Loading...
HomeMy WebLinkAbout38860-Z 016;00,(7*., Town of Southold 10/16/2015 t P.O.Box 1179 $°" 53095 Main Rd '�4, 1 Southold,New York 11971 ill - . CERTIFICATE OF OCCUPANCY No: 37840 Date: 10/16/2015 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1515 Henrys Ln,Peconic SCTM#: 473889 Sec/Block/Lot: 74.-1-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/30/2014 pursuant to which Building Permit No. 38860 dated 5/7/2014 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: interior alteration to an existing one family dwelling as applied for. The certificate is issued to Montenegro,Rene&Montenegro,Maria of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38860 10/13/2015 PLUMBERS CERTIFICATION DATED %A7-79.1:d TOWN OF SOUTHOLD aQu,t1�F0(��� t4 BUILDING DEPARTMENT a TOWN CLERK'S OFFICE Cl): � SOUTHOLD, NY ypi BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38860 Date: 5/7/2014 Permission is hereby granted to: Montenegro, Rene & Montenegro, Maria 1515 Henrys Ln Peconic, NY 11958 To: Interior alteration to an existing single family dwelling as applied for. At premises located at: 1515 Henrys Ln, Peconic SCTM # 473889 Sec/Block/Lot# 74.-1-9 Pursuant to application dated 4/30/2014 and approved by the Building Inspector. To expire on 11/6/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $239.20 CO -ALTERATION TO DWELLING $50.00 Total: $289.20 Building In- sector 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$15.00 f Date. ett. 3,/ / New Construction: '/ Old or Pre-existing Building: (check one)!!! Location of Property: i S/ 1 �/t. Ai 7--r C Pe Gaul C House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 1 ¢ Block 0 / Lot O Subdivision Filed Map. Lot: l Permit No. 17C6(4-1° Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ 50 / ApplicaI !nature o• c.. SOup. Town Hall Annex ��� �® l® : Telephone(631)765-1802 54375 Main Road Willig % Fax(631)765-9502 P.O.Box 1179 G Q �% Southold,NY 11971-0959 „`,4o. cam...\ 0` roger.richertCa�town.southold.ny,us r __"' 'l BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rene Montenegro Address: 1515 Henrys Lane City: Peconic St: New York Zip: 11958 Building Permit#: 38860 Section: 74 Block: 1 Lot: 9 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 Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph 100A Heat Duplec Recpt 4 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures 2 CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 100A Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment* "AS BUILT" "ELECTRICAL SURVEY" "NO VISUAL DEFECTS" 1-Exhaust Fan, Relocated Main Electric Panel. Notes: Inspector Signature: Y. _ — Date: October 13, 2015 Electrical 81 Compliance Form.xls 3'8'?) 0-- • r„,....F SO(/TA;olo, 6 u" 1 *z „go/ ./tm, Kig.e/ 1/(7)-&Q- TOWN OF SOU • D = II . .' G DEPT. 65-1802 IN - ION- [ ] FOUNDATION 1ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ,.,r4,d2,4_7-E. tu/ ( ' Arze44-- r / /�v 4110' DATEINSPECTOR 1 .._..,; —z_aT"- moi:-----.._ .._-...:s:_:z ---_..•.,:a_ ' ;'v^'.."fi=x'...:...`«--:,--:..> ..- -ti .s= -amx_.'<- ..-,, ,..:J o''',':e„ V; 6? g q. 'irO (-- , ,,,, •.-1,2b :of: -.. .„; -e Ki us- t OUMY,,.��' 1 * , 1 TOWN OF SOUTHOLD BUILDING DEPT® 765-1802 is INSPECTION ,,,a „t- [ ] FOUNDATION 1ST [ , ] ROUGH PLUMBING 4_,..* [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL 4= ` - . _ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION , y '.- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRERESISTANT PENETRATION r [ ] ELECTRICAL (ROUGH) . " ELECTRICAL (FINAL) =o:w [ ] CODE VIOLATION [ ] CAULKING ' `'`''"- REMARKS: ;rr, 4'. n • +f l.: 4 .1 z4:, DATE /- // /4"-1llINSPECTOR ___� ��O� OF S0045.,l-. `` 3q)(2)(Q_0 1� Fs TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLUMBING [ ] FOUNDATION 2ND [ ] SUL [ ] FRAMING / STRAPPING [ FIS [ ] FIREPLACE & CHIMNEY [ ] FIRE S + SPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: CO .40 DATE `�'. '� /INSPECTOR Ameato ho�apf SOU o�. ,* 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) [4ELECTRICAL (FINAL) REMARKS: (-0,1 AC--- DATE 2 D 1 V 1 { INSPECTOR(Ft FIELD INSPECQN REPORT DATE • - _ COM ENTS • • . otn ' F'OUNI)�iT10N(1ST) o • -t-- c FOUNDATION(2ND) . 01 • ROUGH FRAMING& '• PLUMBING • t .. r . .. .. . . . . . w . . .. , . 4. . • INSULATION PER N.Y. ,• H STATE ENERGY CODE . • • y .. , .. . . ./i/1/7K .....z:-.',44“.1.5-7f._ . s:.7-4.- 06,f_ 4..e.iefe , '. ),--,-,--.9, . /yai—).-., r 4,/' c6/ FINAL Ge/ . '• y . • • • ADDZTION4"C01121Y iN2S'` -T • '"' ° '• ; . . . - • At' -..1 -- 1 ,t . / ,a9icf, 2-C3 4101/+1 zjio P,P: It- 304,O. reT' 4 gS.0,31 -c-., ,i-- ,OPIAA'ASi e 'Re)) Mit. , -, -- : • . .. , 19� i ,71 • r . . ' • ...s 2 . . _ . . • . . • . . . . , ., . . '71C\'.1 . . " . .. -,...,g • • . . . . . . . 1 z . . , . . • . . . . . . . . . . . . • . , , . . . ' -.......1 . , . . . . • . . . \ m . . t$ . , . , r, „ . . . . . .. . . . , . TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALLBoard of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX:'(631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 j. Storm-Water Assessment Form • Contact: Approved ,20i Mail to:/WAi S t- Disapproved a/c 6 Phone:' 73¢ /d ( Expiration 20, E E \\1\ Building spector APO 3 0 ?014 PP ICATION FOR BUILDING PERMIT Date d 4-754// ¢ , 20 BLDG DEPT INSTRUCTIONS TO`+IF1�F SOI;TFaOLD - - a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18-months from such date. If no zoning'ainendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,•in writing,}the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises rEmr /V LON TPN�G l2 6 ' (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 .ropbsed wo k will be done: House Number S reet Hamlet l 1.7 1-+ County Tax Map No. 1000 Section Block l Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises intended use and occupanc of proposed construction: a. Existing use and occupancy ,/it1 ap,d(i� f---,/0 ze - b. Intended use and occupancy J4 fl iC _ ,e/0 ii.f.„7 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. S- P " 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 Se E, J-0/2 (/‘07 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 4-6 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 41/ 14.Names of Owner of premises/ ft A Z � Address (fir l/1�✓/z"f Phone No. ^4 C- Name of Architect ,-Crq-A, 7Z 7z-- Address Phone No .7J¢(t/�D-- Name of Contractor Address Phone No. / 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO (.....-// * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ✓ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Pee-41C— . . . - 4,,_, (�c. '4/e/�Z being duly sworn, deposes and says th�h�sll�e i�thCaDplicant ame of indual signing contract)abode named, CQ Notary Public,State of New York 04 //�� No.01 BU6185050 (S)He is the g-C / Qualified in Suffolk County �i� (Contractor,Agent, Corporate Officer, c.) Commission Expires April 14,2-.__ of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn t before me this n day of 't-i 20 1 V _, • . Notary Public Signature o/pplicant 1, %pF SOuryo Town Hall Annex 1 ; / qa , Telephone(631)765-1802 54375 Main Roadcl) (631)765-952 P.O.sox 1179 ; G • Q �� roger.richert town.sout�io .ny.us Southold,NY 11971-0959 \ '1) BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION - REQUESTED BY: , ti(C...)/le--- __VCLDate: 12-//6.//2 Company Name: S_e-t Name: a ,� -(Q� Q= r--3 License No.: 3 F- g G o Address: - • Phone No.: . - Cn 3 / ig( - g L( l 7 JOBSITE INFOR TION: (*Indicates required information) *Name: 1 •e -�/ V l 0-- -�-Q C �-, - *Address: / S / S f- Q✓t --1'S (� Q *Cross Street: *Phone No.: (o-r _ `A 6 .- yL// `l Permit No.: --5W-0 - Tax•Map District: 1000 . Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) . - (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough In Final *Do-you need a Temp Certificate: YES/ NO - Temp information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: - PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form 01 - i .%vi r ' \ '' "c ++Ch LoY11 • 1,.. 1/ '-''' .7'''- '-'',*/A , 0 '.---'7" --..„..... .s.) a49 om 0 ,, . 1 CJS (.-..... / %.--,.......... 00 vi ��- / ] I< `a r 0( & Sca i�: 3O 1 . o j ra ¢ M art a rnC n t v Vy', - lib' - a +i-cart Kr* a . i LoT 3 5 1 -----,,,) l.r) ...1 go .., ... - , , i , 1 t , V s M LiJ �' �I+�u711odxTn A1�aAt�a►e ar,00mo� •4i o 7Q 7111$ U V1Y 15 A WQ6AT1OH 4! x t (,I1 UMW 72G Of 141 Ntw YOnt Mal (EDUCATION LAW $.4 s ...73 '.".1� W. ,.. ... .,....-.....4-.... ......... 5 1 CO+NE OF 7ws$INVE 1 NOT KA ` 20/., no 1A*OD SUtlrtr4R•S tiettA PM Olt I1 15Eb UM.EMI POT Pt CONS4 .a �' TO rt A ma,MI carr autwaii6&MOW 11131E04 s4A11.Wit £LV 10 7/14 MOH FM 1YNON TH!MAW w A WPM,A.b tiN H3 0,,,,,E rh hi, Mar 04 Pator tt Hames Suy.1 i 11I114eemh n.gelitsl 60,1.MANGYANA 5u¢fi Lk CoMntti rile 7141111 "O1ndIKTMT1UMmaI,esew.. to 44 MSIOHill or THE L MMSTN WOOk GUAkAnnti An HOT T&NtSFtfAK x0 A4043441.&i Imsviietileva ds st {Q$1 • _ _ + - 1y 1 _ L i . - - - ------ 11I(yr 1 L`" Lot le o S 5 k c�W ra rt F R -to • — atAA1S ciF PEc.otaic 14ovi4s , SECTt0112 Fitt° IN St.i r-o CQUNr•( Lm,iti.t Orp, cx pis IAA.PNo . 5001 -- MAP of FANO UNL1 S oTHs;cwi54 NOT!^t sugNayto roe • AT MAO Ye4rdieea to it+c Fr eviCOP+ 1-i-f P a; � t*11 1 rl eaa'o t+ce Co, .1" 4•o •{L1,2 Cc',rho' A4Ya1 Savrin;a; #• Loa t• A5 .x. as. 5 urFoot CQk1M`t'Ne‘ 4.N.. 5•►a•t 14,4W 0u•yj Lig 1`;i'„-.., VA.t4 vY t_ k 501,1 _ L;r:Ian%rd Land7-..,yeet org Go-ea r•.yoT•[ t Nkw York. lieotedrie REVISIONS: ELECTRICAL.. OCCUPANCY OR APPROVED AS NOTED 0N� PACT s � J� USE IS UNLAWFUL DATE: / JL_ B.P.# _ — WITHOUT CERTIFICATE FEE:. BY7� �- trfilt. OFOCCi FANCY NOTIFY BUILDING DEPARTMENT ATt� x.11 `+ 765-1802 8 AM TO 4 PM FOR THE REscheck softuuare version 4.5.o FOLLOWING INSPECTIONS: '� 0,0 I I Compliance Certificate 1. FOUNDATION TWO REQUIREDilso FOR POURED CONCRETE / 2. ROUGH - FRAMING & PLUMBING :: Project 3. INSULATION EX. BATH a Energy Cody 2010 Neer York Energy Conservatlon 4. FINAL - CONSTRUCTION MUST " Locodon. Suffolk County,Nets York O a m CamcnType. Single-family BE COMPLETE FOR C.O. a a men Zone. Alteration ALL CONSTRUCTION SHALL MEET THE L. al g Parma Deem ber: REQUIREMENTS OF THE CODES OF NEW t r y U N y 1 '6 G-g M Construction Site: OwnedAgent Designer/Contractor: YORK STATE. NOT RESPONSIBLE FOR 44 ej MONTENEGRO Mark Schwartz,Architect DESIGN OR CONSTRUCTION ERRORS. \I 1515 HENRYS LANE P.O.Bo:933 P-eCOYIC,NY Cu¢hogue,NY 31935 a 631-736.4185 ry mfcerchltect@optonllm.net . -s x:LJ �; � il Y'4r _j 'S . I�L� EX. HOUSE W c aleree 4.3%Better thoncode ' Mftmninn uA:n 73 Y° '-23 - NEW OFFICE The ta.earmwwrt than rbd.edm TBo.ta hnm clam ea mn.Grm uw Iowa is hand m.ndotr.d..w aft MI nomBar rre.:d.as WmaaaaF.,.rcrum.,.00.aerem.ed+hn.+o6hoe., W W H Envelope Assemblies u v Dress Area Gl.vng rz AssemLly Gni-Ey Gni. Or. W y �j Te.e tier 2-Value R-V.luc+U F der x Floor 1:AB-Wood jo1.-drn�0„er Unconditioned space 52 210 0.0 0.044 4 1,r'— 7" W P1 WPI11:Wood Frame,16•oe. 160 130 00 0.082 13 / I I a 0 Window la Wood Freme.Doublo Pone S 0.320 2 VE-1d Ceiling 1:Flat Casing or SciearTrum 98 30.0 00 0.035 3 ////////////////////////////7r////f O _. g W �+ Gbmpriance5mmment7h.piopo:ed6u8dmgd©gnde:bedhexuconr.-tent withehebuBSngplan:,specfimeionz,endafie, C' �+GI calculavone subrmt�d with the pemJt appGotion The propced 6u8ding he:been dcigried m meet the 2010 Kew York Energy Conmrvetion Comtutmon Code regi.-aementa in REScheck Version 4.5.0vLim end to comply with the mandatory requements in l.17 the the RESdredc Impecaan Checktt Fri.'t1' ,,,rrccc�y��yyy! Time-Title Signature bate ` ' 8I GARAGE/ STORAGE o w 0 Project litle. Report date: 03117/14 Data filename:C:1UserssDrafting StationlDocumenmtREScheck'rMONTEENEGRO rck Page 1 of 1 EX. PORCH 1. INSTALL 4m1i POLY VAPOR BARRIER ON SLAB UNDER CONDITIONED SPACE. U] 2.BUILD 2X6 SLEEPERS ON 2X4 ACQ SILL PERIMETER PLATE(TYPICAL). O w ►-r) z COMPLY W°TH ALL CODES OF 3.3/4"SUBFLOORING.FINISHED FLOORING TO BE DETERMINED BY OWNER. w a + m': % ams i" F+ NEW YORK STATt:, & TOWN CODES 4.STUD WALL TO BE#2 DOUG FIR AT 16"OC. .�,�. ...•,; A- ,,,$,, AS REOURED A Ire Y a'r �.i rs 4 - Q) O ` 5.1/2"DRYWALL ON WALLS,TAPPED,SPACKLED AND PAIN -:`s `o �, kr)a *INYN011 SG‘lv" 6.INSULATE FLOOR WITH R21 INSULATION. ,- s� s; t 4`3A Al` f.• '-Sep• i t ' . , FLOOR PLANJ f ---- S t, . .I RD ' �,-;r 7.INSULATE EXTERIOR WALL AND WALL ALONG STO' •I E ' ___-_ Jam` ' I �'! T EES R13 INSULATION. y z, k ''' r AI lr n nrn SCALE. 1/4" = 1 8.INSULATE CEILING WITH R30 INSULATION. _ = DRAWN ME/MS .a�,.4.�.®® 14.i � '�" 1 '#_ SCALE 1/4"/MS 9.SMOKE AND CO DETECTORS INSTALL PER CODE. - -..'t � -r JOB a. m, '9 r rr =" March 17,2014 �nx?:-:;ms---" -, SHEET NUMBER i A-1 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS.AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AU.BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK 1 DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DEWERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK I ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS i REVISIONS: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: - 1)RIDGE-TO•RAFTER ASSEMBLY: 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 JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING 1 When a collar tie Is wed in leu of a ridge strap,the number of 10d common nava required QTY SPACING BUIIAING HEIGHT (SEE PIANS) CONSTRUCTION NOTES: In each end of the collar tie need not exceed the tabulated number of Bd nulls In the strap. RAFTER TO 8'WALL 3.8d COMMON EACH TOE-NAIL \�l�l�I�•� TOP PLATE 10'WALL 4-Sd COMMON RAFTER TOTAL SQ FT OF CONSTRUCTION (SEE PLANS) `•✓� 0. 1)The information within this set of construction documents Is related to basic design 2).RAFTER-TO•WALL ASSEMBLY. CEIUNG JOIST e'WALL 3 8d COMMON EACH M • intent and framing details They are Intended as a construction aid,nota substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL.4 Bd COMMON JOIST TOENAIL �!�✓4111 V\•c•• for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or trust do not fall In line with studs below,rafters DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND .11 t' IL C'i State building codes The General Contractor it responsible for providing standard or truster 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 r r, B .G. . .•_• • .••D Lau • i. !e •x u x . a I. construction details and procedures to enmre a professionally finished.structurally the to the wall stud with uplift connections Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC tAp NAIL FRAMING ELEMENTS AS PER FLOOR PUNT.CROSS SECTION AND 4ENERAL NOTES - 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 OVER PARTITION WFCM•SBCLAP NAIL EXT.BALCONIES 60 2)The General Contractor Is responsible for ensuring that all work and constns _ction 3)WALL-TO-WALL ASSEMBLY COLLAR TIE AS PER TABLE 3 4 EACH FACE DECKS 40 meets current federal,state,county and local codes•ordinances and regulations,etc. Well studs above and duds below a floor level shall be attached with uplift connections In TO RAFTER WFCM•SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as art of the specifications tions for this buildingand accordance with table 3 3b,When wall studs above do not fall In line with studs below,the P P ATTICS w/STORAGE 20 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-ed COMMON EACH TOE DESIGN LOAD CALCULATIONS accordance with table 3.3 TO RAFTER END NAIL ROOF (GROUND SNOW LOAD) 20 3)Dimensions shall take precedent over scaled drawings RIM BOARD EACH END (LIVE LOADS PSF) ROOMS(OTHER THAN SLEEPING) 40 0 (DO NOT SCALE DRAWINGS) 4)WALL ASSEMBLY TO FOUNDATION. TO RAFTER 2.16d COMMON First wall studs shall be connectedROOMS to the foundation,sill plate,or bottom plate with uplift END NAIL (SLEEPING) 30 d 4)The detigner 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 40 n responsibility for construction coordinating with these plans.nor responsibility for foundation and slab•on•grade,15 inches In masonry block foundations,or lapped underNAIL NAIL GAURDRAILS(ANY DIRECTION) 200 U m R construction means,methods,technlquet,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 NOTE! 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 QTY SPACING (DESIGNED FOR CAT.C) Ni aEXPOSURE CATAGORY - .-1 rn ti spedfo use expressed or Implied In the use of these plant spacing Is to be spaced and sized in accordance to table 3,2e In addition to spacing, TOP PLATE TO 2.I6d COMMON PER FACE NAIL PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION D-' °t ry anchor bolts are to be spaced between 6-12 Inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE.I (ROOF-FOUNDATION) DETAIL PAGE 6,C,PNERAL NOTE PAGE 2 m z 5)Refer to the Window and Door schedule for exterior openings corners TOP PLATES AT JOINTS FACE 4.I6d COMMOf. SEE GENERAL NOTE PAGE r j 0 s INTERSECTIONS EA,SIDE NAIL NAILING SCHEAULE •T 6)The General Contractor Is to ensure that masonry or prefabracted fireplaces meets 5)TYPE I EXTERIOR SHEARWALL CONNECTIONS, STUD TO 24° FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE „u• °' •k 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 2•16d COMMON 0 C NAIL Sym,: attached with fid common nails at 6°o e at the panel edges and 12"o c In the field,and FIRE PROTECTIONSEE FLOOR PLANS Q V 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 I6d COMMON 16°0 C FACE (SMOKE A CO2 DETECTORS) CO' such at bookcases.shelving,pant closets,trims,etc edges end IO°o c In the field shall be In accordance with the length requirements specified HEADER ALONG EDGES NAIL g pantry. In table 3.15a b TOP OR BOTTOM 2•I6d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION E!c 8)Wind load requirements shall be taken Into account during construction PLATE TO STUD 3-16d COMMON.PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 4 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS, BOTTOM PLATE TO CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3 15a•b times the appropriate FLOOR JOIST.BAND JOIST, 2.1fid COMMON PER FACE NAIL 1)The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors In table 3 16. END JOIST OR BLOCKING FOOT SEE NOTE 1.2 GROUND WIND SEISMIC FROST WINTER ICESHIELD F determine Intended heights of Eelshed floor(s)above typical grade SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT OD 7)INTERIOR SHEA0.WAlL CONNECTIONS FLOOR FRAMING: _ LOAD (MPH) CATEGORY DEPTH TEMP REQUIRED HAZALORDS 2).All footings to rest on undisturbed(virgin)toll Allowable sidewall lengths provided In table 314 shall be permitted to be Increased when Interior shearwells are used Sheathing and connections shall be In accordance with JOINT DESCRIPTION QTY SPACING NOTES MODERATE SLIGHT TO 2.442 and 2 2,4 respectively. 20 LBS. 1 120 B SEVERE 3 FT. TO HEAVY MODERATE Il YES • - 3)Provide 1/2"expansion Joint material between concrete slabs and abutting JOIST TO, 4•ed COMMON PER TOE concrete or masonry walls occuring In exterior or unheated Interior areas I).CONNECTIONf AROUND EXTERIOR WALL OPENINGS: SILL TOP PLATE OR GIRDER JOIST NAI ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections In accordance BRIDGING 2.ed COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE be Any new concrete ovalis being attached to existing concrete structure shall with table 3 5.Window sill lates shall be have steel connectors In accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be indalled with#5 re-bar.18°long at 12'a c Use approved epoxy for Installation P AT PANEL EDGES SUPPORTS IN THE PANEL FIELD r/'1 3 5. BLOCKING EACH TOE v` 2-Bd COMMON 4'PERIMETER EDGE ZONE Bd COMMON®6°0 C Ed COMMON p fi°O C, SEE NOTES,1,3 tF' 5)Unless otherwise noted•all dabs on grade to be 2500 p s I Concrete to be TO JOIST END NAIL poured on 4 Inch thick sand or gravel fill with 6x6 wire meth reinforcing.Interior slabs 9)CATHEDRAL CEILING ASSEMBLY: BLOCKING TO. EACH TOE INTERIOR ZONE Bd COMMON®6°O C Bd COMMON®12°O C SEE NOTES:1(BOTH FIELDS) to be minimum 3.1/2 Inch thick All fig 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 3-I6d COMMON NOTE;2 FOR PANEL FIELD 6°maximum lifts(layers) anchored on top of the beam or slope connectors shall be attached to each rafter•to•rldge SILL OR TOP PLATE BLOCK NAIL O y ) GABLE ENDWALL RAM AND RAKE TRUSS Bd COMMON®4°0 C Bd COMMON @ 4°0 C. SEE NOTES.1,3 fL+--t7 6)Crawls stet to be provided with a minimum 18"x24"access opening Install one along the open telling pert of the building Connections to the ridge and wall shell be be LEDGER STRIP EACH FACE P P 8 attached with the above requirements TO BEAM 3•I6d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq ft,of area. JOIST ON LEDGER PER TOE NOTES r°'°I z DECK AND COVERED PORCH NOTES: 3-Ed COMMON 7) Residential oof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 14 N Y I 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 JOIST3•I6d COMMON OI END Q.' the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinlzed or stainless steel TO JOIST JOIST NAIL I)For roof sheathing within 4 feet of the perimeter edge of the roof.Including 4 feet on each side of the roof peak, �/ BAND JOIST TO, PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used _ �1 B)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 2•I6d COMMON w Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE,1 2)Tabulated 12 Inch o c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0 49 I-LI FRAMING NOTES into concrete with a minimum 12°rite x 7°long anchor bolt with washers and nuts. ROOF SH EA H TNG: For framing members with<0.42<G<0 49,the nail spacing shall be reduced to 6 inches o c H cn 1)All framing techniques and methods as prescriptive design of 2E06 SIC High Wind3).Posts supporting girders shall be anchored toe 12°x12N12°thick concrete footing JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction ManualUse a minimum 12'rile x 8°long anchor bolt with washers and nuts Footings Shall be 3 ft QTY. SPACING 3).Tabulated 4 Inch o c.nail spacing assumes sheathing to rafter/truss framing members with G>0 49 For AS PER TABLE 3 B framing members with 0 42<G<0 49.the nail spacing shall be reduced to 3 Inches o c 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. below grade Porches with covered roofs shall have tz'rile concrete piers for the girders. STRUCTURAL PANEL Bd WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir 4),Deck Joists to have blocking at 8'0 o,c., - CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTE! 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 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"die.bolts with washers and nuts ,JOIN DESCRIPTION ON SPACINGSEE NOTES 1.3(BOTH FIELDS) 4'EDGE ZONE Ed COMMON®6°OC Ed COMMON®12°0 C. NOTE.2 FOR PANEL FIELD where needed, GYPSUM , 7°0 C EDGE 4)Unless otherwise noted,all bearing wall headers to be(2)2010#2+BTR Doug Fir WALLBOARD Sd COOER$ 10.0 C.FIELD INTERIOR ZONE fid COMMON®6"O,C Bd COMMON®12'0 C SEE NOTE 3 6hall be a minimum Bearing wall headers to have(2)Jack studs and(2)full length studs on each side of all ),Concrete piers s6"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 plater for 2x4 wall ,All 7 Joists to be supported with hangers and anchors.Each Joist shall also be anchored s-= • openings between 41' and 6'0 and 2x6 walla nln s between 5'11 and 8'9 Provide fire ) ( pP H NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY Pe g to girder(s), JOINT DESCRIPTION and blocking where applicable _ QTY. SPACING - 8)Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURALBd COMMON AS PER TABLE 3.9 1)For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall 5),All flush beams/headers to be Installed with heavy duty galvinlzed hangers and PANELS WFCM•SEC be used. anchors whereet applicable to all connecting Midi PLUMBING NOTES 7/16°OSB 6d COMMON 3'0 C EDGE 6).Double up floor joists under walls that run parallel to the Floor Joist and under bathtub 1)All water supply,drainage and venting to be Installed as per N Y.S.Residential PLYWOOD b"O,C FIELD 2)Tabulated 12 Inch o c,nail spacing assumes sheathing attached to stud framing members with (C 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,n. on plans 5d COOLERS WALLBOARD 10"O.0.FIELD 7)Provide 2-1.3/4°thick mlerolams(height to match floor Jags)around stairwell and/o 2)Verify septic system with the Engineer for Suffolk County Health Department approval 3).Far exterior panel siding.galvinlzed box nails shall be permitted to be substituted for common nails. O other access openings unless otherwise noted(typical). FLOOR SHEATHING; NOTE: 3)If wall duds,plates or joists are cut out during Installation for any plumbing related work. NAIL NAIL s-a JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8)Dormers running up roof ratters are ro be supported by double rafters on either ride Provide adequate bracing and plates to protect and secure the structure.Verify with the QTY SPACING where applicable unless otherwise noted state code and manufacture's recommendation for maximum hole sloe and spacing permitted. STRUCTURAL PANELS 6"0 C.EDGE' EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. O En 9)Provide blocking/bridging In floor joists at 8'0 o c Use solid blocking In floor Joists 1°OR LESS Ed COMMOp 12°0 C.FIELD O HVAC SYSTEM NOTES1)PROVIDE 5/8"TYPE•X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS tIO FL. under all bearin walls NOTES: 2)USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ r H I).Mechanical subcontractor h responsible for adhearing to all applicable codes and safety 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR e.. requirements <3.ie-et.--' aeras W W 10)Provide Insulation baffles at eave vents between rafters Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF ' "T,vn y-° ,,AA -e:.- 0 a neededSection R602.8•FIREBLOCKING REQUIRED `.4`''"V"s"y 4 ��roq •- 2),HVAC subcontractor Is to full coordinate all data and re uirements with the MENTIONED IN SCHEDULE NOTES ONLY. $Pe(t..s7. Y systemq Flreblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) o,n y}yy+f; 0." ,--i equipment supplier and to form an effective Flre barrier between ftorles,and between a tap story and the roof space r <1" -t""" J"iz V1 1i),Unless otherwise noted,all roofs and walls to have a minimum 1/2'Ihick,4-ply Flr 1)Nailing requirements are bared on wall sheathing e, fi-. CDX extador sheathing grade plywood Plywood to cover over plates and headerc 3)HVAC subcontractor to provide final system layout drawing and submit It to the General nelled 6°on•center at the panel edge Ilwall sheathing Flreblocking shall be provided In wood-frame construction In the following locations. f'py_is ?P 44;2: q, `s ' Contractor and owner for final review and approval. Is nailed 3"on-center at the panel edge to obtain higher k .. s! ,w ` e 12)Unless otherwise noted use 3/4°thick TAG ITS Fir or Advantech plywood subfioor shear cepadtles,nailing requiremenn for dnsctural 1)In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor P� adhered with PL400 adhesive end screwed to floor Joists.Finished floor to be Installed ELECTRICAL NOTES: members shall be doubled•or alternate connectors, levels.Concealed horizontal furred spaces shall also be flreblocked at Intervals not exceeding 10 • ,g7., .1 ,v• r,-,� over subfloor as per manufacture's Instructions such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as Flreblocking In walls constructed $.1 .q3 j i',..,,,.,.,,4._(` -'� ci 4 1).All electrical to be Installed as per N Y S.Residential Constnsctlon Code using parallel rows of studs or staggered studs. �3f {{�r`y��, .; 13)All bathroom walls to have 1/2°thick moisture•resistent sheetrock.Garage walls and 2)When wall sheathing Is continuous over connected l • 51( •` 4.--- to callings and over furnace to have 5/8"well thick type•x sheetrock.All other parts of building 2).All electrlwl work shall be approved by a qualified Underwriter. - 2)Alall Interconnections between concealed vertical and horizontal spaces such as occur et soffits, members,the tabulated number of nails shall be permitted P ''FSS;. iJr,- a have regular 12°sheetrock All walls to be taped end finished to be reduced sol-16d nail per foot. drop ceilings and cove ceilings .1 xw _ -_ - 3)Install Smoke detector and Carbon Monoxide detectors throughout as per section R317 �, v" v"`Y-- - Y 14)All roof with a pitch less than 412 shall be Installed with an Ice&Water barrier or of N Y S Residential Construction Code 3)in concealed spaces between stair stringers at the top and bottom of the con.Enclosed spaces • f- „e•-• - ' '-..`2er• 4 DRAWN MH/MS 1 approved equal Flat roofs shall be applied with a Fiberglas base sheet with an EPDM under stairs shall comply with Section 0.314 8.N Y S Residential Code x _- SCALE 1/4"=1'-0" torch down type material over 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 03# 4 I .. 3g '. -;ff'y JOB# 16)All sill plates and wood In contact with concrete to be pressure treated Sill plates to flame and products of combustion. +s _ be installed with a foam sill gasket and cop-r-tex termite shield or approved equal -- „„-��_, •�? March 17,2014 c` Ji - - SHEET NUMBER 5).For the flreblocking of chimneys and fireplaces,refer to Section R1001.16 N.Y.S Residential Code `' `>-•" }'•--' _ r: -T, ° A-2 \