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HomeMy WebLinkAbout36916-Z UFFOLIr Town of Southold Annex 3/28/2012 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35509 Date: 3/28/2012 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1080 Old Shipyard Rd, Southold, SCTM#: 473889 Sec/Block/Lot: 64.-4-24 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/3/2012 pursuant to which Building Permit No. 36916 dated 1/10/2012 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: construct 2nd floor bathroom dormer addition kitchen renovation&window replacement as applied for The certificate is issued to Haase,Lisa (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36916 3/23/12 PLUMBERS CERTIFICATION DATED 3/19/12 George Berry, Jr. Auth rized Signature TOWN OF SOUTHOLD, o�gUfrFO(,�Co , �� Gy BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36916 Date: 1/10/2012 Permission is hereby granted to: Haase, Lisa 480 Ruch Ln Southold, NY 11971 To: construct 2nd floor bathroom dormer addition, kitchen renovation &window replacement as applied for At premises located at: 1080 Old Shipyard Rd SCTM # 473889 Sec/Block/Lot# 64.4-24 Pursuant to application dated 1/3/2012 and approved by the Building Inspector. To expire on 7/11/2013. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $256.80 CO -ADDITION TO DWELLING $50.00 Total: $306.80 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. - 3• J a— New Construction: Old or Pre-existing Building: X (check one)Location of Property: 1'D°©D ®LD G4I . v��0 Pq��h LW 0�40 D House No. Street hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot o? Subdivision II _ I Filed Map. Lot: Permit No. V lO Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ PA. AP A 1'c igna re oF so�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q roger.riche rt( -town.southold.ny.us Southold,NY 11971-0959 couv,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECT RICIAL COMPLIANCE SITE LOCATION Issued To: George Haase Address: 1080 Old Shipyard La City: Southold St: NY Zip: 11971 Building Permit#: 36916 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Elec License No: 3897-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 1 Smoke Detectors 4 Main Panel A/C Condenser Single Recpt Recessed Fixtures 1 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 8 Twist Lock Exit Fixtures 11 TVSS El Other Equipment: 1-exhaust fan, 2-combination smoke/co detectors Notes: Inspector Signature: Date: March 232012 81-Cert Electrical Compliance Form.xis FOL,��o 0 ca g Fax(631)765-9502 Town Hall,53095 Main Road • Telephone(631)765-1802 P.O.Box 1179 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOL]D CER 'IEICATION Date: Building Permit No. . Owner: a -du" `f' u S A- 4r, o (please print) Plumber. J (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumber ature) Sworn to before me this of 112 �'�-�:, 20 VICKI L.LOPER Notary Public,State of New York 9 (1 No.01L06070081 ouafrfied in SUM �ounntyy f� Commission Expires—e'er—� Notary Public, <•, •- f/,_County pF SO(/j�olo '� \\ :Ns a� n �,ycOUM'{,� TOWN. OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: l tom' DATE ( ?� INSPECTOR qf SOUl�O o�yCOU ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1 ST [ �OUGHLBG. [ ] FOUND -ION 2ND [ ] INSULATION [ RAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: /91 � 6 1 , DATE �y INSPECTO SO(/l�olo N � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL TR (FINAL) REMARKS: A4_ / DATE INSPECTOR pF SO(/T�olo cOUM'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING P<FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: b DATE r °� INSPECTOR / FIELD RLsPEGTx4N REPORT DATE COM MNTS. FOUNDATION(1ST) � FOUNDATION(2ND) r-- ROUE$FRAM'CNC& PLOWING INSULATION PER N.Y. STATE ENERGY CODE V `a FINAL ADDITIONAL COMMENTS Pd �z m CA �o �z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL. Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthForLnet PERMIT NO. Check Septic Form . N.Y.S.D.E.C. Trustees Flood Permit Examined l 20_&_ Storm-Water Assessment Form Contact: 1 Approved 20� Mail to: r) vY Disapproved a/c Phone: ��G✓-�(Q�� Expiration 20_/� Building Inspector E:2m, PLICATION FOR BUILDING PERMIT Date 3 20 )O- INSTRUCTIONS letely 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 aftef the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described.The. applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and-regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (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 De Ste4Lk� Name of owner of premises Gt Li'0 d LKzA �� ✓ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 10°oC7 19IO 620P401h House Number Street Hamlet County Tax Map No. 1000 Section Block Lot a Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and mte ded use and occupancy of proposed construction: a. Existing use and occupancy �10 �� - q YVL I(ti► fe SI J64',U b. Intended use and occupancy S 3. Nature of work(check which applicable):New Building Addition Alteration— Repair Removal Demolition Other Work W K1,A J l� (Description)Y-aW 4. Estimated Costa 0-6D 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. 7. Dimensions of existing structures, if any: Front W �5 Rear 15(0% 5" Depth Height ,2 I`-1 0`' Number of Stories 5 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front- I g�LkRear Depth )50 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?.YES NO 14.Names of Owner of premises Address d Phone No. Name of Architect G 12oa)I Q Address 15l,. Phone No Name of Contractor 1 LL� Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO'x * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY QUIRED: b. Is this property within 300 feet of a tidal wetland?* YES NO7— * 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 ) t(( being duly sworn,deposes and says that(s)he is the applicant (Name of ind vidual si 'ng contract)above named, CONNIE D.BUNCH Notary Public,`state of New York (S)He is the De Sl No.01BU61850050 E)uafifiContractor A e orate Officer,etc. ed in Suffolk can;f ( g t,Corporate ) Commission Expires April 14 2Cd- of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this �.Q day of / n 20j Notary Public S'gn ture of A plicant Tom Hall Annex J Telephone(631)7gg65aa-11802 54375 Main Road H � (631)7�r10[tl.nV US P.O.Box 1179 G - tuner richer-1 own.SO Southold,NY 11971-0959 ;;Q/ "�tJfli� BUILDING DEPARTMENT TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �� l JJu rtiS Date: lAdZI Company Name: Name: (��( iZa �✓' License No.: Address: 05 a G / 51-�tic Ire Phone No.: JOBSITE WFORMATION: (*Indicates required information) *Name: *Address: /0 60 G L45A,` *Cross Street: wC[a n Zr- *Phone No.: Permit No.. Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle Alf That Apply) *Is job ready for inspection: ! NO. Rough I 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 lnspecHon Form pF SOUryOI Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 N O2ke Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOI (� S March 16, 2012 Lisa Haase �1040 Old Shipyard Rd Southold, NY 11971 TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) ✓ Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00 Final Health Department Approval. (AP lumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 36916 —Addition/Alterations 1 � REScheck Software Version 4.4.2 Compliance Certificate Project Title: Haase Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 8% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Old Shipyard Lane Nancy Dwyer Design Consulting,Inc. Southold,NY Southold,NY e s • •- • Compliance:2.3%Better Than Code Maximum UA:221 Your UA:216 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or D•• Perimeter • Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 725 19.0 0.0 34 Wall 1:Wood Frame,16"o.c. 1265 11.0 0.0 101 Window 1:Vinyl Frame:Double Pane with Low-E 105 0.300 32 Door 1:Solid 20 0.200 4 Wall 2:Wood Frame,16"o.c. 106 15.0 0.0 8 Ceiling 1:Flat Ceiling or Scissor Truss 725 19.0 0.0 37 Compliance Statement. The proposed building design described here is co istent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building en designed t�j meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.2 and to com I the dato require ents listed in the REScheck Inspection Checklist. C- CrM 14 . ��TE � Name-Title Date 7 NEW - qto "Elf 41, '7'O SSIV ` Project Title: Haase Residence Report date: 12/07/11 Data filename: Untitled.rck Page 1 of 4 STREET ADDRESS: 1040 OLD SHIPYARD LANE L` �oN SURVEY OF PROPERTY A T S 0 UTHOLD = T 0 WN OF S 0 UTHOLD LOT NUMBERS REFER TO "SUBDIVISION MAP S UFFOLK COUNTY, NEW- YORK OF FOUNDERS ESTATES' FILED IN THE SUFFOLK 1000-64-04-24 COUNTY CLERK'S OFFICE ON MAY 10, 1927 O{ SCALE: 1 "=20' AS FILE NO, 834, MARCH 13, 2002 vl) ea` a2 350/ / r G � / eOJf GAR$ s e 01 3 ���15 LQ Z°' CERTIFIED TOr 00 LAURA P, YOUNG Po�E NORTH FORK BANK SOUTH BAY ABSTRACT, INC. � g5 r � Q 5 6 /AREA=11,227 SE, N.Y,S, L IC. NO. 49618 ECONIC U EYORS, P.C. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION (631) 765 - 5020 FAX:(631) 765-1797 'OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. P D. BOX 909 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 1230 TRAVELER STREET A■=MONUMENT SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR SOUTHOLD, N.Y. 11971 0 — l o WHOSE SIGNATURE APPEARS HEREON. z O o O � N O c6 W W HAA5E KE51DENCE , — , ELECTRICAL z W -� lu INSPECT10K REQUIRED Q � PLU MBER CERTIFICATION ON LEAD CONTENT BEFORE / \ _ CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER o SUPPLY SYSTEM CANNOT z > W �,z ® ® EXCEED 2110 OF 1 io LEltD. ��tTl'�D �o ]��2 I PLUMBING � o ��: ?Sl•�a /' °o ALL PLUMBING WASTE �' Q � &WATER LINES NEED NIllEQWMM :MC'. w O W ® TESTING BEFORE COVERING 7Z65188Q2 88AMAT�44pWyFFOh 5 = ® FEQL q �T�S O O O U ® � 11.F TM�����I R L o 0cn cn 22.RRl FFR19 NCpNWNNO. MU;~ jIi SSTRA�R G ftt��fbP6&k�6ULK ' 33.IN�®�14�RT�AN . ` U N ��/ z ' 44.F(�1bI LE�Q S•��.a��� ��' �.��• �-,:.r�V�9s c�' I IAA ,Ft�R�O LLILILU �,1� I_Y; �,TF .:•, AALIdGAI $�G�Q�I�NALLf�IE T�THEAIL JL — LLLLLLLU ?REQWBMEN.T ;OP�THE CODES OF N� cv °, "" > ~ X® INSTATE, OT RESPONSBLE FOR W N DESIGN OR CONSTRUCTION ERRORS W ll__I — m TW2846 LLLLLLLLTW2b46 a_ z LTGXIAGIf 5UNPORCH LL ^ TO REMAIN A5 EXISTING ■ z z �. z Lu O QD z z ^- z OS FRONT ELEVATION 00 U - -SCALE: " = I '-0" O OF Or-ly�Cd 9 V. 2� ILIL i LO4 SSiO�� �' z — ►� cv C m W z ) .J m 1 U z o } BUILDING DEPARTMENT CRITERIA LMUJILWUAtLffli GARAGE t 5UNPORCM I OCCUPANCY CLA551FICATION R-3 RE5IDENTIAL-SECTION 3 1 O BUILDING CODE N.Y.S. z USE DWELLING UNIT-SECTION 3 10 -3 10.2h1ut—ULTW2846 TW2846 TO REMAIN A5 EX15TING z z 2 HEIGHT TOTAL 2 It-10"+/- ILILLLilLLLIN r 11 s FIRE AREA(50 54 5Q. FT. (NEW) �— 3 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION (f) 4 DE51GN CRITERIA PRESCRIPTIVE DESIGN -2001 HIGH WIND EDITION WFCM W 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS itt , itltltillC) 6 DESIGN LOAD CALCULATIONS PAGE 4 7 WINDOW AND DOOR SCHEDULE PAGE 2 8 LOAD PATH SEE BUILDING SECTIONS 9 NAILING SCHEDULE SEE PG 4 I 10 EGRESS N/A � ', ` i . I I PLUMBING RISER DIAGRAM EXISTING 12 FIRE PROTECTION SEE FLOOR PLANS AND SECTIONS RIGHT S 1 D E ELEVATION � r � PAGE: 13 TRUSS DESIGN DRAWINGS N/A 14 ENERGY CALCULATIONS ATTACHED SCALE: " = 1 '-O" lt,5at�bcnd'NewYc�kStatelawfcrary�sa�unl�she�l�isaclin�under�dAofa6censed�rz7fe.�semsla�gnea-cr-rz°gsta-edart�dtect, toelta�an�tana�th��e�'aizs�anyway. lfap'anca�paniteinG-earsngffie�ealofanerz�inea•-craret�rfecl-,�alta�d,ftealfernz����' I cr-arz;hrt�tsha//affrx to fhe�far�/ tea/and the notafxr ells ed b}�fd�.d hyhr�tiasgzafvre and tfe date d'sucti alterat�,and a desa�ba�of fhe alte�-aba7. The cr�grcal.sealmg eng�crarz;tirtect a�oG�a�famed. WINDOW SCHEDULE -- -- - - 77777 TW284G TILTWASH 4.G2 9.0 10 4 25.9 -28.1 50 5 0 ED W TW284 10 TILTWASH 5.03 0.73 10 4 25.9 -25.1 50 1 FIRST FLOOR EGRESS Q O TW28210 TILTWASH 2.54 5.2 10 4 25.9 -28.1 50 2 Z N Q TW2032 TILTWASH 2.171 4.2 10 4 25.9 -28.1 50 1 Lu — TW304 10 TILTWASH 5.7E 1 1.2 20 4 24.7 -26.9 50 2 1 SECOND FLOOR EGRESS NEW CONSTRUCTION ALL WINDOWS TO BE ANDERSEN,STORM WATCH WINDOWS,UNLESS OTHERWISE SPECIFIED z WINDOWS TO BE WHITE EXTERIOR,PINE INTERIOR,CLASSIC SERIES LOCKS 8 HARDWARE IN WHITE FINISH AND FULL EXTERIOR SCREENS J W SIMULATED DIVIDED LIGHT GRILLES WHERE SHOWN ON ELEVATIONS Q U Q } Q Cn Q m CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B MUST HAVE PG UPGRADE KIT. COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER E MEETS NY STATE EGRESS REQUIREMENTS TABLE K 301.2(2)NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE. CUSTOM GRILLES-SEE ELEVATIONS Q Z WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH PFMOVEA13LE 5/8"WOOD STRUCTURAL PANELS > W N WITH MAXIMUM OF 6-0"SPAN. FASTENERS FOR SPANS UP TO 0-0"SHALL BE 2 1/2-#8 WOOD SCREWS AT I G"O/C,FASTENERS y} s FOR SPANS UP TO&-0"SHALL BE 2 I/2"-#8 AT 1 2"O/C. TABLE 301.2.1.2 z - O = � C9 ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED (n Z® OO 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR Q IIIJUM GLAZING MUST MEET ASTM E 199G TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. Q — REFER TO SECTION R I GO9.1.4 FOR ALTERNATIVE OPENING PROTECTION. O IMLL W203 JUL L-LLw / L1L lc) W N U-i z GARAGE 4 5UNPORCH z 0 W28411 ILLLLLLL TO REMAIN A5 EXISTING _ Z Lp z w 0LLLLU U z U z �J"" r X BACK ELEVATION s l o 9 SCALE: ' = I '-O" h q IF] TW30410 Hi J U z � 1 � U W z o (n . GARAGE AS EXISTING z .o O } Q U z z z o S J-� I V J W I) LEFT SIDE ELEVATION SCALE: �F = I '-O" PAGE: 1t.5 a vvbt7cn of New Yca*State law fcranype-5m to alteran/teal on thc5e pans n ary way lfa pan crpan/terriGearmg the seal ofan engmeercrarcfbtect saltered ttealtamg��gl 2 orarcfirtectshallalfir to tfe/tern of500t alteradcn anda--rrc&dc 5;l of the alterabcn. The ca7c�rcal5ealmg Agr a ara'ntect5f da�o �farned z — g o 0 O c NEW CONSTRUCTION o z N o J — lL SEGl10N � A z J lu Q I— ls) I I QI 1 m EDGE OF EXISTING TW2032 FIRST FLOOR WALLS -- O P N _D; T } ( EXISTING ATTIC _ 't N 02 O = Q w X I Y i / \. 2�+68 I n z O O cvz Q O 6ADDLEx 0 cv w O LU c\j _ — _LINE OF EXISTING O O O z dU CEILING CHANGE WALL LEGEND: v z O O cn cf) Ic j ° I WALL TO REMAIN EXISTING BEDROOM °L WALL TO BE REMOVED NO CHANGE ------ . . — — — x Q EXISTING RIDGE ------ - TO REMAIN EXISTING BEDROOM NEW CONSTRUCTION N — NO CHANGE EXTERIOR WALL 2"X 4"STUD FRAME, R 13 INSULATION R/ `n W/ I LAYER Z" PLYWOOD LU N v SHEATHING I IAYER2' GYPSUM L W m BOARD ON INTERIOR 2"X 4"STUD FRAME z v m/ WITH I LAYER 2° GYPSUM — Z BOARD ON EACH SIDE; USE z L x MOISTURE RESISTANT BOARD t — N z USE WONDERBOARD ON ALL AREAS O > z 2 TO RECEIVE TILELU z z O HEADER NOTES: z J ~ PROVIDE 2- 2"X G"HEADER ABOVE NEW BATH WINDOW, G'-5" HEADER HEIGHT O O0 Um x 0 UCD O O � ® SECOND FLOOR PLAN BATM SCALE: 4" = 1 '-0" U MALL BEDROOM BEDROOM Z C9 — — — — — — — — — — — — — — LL z —I c� D ,^ U z0 Q U z z z o L �c OF NE (s) cn Ire L OP /r I Q EXISTING SECOND FLOOR I� SCALE: i 6' = 1'-O" >i �822A .-- PAGE: lts aLati of New YorkState lawfa anyr unless fly 1.5act7ny under ofa to alfa an tenon ffie5eparzs naw way lfa/aan c�^pan Stan G�armg tfie gal ofan ergmea crardbtect�alf�n%falta�l� rev- 3 orarahlfect shall aHir to#ae/tem fs.�t.�rsealand tt,�notation'altered bj/'fdbyh�✓fia•sgnature and the date d'sr,�'h altera6cn,and a d�ptrcn of fhe alterabcn, The ongnalsealing 'cr•arr�rtectshcr�ld ado G�aTfarned. Lu 1— O z — NAILING SCHEDULE -- - - -- -- ---- -- - ------ -- -- -- - n O C/ 2001 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL ARCHITECTURAL ASPHALT z0 N JOINT DESCRIPTION NAIL QUALITY NAIL SPACING ROOFING WITH 15# FELT Oz OVER B' CDX PLYWOOD SHEATHING W ( — n ROOF FRAMING _ WITH ICE It WEATHER SHEILD Q z RAFTER TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER RAFTER @ PERIMETERS *VALLEY5 iO'-0"wALL:4-8d PER RAFTER 12 EXISTING 2"X 8" RIDGE CEILING JOIST TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER JOIST TO REMAIN 1 0'-0"WALL:4-8d PER JOIST 3 z LU CEILING J015T TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP LLJ CEILING JOIST LAPS OVER PARTITIONS FACE NAILED 5EE TABLE 3.7 EACH LAP 2-2" C.B.THRU C.J. t R.R. Q v Q } COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE RYPICAL EACH i oC BLOCKING TO RAFTER TOE NAILED 2-8d EACH END 6 0 G' n U} n [17 RIM BOARD TO RAFTER END 5IMP50N H7 NAILED 2-1 6d EACH END CONNECTOR WALL FRAMING "X G" C.J. G.T. jt" C. TOP PLATE TO TOP PLATE FACE NAILED 2-IGd ' PER FOOT FASCIA WITH VENTED �� EXISTING 2°X Gil C.J. Q TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS-EACH SIDE SOFFIT; ALIGN *MATCH / STUD TO STUD FACE NAILED 2-1 Gd 24"O/C TO EXISTING SHED DORMER HEADER TO HEADER FACE NAILED 16d I G"O/C ALONG EDGES TOP OP,BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD 2- 2"X G" HEADERS ABOVE W N 3-1 Gd PER 2XG STUD BATH HALL - NEW WINDOW; 4-I6d PER 2X8 STUD BOTTOM PLATE TO FLOOR JOIST, C520 STRAPPING - O z > BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-1 Gd PER FOOT Q W ' n cn z O 2"X 4"STUD FRAME EXTERIOR . FLOOR FRAMING WALL @ 16" OC., R-13 INSULATION �/ Q JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER JOIST p[ W O BRIDGING TO JOIST TOE NAILED 2-8d EACH END W/ I LAYER 2' PLYWOOD SHEATHING; STAIRWELL LU � 0 BLOCKING TO J015T TOE NAILED 2-8d EACH END HOUSE WRAP SIDING TO MATCH BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-16d EACH BLOCK Q 0 Q U LEDGER STRIP TO BEAM FACE NAILED 3-IGd EACH JOIST EXISTING F.J. TO REMAIN n U to cn JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST BAND JOIST TO J015T END NAILED 3-IGd PER JOIST EX15TING R.R. PLATE BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-IGd PER FOOT TO REMAIN ROOF SHEATHING STRUCTURAL PANELS 4'PFRIMFTFR EDGE 70NE- I G"O/C-G"AT PANEL EDGES EXISTING FIRST FLOOR LO 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD AREA TO REMAIN, NO CHANGE — INTERIOR ONE- 1 G"O/C-G"AT PANEL EDGES AND 1 2"AT „/ N 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD Ll� Ili FOR ROOF SHEATHING WITHIN 4'-0"OF THE PEPIMETER EDGE OF THE ROOF,INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK,THE 4'-0"PERIMETER 11 ' N EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. LL.] i LL! CEILING SHEATHING W m GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10"FIELD J— _ WALL SHEATHING ^ • STRUCTURAL PANELS 8d 4'FDGF 70NF- I G"O/C-G"AT PANEL EDGES AND 1 2"AT z LQ INTERMEDIATE SUPPORTS IN THE PANEL FIELD z LU 81A INTERIOR ZONF- 16"O/C-G"AT PANEL EDGES AND 1 2"AT _ INTERMEDIATEO SUPPORTS IN THE PANEL FIELD 0 ( Il z FIBERBOARD PANELS 7/1 6" 6d 3"EDGE/G"FIELD �J 25/32" ad 3"EDGE/G"FIELD GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ I O"FIELD - z 8d 4'FDGF ZONE- 1 G"O/C-G"AT PANEL EDGES AND 1 2"AT1-1 HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD BUILDING SECTION "All ad INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 1 2"AT L INTERMEDIATE SUPPORTS IN THE PANEL FIELD SCALE: 4' = I'-O" O (� FLOOR SHEATHING � z � STRUCTURAL PANELS- "OR LESS 8d FG-EDGE/ 1 2"FIELD 0 o Nadmcg requirements are based on wall sheathing nailed G inches O.C.at the panel edge. If wall sheathing is nailed 3 inches O.C.at the panel edge to obtain U (h higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear Plates,shall be used to maintain the O load path. When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-I Gd nail per foot. 0 Corrosion resistant I I a e roofin nails and and 16 a e st les are permitted,check IBC for additional requirements. GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard for Hurricane Resistant Residential Construction; SSTD 10-99 and 1995 SBC High Wind Edition Wood Frame Construction CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Fasteners and Connectors for Wood Frame Construction WEATHERING SEVERE I . A continuous load path between footings, foundations walls, floors, studs and FROST LINE DEPTH 3'-0" U roof framing shall be provided. TERMITE MODERATE TO HEAVY Z DESIGN LOAD CALCULATIONS DECAY SLIGHT TO MODERATE 2. Approved connectors, anchors and other fastening devices not included in U WINTER DESIGN TEMP. I 1 ff nn c0 ICE the Standard Building Code, Table 230G. I shall be installed in accordance with V MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) z SHIELD UNDER- AS PER MANUFACTURERS manufacturer's recommendations. EXTERIOR BALCONIES 60 - - -- -- -- ---""--` l.L-.1 LAYMENT REQUIRED SPECIFICATIONS/STATE CODE 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the DECKS 40 FLOOD HAZARDS J weather or sub cot to salt corrosion in costal areas, shall be stainless steel or ATTICS WITHOUT STORAGE 30 hot dipped galvanized. ATTICS WITH STORAGE 40 • ROOMS(OTHERTHAN SLEEPING ROOMS) 40 TABLE R30 I .G 4. Where windows and doors Interrupt wood structural panel sheathing and >— zSLEEPING ROOMS 30 � O >- siding, framing anchors or connectors shall be provided at the top and bottom ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBER5 z of cripple studs, header studs, and at least one stud at each side of opening. STRUCTURAL MEMBER ALLOWABLE DEFLECTION Q U z CRITERIA FOR CALCULATION OF DEAD LOAD 5. Ridge straps shall be attached to each pair of opposing rafters except where ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. Rafters havincj slo es cycater L/180 z z 0 collar ties of I xG or 2x4 lumber is located in upper third of attic space and ARCHITECTURAL GRAPHIC STANDARDS than 3/1 2 with no finished ceilincj attach to each pair of rafters. attached to rafters �o G. Uplift connectors shall be provided at each rafter bearing. SNOW Interior walls It-partitions H/1 80 OF NEPf W 7. Floor to floor hold-downs to be provided every 48, and every 16 within 4 GROUND SNOW LOAD 145 lbs. Floors t plastered cfellln s U3G0 of exterior corners. All other structural memebers L/240 SEISMIC Exterior walls with plaster or H/3G0 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the DESIGN CATEGORY 113 stucco finish ' /t foundation with anchor bolts having a min. bolt diameter of 5/8 and 3 x 3 x 'J 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 Exterior walls- wind loads with L/240 inches of each end of each plate. Anchor bolts shall have a minimum embedment WIND brittle finishes \,�, .5822A of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located WIND SPEED 120 mph Exterior walls- wind loads with Ul 20 00 �� PAGE: within 12 Inches of corners and at spacing not exceeding 4 feet on center. EXPOSURE CATEGORY 113L Iflexible finishes lt,s a t oLahm of New Yak.5tate Law fcraWpc•5a,ulie55 O•a Gce�zsed profess�mmal enyne��orrregstered arriirfect to alter an&f m on fhe5epan3,nary way lfa pan crp'an/tem beam y the seal ofan ergmeer cr arrhrlect�alfer�d tfiealfab�g�rgneer �' craro�t&�tshall affix to lie item nobt7an' of5ach altmb ,and a desaptcr cf thealterat�l. Tic ongrol seaing errgr a aret�fects ClalsoG�