A ! N4, '`\,,��" ,,1� vim. F;". 1 �}a : t ' F:‘''''' 1 rte". '' ^-4411.,,e;.: r ar t AN C1,1 AMA V �1�.�®®�� '6,1.,-.,;, -..x. }" 1. '' '.7;!.., ` k--2 : .w, TRIM 3 MI IlliallE®ENNI Are z x111111111111.1111 il IMINIMIMMIlli III 111.®EN111111111111 , 4, 111111111111111.111 1 k. ; A -- ' -4 (, - b-,11111111111111111111111111 ) '. • 1 M111.�11�•�� Foundation Bath Dinette -, : nn. Bldg. - 3 0 � �� C� 0o 192 ��ti .c ° _ ' Extension Basement Floors ( r vt ,e., K. ili' Extension Ext. Walls p �.� Interior Finish il as•r LR. Extension Fire Place � � C\ Heat a DR. Type Roof Rooms 1st Floor BR. 1884 - r; 41 /�' /Recreation Room Rooms 2nd Floor FIN. B. Porch , ,.-2,1 A.t = 2 �(Q �t 1 Porch 17 ;, ,co Dormer Breezeway • Driveway Gee Patio0;e.'/�� ',� , c 'a J9 ,2-s ,� �' ' //O 2 , 1 O. O. B. i Total 6:-, 'J% - i I ori s ‘-'1'-j t ��Jim • ��,N S 6 ,...c) 7 , s.,., . .,...., „ .,. . 4-1;3\ `� . �� j��i,' . 8043 •,.3s 3 kr ° • ° _ A•N o °O . • Di 7 ///�y�/ " ° /• *.°F �/•9` 2�° �.t1J Ill '1 i� lUf Ir- r I - s I'L °, �� ��°s SFA s �. LJ OV Z 14, ° ° o ��/ sss °o •o \,�A ANNNEW B i •Z3.7.; i\' 4t:R.d,. & & \. r....Y ,0O , 4/ If •.. I 1 i\\ ' -.,I \ . t r' , r 1 Iii,17 ° O /N� o4yI 1U \. Q Q� 8- G e `V J of ° ��° P/ O LOT 0 �O o�°= WOOD TIE ° / (( �-�. os's. WOOD TIEI .� P/ 0 LOT ARBORVI7AEv.....� WOOD WALL_ N 85°30'10,, W0.4S p" 1 0'S. WOOD WALL .. - ;5 MpNFO::::14. 6114C ) �6 ' � LOT ®BUSCH 185. 18' .. STEVEN R�F v ce UNAUTHORIZED ALTERATION OR ADDITION & LOUISE � TO THIS SURVEY IS A VIOLATION OF CARDINALS—BUSH SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. y� COPIES OF THIS SURVEY MAP NOT BEARING � Yr `� / v' THE LAND SURVEYOR'S INKED SEAL OR lk EO BE MBOSSA SEAL TRUE HALLCNOT BE CONSIDERED PY CERTIFICATIONS INDICATED HEREON SHALL RU ONLY TO THE PERSON FOR WHOM THE SURVI IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION CERTIFICATIONS ARE NOT TRANSFERAB .l f f SURVEY OF �/O ' MAP OF LOT A. L. D OW\S FILE No. 21 FILED AUGUST 14, 1929 SITUATE • LAUREL ° P 4, _`'�`�� TOWN OF SOUTHOLD m��=J� / �_� SUFFOLK COUNTY, NEW YORK O • �J�m �y S S.C. TAX No. 1000- 126-05- 10. 1 1. ��i 0 I co 'm y . 6 S 3 2S,, SCALE 1 "=30' P� 'IlI •3s3 E OCTOBER 16, 2015 ° 4•/ - o�Gyo• ° - 4. u-' AREA = 14,782 sq. ft. - ° ° / ��%� rotik. 0.339 ac. 0 P / - / 6 �o Sr piOy} is °° Ftic S�/Fs� P • r c °° g/ ,,,C„)'p‘ _06``.No \ 9a Q77' r + P V ° 4 �4,/ ass 1tooO - 1, \.S�� CI Yd O °> ° • -2• e�� AFa gp9F�p�y \:ti dr e 411.011.111. NV _ �F N 4' 11.1.11.111r .� ; 4' \. ,t.,_.c.) O oy °• ,O / 03Q P 4 i----k- PREPARED IN ACCORDANCE WITH THE MINIMUM p0 �Y� Qo m° 'I `. - _ BY TSTANHE I A LOS AND APPROVED R TITLE SURvEYS AAND S SADOPTED O FOR SUCH USE BY THE NEW YORK STATE LAND °• P /J. N I E�NGE TITLE ASSOCIATION o ° = oa I P/ 0 LOT 09 '55,., �b , ° J= I P/ 0 LOT O CC /o._ `�o WOOD TIE oss I �� t • ° / WOOD TIE °° r P A g RV17,- "� PS F, NO MON I A1,4 Z t WALL 04's CO �• ^ . NpI 85'30'10" W 1 0'S WOOD WALL E° •‘.4 'VO 6� ava . I \ 467 ` . ° 185. 18' �o `r LOT ® oo N.Y.S. Lic. No 50467 N�O�F UNAUTHORIZED ALTERATION OR ADDITION �,y v� TO THIS SURVEY IS A VIOLATION OF '�— -yf STEVEN R. BUSCH SECTION 7209 OF THE NEW YORK STATE Nathan Taft Corwin III & LOUISE CARDINALS- EDUCATION LAW BUSH COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED ' TO BE A VALID TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- • TUTION CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 i ,'': ANY, NOT SHOWN ARE NOT GUARANTEED. 35-215 P I' e` '' REScheck Software Version 4® .2 i Compliance Certificate Project Froehlich Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 9160 Peconic Bay Blvd Bill Froehlich John J.Condon, P.E. Laurel, NY 9160 Peconic Bay Blvd. Condon Engineering Laurel, NY 1755 Sigsbee Road `, Mattituck, NY 11952 298-1986 t om�plianee°Passes • o o -; a . Compliance: 4.1%Better Than Code Maximum UA: 222 Your UA: 213 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies ' Gross Area • Cavity • Cont,' • Assembly or R-Value R-Value U-Factor UA Perimeter. Ceiling 1: Flat Ceiling or Scissor Truss 1,149 30.0 0.0 0.035 40 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,149 30.0 0.0 0.033 38 Wall 1:Wood Frame, 16"o.c. 256 14.0 0.0 0.079 18 Window 1:Wood Frame:Double Pane with Low-E 6 0.330 2 Window 2:Wood Frame:Double Pane with Low-E 8 0.330 3 Window 3:Wood Frame:Double Pane with Low-E 8 0.330 3 Window 4:Wood Frame:Double Pane with Low-E 5 0.330 2 Wall 2:Wood Frame, 16"o.c. 324 14.0 0.0 0.079 23 Window 5:Wood Frame:Double Pane with Low-E 8 0.330 3 Window 6:Wood Frame:Double Pane with Low-E 8 0.330 3 Window 7:Wood Frame:Double Pane with Low-E 4 0.330 1 Door 1:Solid 18 0.390 7 Wall 3:Wood Frame, 16"o.c. 256 14.0 0.0 0.079 18 Window 8:Wood Frame:Double Pane with Low-E 8 0.330 3 Window 9:Wood Frame:Double Pane with Low-E 6 0.330 2 Window 10:Wood Frame:Double Pane with Low-E 6 0.330 2 Window 11:Wood Frame:Double Pane with Low-E 6 0.330 2 Project Title: Froehlich Report date: 08/27/15 Data filename: Untitled.rck Page 1 of 2 -4 • • Gross Area Cavity Cont. • Assembly "- or R• -Value .R-Value U-Factor UA Perimeter Window 12:Wood Frame:Double Pane with Low-E 6 0.330 2 Wall 4:Wood Frame, 16"o.c. 324 14.0 0.0 0.079 21 Window 13:Wood Frame:Double Pane with Low-E 6 0.330 2 Window 14:Wood Frame:Double Pane with Low-E 6 0.330 2 Window 15:Wood Frame:Double Pane with Low-E 6 0.330 2 Door 2:Solid 18 0.390 7 Door 3: Solid 18 0.390 7 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck _•iN: 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. _ Name-Title Date Project Title: Froehlich Report date: 08/27/15 Data filename: Untitled.rck Page 2 of 2 - NAILING SCHEDULE PLAN CON I LN I S: G \ R A \ 01-1- WIND FRAMING NOTES S 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pat of rafters In accordance to table 3.4. NAIL NAIL BUILDING USE DWELLING When a colar tie Is used In leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QTYSPACING NOTES BUILDING HEIGHT 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 TOE-NAIL TOTAL SQ. FT, OF CONSTRUCTION TOP PLATE 10'WALL:4-8d COMMON RAFTER 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEIUNG JOIST 8'WALL:38dCOMMON EACH DESIGN CRITERIA PRESCRIPTIVE AS PER N Y.S. RESIDENTIAL CONSTRUCTION CODE AND Intent and framing cabala.They are Intended sa a conatnuctlorh aid,not a substitute Lateral frarnlng and shear wall oonnectioria for ratter,eating or truss 14 top plate shell be In TO TOP PLATE 10'WALL -S d COMMON JOIST TOE-NAIL 1995 SBC HIGH WIND EDITION. WOOD FRAME CONSTRUCTION MANUAL for generally accepted goodbuldingpracticeandcompliancewHhcurantNewYork accordance totable3.3.Whenarafterortrussdonotfailinlinewithstudsbelow,rafters State bolding codes.The General Contractor is responab a for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEIUNG JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES construction details and procedures to ensue a profesabrooly finished,structurally the to the wall stud with uplift connections.Roots overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL EXT. BALCONIES 60 sound and a weatherproof completed product shalt be corrected with uplift connections ii accordance with table 3.3c. CEIUNG JOIST LAPS AS PER TABLE 3.7 EACH FACE DECKS 40 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTTTION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10 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 ATTICS w/ STORAGE 20 These codes are to be considered as part of the specifications for this building and accordanceTO WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS with table 3.3b.When wall studs above do not fall in Ire with studs below,the - ROOF (GROUND SNOW L0AD) 45 should be adhered to even If in variance with the plan. studs shall be attached to a common member in the floor assembly wiih uplift connectors in BLOCKING 2-8d COMMON EACH TOE (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 accordance with table 3.3. _ TO RAFTER END NAIL ROOMS (SLEEPING) 30 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-18d COMMON END NAIL STAIRS 40 First wall studs shall be connected to the foundation,slll plate,or bottom plate with uplift G A U RDR AI L S (ANY DIRECTION) 200 4).The engineer 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: responsibility for construction coordinating with these plans,nor responsblity for foundation and slab-on-grade,15 inches In masonry block foundations,or lapped under - NAIL NAIL EXPOSURE C A T AGOR Y 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 NOTES bottom plate, washesshallbeusedwiththearxhortxlta.Anchorbolt QTY. SPACING LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION precautions end programs in connection with the work.Them are no warranties for a ple squareTOPpLgTETO PER FACE NAIL (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE 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, TOPS 2-18d COMMON FOOT SEE NOTE 1 NAILING SCHEDULE SEE GENERAL NOTE PAGE anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5).Refer to the Wridow and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 4-16d COMMON INTERSECTIONS FA.SIDE NAIL 5 Y M.: 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: - FIRE PROTECTION or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7118 inch wood structural panel on the exterior STUD STUD 2-16d COMMON O.C. FNAIL SEE FLOOR PLANS (SMOKE & CO2 DETECTORS) attached with 8d common nails at 6'o.c.at the panel edges and 12"o.c.In the field,and TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 7).The General Contractor is to consult with the owner for all built-In items 1/2 inch gypsum walboard on the interior attached with 5d cooler nails at T o.c.at panel HEADER ADE ER 16d COMMON ALONG EDGES FACE NAIL 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 ENERGY CALCULATIONS RESCHECK 3.5 RELEASE 1 In table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END 8).Wind load requirements shall be taken into account during construction. ' PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO ' FOUNDATION NOTES: Type II exterior iiharwalls shall meat the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-18d COMMON PER FACE NAIL length 1).The General Contractor and Mason to review plans,elevations,details and notes to adjustment factors In table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1.2 determine Intended heights of finished floors)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: Allowable sidewall lengths provided In table 3.14 shall be permitted to be Increased when NAIL NAL 2).Al roofings to rest on undisturbed(virgin)soil.Assumed bearing 3000psf interior sheenvals are used.Sheathing and connections shall be In accordance with JOINT DESCRIPTIONQT f. SPACING NOTES 2.4.42 and 2.2.4 respectively. 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA concrete or masonry wale oc curing In exterior or unheated Interior areas. 8). 4-8d COMMON CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Sill,TOP PLATE OR GIRDER JOIST NAIL GROUND WIND SEISMIC FROST WINTER ICESHIELD Header and/or girder connections shal be attached with uplift connections In accordance BRIDGING EACH TOE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT ROOD 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sillplates shall be have steel connectors in accordance with table 2-8d COMMON HAZARDS be Installed with#4 re-bar,18"long at 12'o.c..Use approved epoxy for Installation. 3.5. TO JOIST END NAIL - LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED BLOCKING 2-8d COMMON EACH TOE MODERATE SUGHT TO -- 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.l..Concrete to be 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES - poured on 4 Inch thick sand or gravel fill with 8x6 wire mesh reinforcing.Interior slabs Where a ridge le to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE - to be minimum 3-1/2 inch thick. anchored on top of the beam or slope connectors shall be attached to each miter-to-ridge SILL OR TOP PLATE BLOCK NAIL abrgtheopenoeiinnppertofthebuidirg.Connedionstotheridgeandwalehallbebe LEDGER STRIP EACH FACE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 8).Crawl spaces to be provided with a minimum 18'x24'access opening.Install one attached with tie above requirements. 3-18d COMMON req TO BEAM JOIST NAIL I NAIL SPACING NAIL SPACING AT INTERMEDIATE 8x18 cast iron foundation vent for every 150 sq.ft.of area. '- - - � SHEATHING LOCATION NOTES JOIST ON LEDGER PER TOE _ AT PANEL EDGES SUPPORTS IN THE PANEL FIELD DECK AND COVERED PORCH NOTES: 3-BdCOMMON 7).Dan;hproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL 4'PERIMETER EDGE ZONE 8d COMMON©6'O.C. 8d COMMON 0 6"O.C. SEE NOTES:1,3 - N.Y.S.Residential Construction Code.A 6-ml polyethylene film shal be applied over 1).Unless otherwise noted,all framing materiel to be#1 ACO pressure treated lumber. BAND JOIST PER END NOTBOTH the below grade portion of exterior wells prior to baddling. MI fasteners,hangers and anchors to be gaMnlzed or stainless steel. TO JOIST 3-18d COMMON JOIST NAIL INTERIOR ZONE 8d COMMON h0 6'O.C. 8d COMMON 017 0.C. SEE NOTE: FOR PANEL FIELD FIELDS) - 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMON PER TOE NAIL GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON®4"O.C. 8d COMMON 4"O.C. SEE NOTES:1,3 FRAMING NOTES Girderson concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE ROOF SHEATHING: FOOT SEE NOTE:1 r NOTES Into concrete with a minimum 1/7'die x T long anchor bolt with washers and nuts. 1).Al framing techniques and methods as prescriptive design of 2001 SBC High Wind 3).Posts supporting girders shall be anchored to a 17x1Tx1 Y thick concrete footing. JOINT DESCRIPTION NAIL NAIL NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Ecitlon Wood Framing Construction Manual. Use a minimum 1/7 dia x T long anchor bolt with washers end nuts.Footings Shal _ QTY. SPACING be 3 ft.below grade.Concrete piers to be used with all porches/decks with roofs or pergolas. STRUCTURAL PANEL 8d AS PER TABLE 3.8 1).For roof sheathing within 4 feet of the perimeter edge of the mot,inducing 4 feet on each side of the roof peak, 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC the 4 foot perimeter edge zone attachments required shall be used. Fir. 4).Deck joiststh have bloddng at 8'0 0.c.. . -CEILING SHEATHING: 2).Tabulated 12 ihci o.c.nail spacing assumes sheathing attacied to halter/truss framing members with G>0.49. 3).Floors,walls,ceilings and rafters to be spaced at 18 inches o.c.unless noted 5).A minimum of 10 Inch flashing shall be Installed between the building and ledger. NAIL NAIL For framing members with<0.42<G<0.49,the net spacing shall be reduced to 6 inches o.c. otherwise. NOTES Ledger to be fastened to building wllh 1/2"dia.bolts with washers and nuts DINT DESCRIPTION QTY. SPACING 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR Doug.Ft. where _needed. - GYPSUM T O.C.EDGE 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For 5Bearing wall headers to have(2)jack studs and(2)full length studs on each side of al 6).Concrete p�shat be a minimum 6"above grade. WALLBOARD COOLERS 10'O.0.FlELD iramirg members with 0.42<G<0.49,the nail spacing shal be reduced to 3 triches o.c. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of openings.Bearing wall window sills shall also have(2)window all plates for 2x4 wail HALL SHEATHING: openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire b oleo).to Oh hangers and anchors.Each Joist shat also be anchored JOINT DESCRIPTION NAL NAIL NOTES and blocking where applicable. QTY. SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 5.Al flush beerthafieadere to be installed withnl hangers8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 NAIL SPACING NAIL SPACING AT INTERMEDIATE heavy , PANELS WFCM-SIC SHEATHING LOCATION NOTES anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 6d COMMON 4'EDGE ZONE 8d COMMON 6"O.C. 8d COMMON 1T O.C. SEE NOTES:1,3(BOTH FIELDS) 8).Double c4 floor joists under walls that run parallel to the floor joist and under bathtubs. 1).Al water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 8 O.C.FIELD NOTE:2 FOR PANEL FELD Floors to have ceramic Inst ic tie Walled shall be verified for proper load capacity unless noted Construction Code. GYPSUM T O.C.EDGE on�� WALLBOARD 5d COOLERS 10'O.0.FIELDINTERIOR ZONE 8d COMMON 0 6"O.C. 8d COMMON 012.O.C. SEE NOTE 3 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR S H EATH I N G: NOTES 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use void blocking in floor joists under all bearing walls. 3).If wall studs,plates or joists am cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. provide adequate bracing and plates to protect and secure the structure.Verify with tine _ QTY. SPACING atsave vents 8).Provide insulation baffles 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 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall needed. HVAC SYSTEM NOTES _ 1"OR LESS 6d COMMON 12"O.C.FIELD be used. 9).Unless otherwise noted,all roots end walls to have a minimum 1/2"thick,4-ply Flr1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety, NOTES: 2).Tabulated 12 Inch o.c.nail spacing assumes sheathing attached to stud framing members with COX exterior shealhiing grade plywood.Plywood to cover over plates and headers. requirements. G>0.49.For framing members with 0.42<G<,the real spacings shal be reduced to 6 inches o.c. 10).Unless otherwise noted use 3/4'thick T&E PTS Flr or Advantech plywood subfioor 2 THESE NOTES ARE ONLY TO BE REFERRED TO IF adhered with PL400 adhesive and screwed to floor joists.Finished floor to be Installed ) HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 3).For exterior parcel siding,galvinized box mala shall be permitted to be substituted for common nails. equipment suppler. over subfloor as per manufacture's instructions. 1).Naffing requirements are based on wall sheathing a wells and 3).HVAC subcontractor to provide final system layout drawing and submit It to the General nailed 8'on-center at the panel edge.If wall sheathing 11).MI bathroom walls to have 1/2'thick moisture resistant sheetmdc. Garage Contractor and owner for final review and approval. is nailed 3'on-center at the panel edge to obtain higher -^ dc ceilings and over furnace to have 5/8'thick type-x sheetroAlAI other parts of building shear capacities,nailing requirements for structural a''/®f N E`1, `a to have regular 1/2'sheetrodc.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate comectons, \ - Br such as shear plates,shall be used to maintain load path. �' - �,,r r� 12).NI roof with a pitch less than 4:12 shal be Installed with an lux&Water barrier or 1).Al electrical to be installed as per N.Y.S.Residential Construction Code. • approved equal.Flat roofs shall be applied with a Fberglas base sheet with an EPDM 2).When well sheathing is continuous over connected CO -,3. r- //Y'//' ‘' ---C. torch down type material over. 2).Al electrical work shall be approved by a qualified Underwriter. nnembera,the tabulated number of nails shell be permitted J to be reduced tot 16d nail per foot. 13).MI sillplates 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 d; be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. 1•cf{� \ c$' 081974 A.7 t1 CDi 1;/' "arrsTos,-,N - ,.,(:,: ) CONSTRUCTION DETAILS & WI\D LOAD PATH CON\ECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER RAFTER-TO-PLATE RT15 APPLY TO EACH RAFTER lk NOTCHED RAFTER RIDGE • (USE WITH SPTH4 CONNECTOR) RAFTER PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD RIDGEA � �� 2ND. FLOOR WALL-TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD 11117111 CRIPPLE STUD-TO-HEADERRT3 OR RT7APPLY TO EACH CRIPPLE STUC SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END 1ST. FLOOR-UNDER-SILL PLATE MSTA36 OR RS16-R WRAP UNDER DOUBLE SILL PLATE TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. �®� N &1/`'' FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. �' ff,/-7' IA` I RAFTER O : i PROVIDE 1/2" SPACING ' ®�ESS10� / BETWEEN THE END STUDANCHOR BOLT CONNECTION6c119A . • n.AND THE 2 OTHER STUDS r? I S y, V RAFTER FOR ALLOWING ,. CONNECT CORNER STUDANCHOR BOLT CONNECTIONFOUNDATION 5/8'DIA ANCHOR BOLT 1/11111 SUPPORTING MAXIMUM SPACING ` HOLDDOWN INSTALLATION ��� TO TRANSFER SHEAR SILL PLATE TO FOUNDATIONISTORY 72.oC TOP PLATE FASTEN WITH (2 16dJCRAWL SPACE OR FOOUNDATION)O \ SILL PLATE TO FOUNDATION TOP PLATE OCOMMON NAILS @ 6" O.C. (CRAWL SPACE OR FOUNDATION) 2 STORIES36 OC \ WALL BOTTOM PLATE TO FOUNDATION1-2 STORIES 5T OC WALL STUD \ �` (SLAB-ON-GRADE) WALL STUD \ 1 0 SIDEWALL 7 t ENDWALL USE ISPSQUARE ERS LBPS58OR BP583 U TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION 2ND. FLOOR WALL STUD 0 KING STUDS Iii �� 2ND. FLOOR PLATE `� SUBFLOOR <7 :! CRIPPLE STUD 4I FOOD JOIST �� RIM BOARD <-, '77il \ O HEADER BLOCKING < < N WOOD JOIST t ,I+, ,\ � 1ST. FLOOR TOP PLATES JACK STUDS � GIRDER/HEADER 1 f II WIVliqp DD GIRDER IIT a It WOOD JOIST O 1ST FLOOR WALL STUD ' WI O . TYPICAL HEADER CONNECTION JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER ../ TYPICAL MULTI-STORY CONNECTIONS 1ST. FLOOR WALL STUD O 1ST. FLOOR PLATE7 •40: SUBFLOOR SILL GASKET RIM BOARD S' TERMITE SHIELD WALL STUD / WALL STUD " ' -FOM PLATE -AO* 4p BOTTOM PLATE :_ O DBL. SILL BATHTUB SUB FLOOR ��. DOUBLE SILL PLATE PLATES IUBLE JOIST DOUBLE JOIST (TO OVERLAP JOINTS) ��ti-- FOUNDATION WALL �' '' '+ 0 .e.4. ,„ I O FOUNDATION WALL Q 1 D . DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1ST FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORING ----- —r I_ . 1 ----- — 1 _ (.1 Lo I— son I >•• Z Q - la_ -lc cs = 1 , • ._ ._ 0) 0 I.—. •C * C(1) D .. CA z c‘j LJJ 1:1 1 a -I c o el f -0 c t) 0 o) L) Ja V) 01 i) 1 . • to 1 It) . - ! - 1 . . i S- . . I C *-- Z.. tg „ . Il , 1 4- 1 , - I L-I V ell 1 et i Tr • cA 1 L. N \ ' N, . f , •,.. 4) . 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IAA1-1- 1,41 2 5 rt•Datz i ' t2b(-)MD 14 1 T4-I 1#1,ATE 056,e1R 1 B R. 1_A.c-) 1, 1 1--1 . laz)-12e0-05-1Q1 -2 ,- 1 co I PF,44-IN i . rout-It:4AF 1 bs..1 4. el IL-4 leot-- -.-1- r1_,A-1-1,st ,4-e.v.,00 . _ ._. i • iltAlit I i .41e.:( e?614.'47.. ?.1' 2t i_ f l9%d' /ort�' N , ivi ipe. i 1 t.„74.6 2c. ) >. ---- ---------4.---/- _ \ 2 t a. YU 4 ► `, +� so f Q1 i- � j FEL_ /` o. _____g„_..t-,` DAT-: '......2,..risi? P '' ' 'l _ 0 NC . ..:'.�.,: DF ',,,FIT!. NI T I -, I � 76` .302 8/°, TO PM =I THE \ t 3`r o C.2022 O1i T Cal 1. E',,LINDA;TION - TWO REQ; 'ED 7. • I • 1 3 t+ _ 4 FOR F'OU;ED CCr!aR=':TC_> ' 3 n in in 2. �t UCF FRAM 1';G & F'L1 y irJO �f 2' �� ! t fe a / �► ! I�Zr - 4. FINAL COI'ISTPUCTIOIJ t;.t 1'ST ." .,,... , ...#...- _ :.r. _'`..r=:` _ _.. i � ��,� I� F3 COMPLETE F'0R C.O. y� , ' ALL COr•STRUCTION SHALL "EET THE A �� L REQUIREMENTS OF THE CCD; r:.;OF NEW > \ ti YORK STATE. NOT RESFOPyr `�LE FOR ° ' C DESIGN OR cor�sTr;uc ,;: r ,r _ I ! . 3 ��— !ST FL. _ ,an �' �Ois, _f,�IORS. #--__3! rr 2 ► �Z N .Z 1,.40 _ l� --:.Ira, e h r ! CO d •_ ' NEW YOF k.) ,K S!A'i E & i#\"' r,, P t' � r� +� t AS REQUIRED A- �.,u + i. ,H.,,.,..„ ,,,, ..,,,,,,sv , j I ✓ ��- i �{ �h I , V . . ., ,, I __ 0 , , 1___ . , . /5/.0i, _. 1 . V ,„ 4_I(x .t�TtP Tl ._. .-. - ter. l• J lti( iw_J ? .7. , ' �( I- aTr is i,,��, ,-� f \.:� ro A---0Va2v r--ot. CUTT' 0 t• G M�- • 1is I sOCAPY OR - . .. FLvr' I,I1- Gr t 1 Di461g4H 0 I fi ' I �' N� re, s 1.,tiiSE IS UgL� =UL = #� - . WITHOUT CERTIFIC NTE o OF OCCUPANCY I f . - I � t `� °' `O '6 i i ( \ t r.. r r jl s / 1 PLUMBER CEN`RTIFICATIh)N -- ...t ',, v ON LEAD CONTENT B1=FC �'�E 1, `�CL = G4.f f-!U I q CERTIFICATE OF OCCUPY'"SCY _ 3 IG D- G I-- 9S,1L - 7t4 0 i SOLDER USED IN WAT "; -4 - I . I StlPPLY SYSTEM �", —____ar �: _____ E.. CE.'I..z �.� � $ p EXbEED2710O 1,":LEP.9. • / \ PLUMBING - t \Pl �JOtiJ- t G' �i� 4 - ALL PLUMBING WASTE k �-: 0 o 7&VJATER LII,IES NEED 1) , . PT ' ,........) // ! TEST i.' , CSEFC :E.COVERING `X� L 6 N.• # I 0 I —`-� �-DC7 11�1 )thrr opt I____ /' �� ` - 0 .... : /.. ► I/VLJ✓r G-t-J k �� *. 4���en-y�X . I r T 1.I 0. 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N ; CO C en N 1\i-V. -14"'.---F-ral'''Al614:1-1 -f:II Ili .'". i \ i .i ' k 0 % ; . I _EV6t7 kc\ ; • - ' ' '':::" ' 2\a_0161-01DO 1'0 II 01 0 i tn , t:F Iiiii" C-Dx R.YIAcoD { K . I , o) 0) PTI. cr) 1-1--r-T. ut)1 ( 1.-1 aiDe WeAF> . , , o) •cs _ 4-, t 0 • 12- Pi 1 1,•1 Wi...tTIO NI _ ft \ Gekio 3641-'101--1 c_._--c. I/I " /Ayi,:_;VI--t.F0,6,Q I , . . .Al._ 1/4" !los' rt-pOsg, \ - *LI. .6 .6.1-, 1"-. H. ir: ..5H a.D \ I . . . ,. . . , • • • • • , 2A0 r-1.-c0 g--10K.TS 0(0110.0, I_ ._/..- •i<1 V l'-'1- A ,i , . '• I 4.111 1:411e.%-.)Nr:f114‘al'itiPOt • EX lc r-r 1.;( 1;e1. erAgt, SOLID '151-00 (LICA • , \ , N . ___ 1.1Ei-J Wfirf ( , . . „, "5/4” 5utr0R - - -7) . Zv. - ! cse..c.stLicA . co oot.41)6110i--1 1 -0- -„IvN, IIIIIIIII zoo r'- 7-0/4011,0c,. • ‘, IN" Z6A4Ce wir.5 12e) 'll 1.4 --------- -..., \ e...,„„ipeop,14 .1...w IL 44 fri pe2o F-J eG•ef N. . . 17,0--)06- COUQE•eirF; 4aL5 are . . 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NAILING SCHEDULE PLAN CON I LN I L: G1- \ I- RA \ 1). ROOF NOTES ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shell be attached to each pair of rafters In accordance to table 3.4. NAIL NAIL BUILDING USE DWELLING When a colar tie Is used in leu of a ridge strap,the number of 10d coon nails required JOINT DESCRIPTION QTY. SPACING NOTES mmBUILDING HEIGHT 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 TOE-NAIL TOTAL S0. FT OF CONSTRUCTION TOP PLATE 10'WALL:4-8d COMMON RAFTER - 1).The information within this set of construction documents Is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: - PRESCRIPTIVE AS PER N Y.S. RESIDENTIAL CONSTRUCTION CODE AND Intent and framing details.They are Intended as a constriction aid,nota substitute Lateral fran'ng 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 DESIGN CRITERIA TO TOP PLATE BdCOMMON JOIST 1995 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL for generally accepted good buld10'WALL 4 ngpracticeendcompliancewithcurrentNewYork accordance to table3.3.WhenarafterortrrssdonotfallInlinewithstudsbelow,raftersFRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES State bulding codes.The General Contractor Is responsible for providing standard or trusses shall be attached to the wail top plate and the wall top plate shall be attached to CEIUNG JOIST TO AS PER TABLE 3.7 EACH FACE construction details and procedures to ensue a professionaly finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL EXT. BALCONIES 60 sound and a weatherproof completed product shall be connected with uplift connections in accordance with table 3.3c. CEIUNG JOIST LAPS AS PER TABLE 3.7 EACH FACE DECKS 40 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTRiON WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10 connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE 20 meets cement federal,state,Canty and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with ATTICS w/ STORAGE These codes are to be considered as part of the speafications for this building and accordance with table 3.3b.When wall studs above do not fall In Ina with studs below,the TO RAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 should be adhered to even if in variance with the pian. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 accordance with table 3.3. TO RAFTER END NAIL ROOMS (SLEEPING) 30 3).Dimensions shall take precedent over scaled drawings. 4).WALL ASSEMBLY TO FOUNDATION: RIM BOARD 2-16d COMMON EACH END (DO NOT SCALE DRAWINGS). TO RAFTER END NAIL STAIRS 40 Fust wall studs shat be connected to the foundation,sill plate,or bottom plate with uplift 4).The engineer 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: GAURDRAILS (ANY DIRECTION) 200 responsibility for construction coordinating with these plans,nor responsUlty for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL EXPOSURE CATAGORY 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 NOTES LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 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 (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE specific use expressed or implied in the use of these plans. spading Is to be spaced and sized In accordance to table 3.2e.In addttlon to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and al TOP PLATE FOOT SEE NOTE 1 NAILING SCHEDULE SEE GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16dCOMMON JOINTS FACE [CRESS SEE FLOOR PLANS AND WINDOW SCHEDULE INTERSECTIONS EA SIDE NAIL 5 YM.: 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: FIRE PROTECTION 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 STUD TO 2-16d COMMON 24" FACE (SMOKE & CO2 DETECTORS) SEE FLOOR PLANS 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 7).The General Contractor Is to consult Mir the owner for al bultt-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 16'0.C. FACE TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.In the field shal be In accordance with the length requirements specified HEADER ALONG EDGES NAIL ENERGY CALCULATIONS RESCHECK 3.5 RELEASE 1 In table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END 8).Wind load requirements shall be taken into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL length adjustment fedora in table 3.16. FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING determine Intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: Allowable sidewall lengths provided in table 3.14 shal be permitted to be increased when 2).Al rootrgs to rest on undisturbed(virgin)soil.Assumed bearing 3000psf interior shearwals we used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL QTY. SPACINGNOTES 2.4.4.2 and 2.2.4 respectively. 3).Provide 1/2"expansion jdnt material between concrete slabs and abutting JOIST TO: PER TOE CLIMATIC &GEOGRAPHIC DESIGN CRITERIA concrete or masonrywails occurs In exterior or unheated Interior areas. 4-8d COMMON ng 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL GROUND WIND SEISMIC FROST WINTER ICESHIELD Header and/or girder connections shal be attached with uplift connections In accordance BRIDGING EACH TOE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window all plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL LOAD (MPH) HAZARDS be installed with#4 re-bar,18"long at 12'o.c..Use approved epoxy for Installation. 3.5. CATEGORY DEPTH TEMP. REWIRED BLOCKING EACH N 2-8d COMMON MODERATE SUGHT TO 5).Unless otherwise noted,al slabs on grade to be 2500 p.s.I..Concrete to be 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES - poured on 4 inch thick sand or gravel flit with 8x8 wire mesh reinforcing.Interior slabs Where a ridge le to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE 3-18d COMMON to be minimum 3-1/2 inch thick. anchored on top of the beam or slope connectors shal be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the buiding.Connections to the ridge and wail shall be be LEDGER STRIP EACH FACE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 6).Crawl spaces to be provided with a minimum 18'x24'access opening.Install one attached with the above requirements. TO BEAM 3-18d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. - SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 7).Dampproof exterior of forndatlon with bituminous coating as per section R406 of ___ TO BEAM JOIST NAIL 4'PERIMETER EDGE ZONE 8d COMMON 0 6.O.C. 8.1 COMMON 0 8"O.C. SEE NOTES:1,3 N.Y.S.Residential Construction Code.A 6-ml polyetsyrnhe film shal be applied over 1).Unless otherwise noted,all framing materiel to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfling. All fasteners,hangers and anchors to be gaMnized or stainless steel. TO JOIST 3-18d COMMON JOIST NAIL INTERIOR ZONE 8d COMMON 0 8'O.C. 8d COMMON®12'O.C. SEE NOTES:1(BOTH FIELDS) NOTE:2 FOR PANEL FIELD deck to be bolted to with washers and nuts. BAND JOIST TO: PER TOE NAIL 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. Girde�f%nc a pit shalliers anchored each post proper steel connectors anchored SILL OR TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4'O.C. 8d COMMON 4"O.C. SEE NOTES:1,3 FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bat with washers and nuts. ROOF SHEATHING: NOTES 1).AI framing techniques and methods as prescriptive design of 2001 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12'thick concrete footing. JOINT DESCRIPTION NAIL NAIL NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Edition Wood Framing Construction Manual. Use a minimum 1/2'die x 7"long anchor bolt with washers and nuts.Footings Shal QTY. SPACING 2).Unless otherwise noted,al framing and structural wood meteAai to be#2+BTR. be 3 ft.below grade.Concrete piers to be used with al porches/decks with roofs or perguias. STRUCTURAL PANEL 8d AS PER TABLE 3.8 1).For roof sheathing within 4 feet of the perimeter edge of the roof,inducing 4 feet on each side of the roof peak, WFCM-SBC the 4 foot perimeter edge zone attachments required shall be used. Douglas Fir. 4).Deck joists to have blocking at 8'0 c.c.. CEILING SHEATHING: 2).Tabulated 12 inch a.a nail spacing assumes sheathing attached to rafter 1 truss framing members with G>0.49. 3).Floors,walls,ceilings and rafters to be spaced at 16 Inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL For framing members with<0.42<G<0.49,the nal sparing shall be reduced to 6 Inches o.c. otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING NOTES 4.Unless otherwise rooted all bearingwall headers to be(2)2x10#2+BTR. Fir. where GYPSUM 7' O.C.EDGE 3).Tabulated 4 inch o.c.nail spading assumes sheathing to rafter 1 truss framing members wilt►G>0.49.For Bearing wall headers to have(2)jacktuds and(2)full lentstuds on each side of el 6).Concrete piers anal be a minimum 6"above grade. 5d COOLERS framing members with 0.42<G<0.49,the nail spacing anal be reduced to 3 inches o.c. WALLBOARD 10"O.0 O.C.FIELD - openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sits shall also have(2)window sill plates for 2x4 wail 7).Al Joists to be supported with hangers and anchors.Each Joist shat also be anchored openings between4and 2x6 wall openings between 5'11 and e'9.Provide}ire tog (s) JOINT DESCRIPTION NAIL SPACING NOTES blocking ea L WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 'SHEATHING NAIL SPACING NAIL SPACING AT INTERMEDIATE 5).Al flush beams/headers to be installed with heavy duty gaMnized hangers and PANELS WFCM-SBC LOCATION - NOTES anchors where applicable to all connecting joists. PLUMBING NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 7116"OSB 3'O.C.EDGE 8).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).Al water supply,drainage and venting to be installed as per N.Y.S.Residential 6d COMMON 4'EDGE ZONE 8d COMMON 6"O.C. Bd COMMON 12'O.C. SEE NOTES:1,3(BOTH FIELDS) PLYWOOD 8 O.C.FIELD NOTE 2 FOR PANEL FIELD Floors to have ceramic tie installed shall be verified for proper loadGE capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE on plans. WALLBOARD 5d COOLERS 10'O.0. INTERIOR ZONE 8d COMMON 0 6"0.C. Bd COMMON 012"O.C. SEE NOTE 3 2).Verify septic system with the Engineer for Suffolk County Health Department approval. NOTES 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use sold blocking in floor joists FLOOR SHEATHING: under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL provide adequate bracing and plates to protect and secure the structure.Verify wvith the JOINT DESCRIPTION arr. SPACING NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 8).Provide insulation baffles at save 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 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall needed. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 12"O.C.FiELD be used. 9).Unless otherwise noted,al roofs and walls to have a minimus 1/Y thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearig to all applicable codes and safety NOTES: 2).Tabulated 12 inch o.c.nal CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. ) spacing assumes the sheathing attached be studeframinged to Inches s ish requirements. G>0.49.For framing members with 0.42<0<, nal spacings shal reduced to 6 Irhdhes o.c. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10).Unless°trerwlse noted use 3/4"thick T&G PTS Fir or A iventech plywood sub loon 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 3).For exterior panel siding,galvinizsd box mals shall be permitted to be substituted for common nails. adhered with PL400 adhesive end screwed to floor joists.Finished floor to be Installed equOment suppler. over subfloor as manufacture's Inst ructions. P� 1).Nailing requirements are based on wall sheathing 11).Ali bathroom walls to have 1/2'thick moisture-resistant sheetrock.Garage wells and contractor an to r finalp provide a systemlayout drawing and submit It to the General nailed led 6"on-center at theme panel nellt to obtain wall cher ceilings and over furnacesheto have 5/8"al thickttype-tapxd eetrockand Al other parts of building ELECTRICAL NOTES: nailing requirements structural , to have regular 1/2"etheetrodc.All walls to be taped and finished. 12).All roof with a pitch less than 4:12 shal be Installed*dr an Ice&Water barrier or 1).Al electrical to be Installed as per N.Y.S.Residential Construction Code. such shear plates,shall be used to maintain load path. • . approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected torch down type material over. 2).Al electrical work shall be approved by a qualified Underwriter. E members,the tabulated number of nails shall be permitted �� � '�>, 13).All slit to be reduced toil-16d nail per foot ^:k*- - 'r. plates end wood in contact with concrete to be pressure treated.Sill plates to 3).Instal Smoke detectors and Carbon Monoxide detectors throughout as per section R317 r 5 --3. C 14; 4 r. be installed with a foam sil gasket and cop-r-tax termite shield or approved equal. of N.Y.S.Residential Construction Code. I r. «,her' Y6, likr r ' RliA .,, : til s1)51684 ��,, pm ,\.. , WIND RESISTANT CONSTRUCTION CONNECTORS DECK 8c PORCH CONSTRUCTION DETAILS 8c WIND LOAD RATH CONNECTION DETAILS CONNECTION OCATION PART NUMBER NOTES 4x4 POST TO FOOTING ANCHOR PAU44 OR WE44 FAU44: USE w/ MIN. 1/2" DIA. x 7" ANCHOR BQ_T 6x6 POST TQ FOOTING ANCHOR PAU66 OR WE66 PAU66: USE w/ MIN. 1/2" DIA, x 7" ANCHOR BQ_T 4x4 POST Tc GIRDER/HEADER PBS44 / PBSE44 / KC44 USE ONE TYPE FOR EACH POST 6x6 POST TC GIRDER/HEADER PBS66 f PBSE66 / KC66 PSE ONE TYPE FOR EACH POST POST/COLUM TO GIRDER/HEADER LSTA12 OR LSTA24 USE 12) FOR EACH POST/COLUMN 00 ..e ��� RAFTER STAIR STRING ;R CONNECTION TMU26 OR MPA1 USE ON EACH STRINGER �. RAFTER/JOIS TO HEADER TYDOWN RT15 USE FOR EACH RAFTER _ �i USE ON EACH RAFTER. MPA1 USE ONLY R A FTE• � ` ' RAFTER TO Lf ,GER BOARD TMU26 OR MPA1 WHERE TMU26 CAN NOT BE USED LEDGER ' U : THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. 2,,.•, �' ' F( !OW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RIDGE3 `� N 1%11 ' HEADE � � � AILING SCHEDULE � I� � f ri,1 4 ROOF FRAMING: �' f' •\ R A F TE' JOINT DEscRPnoN QTY. ISP NOTES NAL A' 13 RAFTER TO WALL 3-8d COMMON EACH TOP PLATE 10'WALL:4-8d COMMON RAFTER MEAL CEILING JOIST 8'WALL 3-8d COMMON EACH TOE-NAL TOP PLATE 10'WALL:4-11c1 COMMON JOIST CEILING JOIST TO AS PER TABLE 3 7 EACH FACE TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE L OVER PARTITION WFCM-SBC LAP NAIL Alb.. COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC ENO NAIL = STAIR TR E A 3 4/ BLOCKING 2-ed COMMON EACH IDE MI GIRDER/HEADE TO RAFTER RIM BOARD ' END 1R E IL O til �''' RIM BOARD r '_�/ TO RAFTER 2-led COMMON END NAILAD "'� POST— o WALL FRAMING: i,, POST/COLUM STRINGE' -- __LAIIIII/ JOINT DESCRIPTION "^'� "A"• T 71-1. .� 10QTY. SPACING = 0 W i RIM DECK J 0 I T TOP PLATE 2-tad COL MON FOP PLATE TO OOT FACE NAIL 5 gm • `/ TOP PLATES AT 4-18d(X)IMWON JOINTS FACE T 0 ,g GIRDER/HEADER TO POST/COLUMN CONNECTION STRINGER TO DECK/PORCH CONNECTION INTERSECTIONS I EA SIDE NAIL .z: STUD TO 2-18d COMMON 24" FACE STUD O.G. NAIL w� HEADER TO 18d COMMON 18"O.C. FACE V HEADER ALONG EDGES NAIL ID kw) POST TO DECK/PORCH CONNECTION TOP ORBOTroM 2-led COMIAON PFR 2x4 STUD END PLATE TO STUD 3-18d COMMON PER 2x0 STUD NAIL BOTTOM PLATE TO: IX WW PER FLOOR JOIST,RAND JOIST, 2-18d COMMON FOOT FACE NAIL -- END JOIST OR BLOCKING J • _ DECK JOIST FRAMINLc Ir... JOINT DESCRIPTION GIRDER/HEADE' � - )1 V ° NAIL GIRDER/HEADE' ����a o'° T 2-8d , .12 POST/COLUMN I' I� , JOIST JOIST 2-BdCOMMQNEND NAJL , ' ' BLOCKING TO: 3.18d(DAIMON EACH TOE n itis POST/C 0 LU M ( SILL OR TCP PLATE BL°CK NAIL cio LEDTGOEBER 3-18d COIAMON JOIST NAIL fori GIRDER/HEADER AM JD'o ,MGER 3-ed COMMON , BAND JOIST 3-led(:OAIAAON PER END r TO JOIST JOIST NAIL EACH • BAND JOIST TO:1 SILL OR TOP PLATE 2.18d COMMON FOOT TOE NAIL ROOF SHEATH( G: GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION JOIST TO GIRDER/HEADER CONNECTION JOINT DESCRIPTION NOTES QTY. SPACING STRUCTURAL PANEL 8d AS PER TABLE 3.8 WFCM-88C DECK AND COVERED PORCH NOTES: 1).Unless otherwise noted,all hartiinp malerlal b be M ACQ vessre keeled lumbar. AN tsalsners,hangers end anchors b be gdvihized a stainless venomless,. 0 INNSisi‘ 2).Girders for deck Joists b be bol ed or anchored b each post or pier Mitt washers and ruts. Girders on concrete piers shall be anchored with proper steel connaicrs anchored GIRDER t{' into concrete MTh a minimum 1/2"Jia x r lora anchor bort with washers end nuts. ''I lfl 411111114111111 3).Pats supporting girders sheN be anchored b a 12'x1rx1r UNok concrete loottq. I Use aminimum1J2'diex 7'long arxinor boltwithwashersand herb.FootingsSJhM/, POST be 3n.belowgrads.Girderswla,rootehaNkava1 rab.ooncrelepbrs3 thMow grade.yWO0D JOI _ * 4® 4).Deck Joists to have bloating at 8'l o.c.. S).A rnkhirsrrrn d 10 inch tteeltrg sfhedl be ihstelNd tletrreen Ifhs building and ledger. ILA A GIRDER HEAD ' '� • �' (( Ledger b be fastened b ixtidig with 112'Jia.both wish washers and rats CONCRETE PIE- .,*- •; / � `I ® ► .118.0.. 12 x12 x12 CONCRETE FOOT . 0 ."> `" WOOD J O I S 0 jI B).Concrete piers shel be a mkimum above grade. v `A ,-. Vis) b be supported with hangars and anchors.Each Joist shah also ba anchored • " ' v POST TO FOOTING CONNECTION 8).Covered Rods shell be assembled and anchored the same minnow as a typical building.. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA - JOIST FRAMING FLUSH WITH GIRDER/HEADER GIRDER TO CONCRETE PIER CONNECTION SEISMIC FROST WINTER ICESHIELD SNOWGROUNFLDOD SNOW SPEED DESIGN WEATHERING UNE TERMITE DECAY DESIGNtJNDERLAYMETIT LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - TO HEAVY MODERATE CO 'i_ I 1.5" 1- -- -- . - -- ----- -- - - , . ``, -:,,,,> I.. (P- N ...)1684' aa,,' ,