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HomeMy WebLinkAbout34814-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34186 Date: 02/16/10 THIS CERTIFIES that the building SCREENED PORCH ADDITION Location of Property: 6305 HORTON LA SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 54 Block 7 Lot 18.8 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 17, 2009 pursuant to which Building Permit No. 34814-Z dated JUNE 24, 2009 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 SCREENED PORCH ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ADAM & LISA ABLEMAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 11979 12/28/09 PLUMBERS CERTIFICATION DATED N/A C Autho ized ignature Rev. 1/81 Form No.6 �y TOWN OF SOUTHOLD ifliTi:T,I)ING DEPARTMENT 9c) �1 TOWN HALT, d� 765-1802 APPLICATION FOR CEWrHUCATE 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, slre:cts, 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 e(vifcate 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: l. 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 dunicd, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occu an -New dwelling$25.00, Additions to dwellin . $25.00 Iterations to dwelling $25.00, Swimming po $25.00"' ccessory 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, COrnTnercial $15.00 Date_ New Construction_ Old or Pre-existing Building- (check one) Location of Prroperty: A 0- 4 i 4 Ayl�, Lei ` House No- Street Hamlct Owner or Owncrs of Property__ //��i=/1 tg , , Suffolk County Tax Map No 1000, Section l Block Lot ej Subdivision------- Filed Map_ Lot: Permit No. 73` &l Lj 1—Date of Permit._------ Applicant.- Health Approval: DcP t. A l:- A pP /�/ Underwriters Approval. Planning Board Approval: Request for: Temporary Certificate Final Certificate: 41 (check onc) "- Fee Submitted: $ 7- 5 .� CIO Applicant Signature Z /Z 7 5SS669E6 %Z �l Oi-6Z-lG SUFFOLK BUREAU of I.E L E (� TRI.CAL INS PE.CT0R.S,.i:n 40 Nottingham Drive, Middle Island,NY 11953 Telephone:631 495 8136 Fax:631 980 6455 • E-Mail:SBEIGS@gmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Rons East End Electric Certificate No.: 11979 Rough In Inspection Date: December 28,2009 Final Inspection Date: December 28,2009 Application No.: 11979 Building Permit No.: 34814 34767 County Tax Map No.: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above: Owner: Mr Abelman Site Location: 6305 Horton Lane, Southold, NY 11971 Owner's Address (if different): 0 Residential Indoor Service 0 Shed £"0 �.>.Commercial �Outdoor �First Floor 0 Pool �Hottub 0 New 0 Renovation r° Second Floor 0 Attic Garage ........................................................................................ Addition '''Survey Other: screen room& pool ........................................................................................ INVENTORY ..................... g �..................... HID Fixtures .................... Single Phase j Heat pool- Duplex Recpt i Ceiling Fixture ............... Three Phase Hot Water GFCI Recpt L5_ Wall Fixture Smoke _-- Main Panel AC Cond _ J Single Recpt Recessed Fixture 6 CO Detect -- Sub Panel 60a-p AC Blower Range Recpt Flourescent Pumps 4-poo ....................... Transformer Appliances Dryer Recpt _ Emergency ' — Time Clock ,.........._....... ..............._.....• ..................... Disconnect Switches Twist Lock 4 poo I Exit Fixtures NSS I ...................... l FCI Breaker 1-poo Heat Pump Electric Heat I Pool Luminaire 4 Exhaust Fan t..................... :...................... Other Equipment:pool bonding-paddle fan The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: Rons East End Electric License No.: 4860-ME Inspected By: Roger Richert Date Of Certificate: Jan 04 , 2010 Signature: FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N..Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34814 Z Date JUNE 24, 2009 Permission is hereby granted to: CHRISTOPHER A GRATTAN" 6305 HORTON LANE ' SOUTHOLD,NY 11971 for CONSTRUCTION OF A SCREENED PORCH ADDITION TO AN EXISTING DWELLING AS, APPLIED FOR at premises located at 6305 HORTON LA SOUTHOLD County Tax Map No. 473889 Section 054 Block 0007 Lot "No. 018 . 008 pursuant to application dated JUNE 17, 2009 and approved by the Building Inspector to expire on DECEMBER 24, 2010 . . Fee $ 200 . 00 S Authorized -Signature ORIGINAL Rev. 5/8/02 OF SOUIyo! � o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 4--NSPECTION [t, FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: �"� i DATE 'f �9 INSPECTO OF SOUrh� • ao o�yCOU l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: EY DATE l7 INSPECTOR / i �o��OF SOUjyo�o 547P/ coum,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: c DATE / V & INSPECTOR , FIELD INSPECTION REPORT DATE COMMENTS JAT FOUNDATION(IST) FOUNDATION(2ND) t� z o. - C�J d ROUGH FRAMING& PLUMBING t� INSULATION PER N.Y. y STATE ENERGY CODE CeO FINAL ADDITIONAL COMMENTS N S O Z • rn Co z d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check T Septic Form N.Y.S.D.E.C. Trustees qr e> Flood Permit Examined (U a ,20 Storm-Water Assessment Form / Contact: Approved ,206�_ Mail to: Disapproved a/c Phone: Expiration � 20 D 0 U Building Inspector 0 JUN 17 2009 kPPLICATION FOR BUILDING PERMIT BLDG.DEPT. Date , 20 TOWN OF SOUTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has 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 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. (S tt ture 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 (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: ktx� House Number Street Hamlet County Tax Map No. 1000 Section S Block ­7 Lot 0c, Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy B n M b. Intended use and occupancy �vv c e 4�rc ,ld�/goy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition c (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. p -SG '1' z- 7. Dimensions of existing structures, if any: Front b . Rear Depth Z Height Number of Stories V. r 3 Dimensions of same structure with alterations or additions: Front ?=- Reams Depth Height G Number of;Stbdesrm— 4Z7 .,,,ia, 8. Dimensions of entire new construction: Front /�d Rear /�` 7 L- ...Depth Height Number of Stories 9. Size of lot: Front ��6 3 7 Rear ��. Z Depth 3 0d 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 /C Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor ©WC-t' Cows 7- Address /0 4:Phone No. 3 G 7- 731,0 &X 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO o� * 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 t4 * 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 NO­C�1— * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS COUNTY OF SU 41)1y—: Tc) h Yl l_(—o rl i r) being duly sworn, deposes and says that (s)he is the applicant (Name°of individual.signing contract) above named, (S)He is the (2-- (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is.duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of -0-- 20 09 CKI TOTH � � mate of New York Notary Public No.01 06190696 Signature of Applicant Commission ExpiSuffolk es July 8,2% 5UR VEY OF PROPERTY � �N r6rr r N 51TUATE: 5OUTHOLD ���® !N TOWN: SOUTHOLD N 5UFFOLK COUNTY, NY F 5URVEYED: MARCH 24, 20011 5UFFOLK COUNTY TAX # �- Ao 1000 - 54 - 7 - 18.8 CBRTHFMD TO: NQ 3555 < V DPP vo o ADAM ABLEMAN USA ABLEMAN LAIRS'H7f1C B ENSUIR-ANCE CORPORATION SOUTH BAY ASIBSTRAC77,H4C. p PPP OF O LOB s N „rnPP aQ � r w t,p, l7C os SN LQ'� �y \� G,PP�\O �p Win, \ s oll a o; 03�'� O N�Np 0- G v �P IF NEW YO C• E/yz ,P ,north-I.nc elwo[wn c.meitw,m e,...ey ( F I% mty neorng o IlceMea arr•nyo-5,e01 n o -J ,Ol' ��, • blabs Or,eClbe- ����l 'f�... 5-�,,,.•. O 1�I�S' / ��� b,na,talu„la trooYg9Vdg,s,ee,ce oN•dy5eaa-el c�ksVw.yo.Vye o•eaYe ea,ocb Oty.poIbr.a,rt prlvsrtnein,ebo[Sp.xeo!l,tiaWN e noSoI neelo.eobenbego0b.M e omcg AxY nal eroerC]ro„ma a neeo erew Nllc[m hclloL S.ortesmwO0bir..sr4wgeeo Iea soaate brbIOrbenv sl�o tun Eleeoteclery m,der ko e re,ePn!on leyrV onw IoaN,y g lwbP lZl,o o etec br.le nro„(v,Oo eeowLoVt lfypb OlabO.eW[[webwNe-nai Sy,e•- l.NOTES: 9wLAND b Vle m,Y�ee,OI me brleYg MtRutbn. f.ernlleo- ■ MONUMENT FOUND tb,ae�l ve le et"e oee tbrol btltrtbnf Area = 51,618 5. F. JOHN C. EHLERS LAND SURVEYOR Area = 1.050 Acres 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 &RAPHIG SGALE 1"= 50' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compagserver\pros\09\09-112.pro Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCAT[Oh: S.c.r.rn,#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A l a -D �7 ]� STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YOKK. ------------ Item Number: (NOTE: A Check Mark(.1)for each Question is Required for a Complete Application)' Yes No --------------------------------- ------------------- Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site — Improvements and the permanent creation.of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? ❑ This Item shall include all Proposed Grade Changes and Slopes.Controlling Surface WaterFlowl — 3 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural ❑ Existing Grade Involving more than,200 Cubic Yards of Material within any Parcel? — 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand(5,000)Square Feet of Ground Surface? F] — 5 Is there a Natural Water Course Running through the Site? ❑ Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to M One Hundred(100')of Horizontal Distance? v 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ❑ VC into and/or in the direction of a Town right=of--way? _ _ 8 Will this Project Require the Placement of Material;Removal of Vegetation and/or the Construction of F any Item Within the Town Right-of-Way or Road Shoulder Area? bL (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? a NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, —— Drainage&Erosion Control Plan is.Required and Must be Submitted for Review Prior to Issuance of Any Building Permitl ————————————————————— EXEMPTIONt Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! ————————————— STATE OF NEW YORK, COUNTY OF...........�r o \-v........SS That I, ..w.J ........<� lf<7.....................................being duly si'vorn,deposes and says that he/she is die applicant for Permit, (Name of individual signing Document) And that he/she is the :....................:......................... .� �.�`.!n....IXU Y1 trl.............................................................. (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner of 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 herewith. Sworn to before nie this; _ ...............................................day of.... ..J.. V. ............ ,20. 1q - VICKI TOTH. ' Notary Public. .:�. U /Mary Public State of New York i NiJ.ol�osrsosss :..................... -�— Qualified in Suffolk Coun (Signature of Applicant) \v� FORM - 06107 ' NAILING SCHEDULE GENERAL NOTES: FROM TABLE 5.1 OF THE AMERICAN FOREST 4 PAPER A550CIAVION (AF4 PA) MINIMUM ROOF LIVE LOADS {1 i;r !• ' I, All construction is to conform to N.Y, State 2007 edition and Local building codes. INSTALL "SIMPSON STRONG-TIE" WOOD FRAME GONSTRGTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS (IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION) 2. All plumbing is to conform to County and Local health department requirements,LSTAIS STRAPS- SECURE TO TOP OF EACH RAFTER W/ 14- 10d NAIL5 FJ015T DESCRIPTION NUMBER OF NAILS 1JAIL SPACING 3. All electrical work is to conform to Loco[, N.E.C. and Underwriters requirements _- TRIBUTARY LOADED 4. Contractor shall verify all dimensions and conditions in the Field prior to 1 I, ALL HEADERS IN EXTERIOR R AREA IN SQUARE FEET construction, Notify the Architect OF conflicts or discrepanciesai1l AFTER FRAMING FOR ANY STRUCTURAL 5, Do not stole the drawings, Written dimensions shall take precedence over scaled STRAPPING INSTALL 1,,"W 20 GAUGE GALVI I E Rafter to Top Plate (Toe-nailed) �)F MEMBER 16" O.C. W/3-BW NAILS O EACH END scaled ones. Larger scale details shall take precedence over smaller drawings. It is } (TYPICAL 0WALLS) HF-A ER AS OTED Wall height � ft. 3-8d' ' per rafter ROOF SLOPE O TO 201 TO OVER Wall height ".' - 10 ft. 4-8d' ° per rafter 200 600 600 the intention of the of the drawings to provide for a complete job in all respects. 1 —JACK STUDS Ceiling Joist to Top Pla'.: (Toe-nailed) b. The Architect shall be notified of all changes to the design, The Architect is not ,.x ---KING STUDS FLAT OR. R15E LE55 THAN 4 INCHES PER FOOTlifl It Noll height � it. 3-8d per Joist (115) responsible for changes made without notification, wlNDow OR DOOIR As NOTED. RISE 4 INCHES PER FOOT (1,3) TO LESS Wall height q - 10 ft. 4-8d' ' per joist 20 16 16 7, The Contractor shall be responsible for adequately bracing all work during — — NOTE, ALL WINDOW AND DOOR GLASS TO Ceiling Joist to Parallel Rafter (Face-nailed) Roof Span (Ft.) construction against breaking, collapse, distortion and misalignment according to COMPLY WITH R.G. OF N.Y.S. SEC RR508 THAN 12 INCHES PER FOOT (I,I) 16 1A 14 all codes FOR SAFETY GLAZING WHERE APPLICABLE 12 20 25 36 , standards and good practice. SI RAFTER TIES 3:12 Roof Slope @ 16' O.G. 5-Ibd 8-Ibd II-I6d 14-Ibd RISE 12 INCHES PER FOOT (1-1) AND 8. Provide smoke and carbon) monoxide detectors as per N,Y.5. codes • GREATER q, The installation of all materials and products shall meet all manufacturers 2 N,T.5. A,12 Roof Slope @ 16" o.c. 4-I4d 6-Ibd 8-I6d II-IQ each lap 12 12 I2 ON 5112 Roof Slope @ 16" o.c, 3-16d5-I6d 7-I6d 9-I6d each lap regyiramente. 10 7112 Roof Slope @ 16' o.c. 3-I6d 4-I6d 5-I6d b-Ibd . Concrete is to be 3000 p.s.i, min. an 2 ton per square foot soil bearing capacity. r-I � q,12 ROOF Slope @ 16' O.C. 3-16d 3-I6d 4-16d 5-I6d —INSTALL HOLDOwINS ® ALL OPENINGS 12,12 Roof Slope @ 10 o.c. 3-16d 3-16d 3-16d 4-16d Verify loll bearing capacity n field. II. Double Frame around OII openings, under parallel partitions and under bath tubs. ` • OCR/—• MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS �.� LLh / OVER W-O" OR WIITHIN 27" OF CORNERS Roof Span (ft.) (W POUNDS PER SQUARE FOOT) 12. "Teco" connections required at all flush structural load carrying conditions. r..� C) / Ceiling Joist Laps over Partitions (Face-nailed) 13. All framing lumber is to be Doug-Fir #2 fb=1150p,s.[,, E-I,4m p,s,i, N • 12 20 28 36 14. All headers and girders to be Doug-fir #2 fb-1250p.s,l„ E-1,7m p,s.1, q. 3:12 Roof Slope @ 16 15. All exterior deck framing shall be C.G.A. treated. o.c. 5-Ibd 8-Ibd Il-Ibd 14-I6d USE LIVE LOAD M 4:12 Roof Slope @ 10 o.c. 4-16d b-Ibd 8-I6d II-I6d each lop 16, The Architect allows one structure to be built with this set of plans, with one "•° ' <•. 5112 Roof Slope @ 16" o.c. 3-I6d 5-I6d 7-I6d q-ibd each lap EXTERIOR BALCONIES 60 building permit. The Architect shall not be responsible for additional structures O 7112 Roof Slope @ IbY o.c, 3-I6d 4-I6d 5-I6d b-Ibd built using these plans. ' —\ Ca g112 Roof Slope @ ib o.c. 3-I6d 3-I6d 4-I6d 5-I6d DECKS `1O 12112 Roof Slope @fib" o.c. 3-I6d 3-Ibd 3-I6d 4-Ibd 17, Pre Fabricated Fireplaces and flues shall be U.L, approved. " ! " ATTICS WITHOUT STORAGE 10 18. All headers not noted are to be 2) 2"xl2". INSTALL "SIMPSON STRONG-TIE" Collar Tie to Rafter (Face-nailed) 6-8d per tie ATTICS wlTl-1 STORAGE 20 Ia. Bridging to be either solid, I'x3" or 18 ga, cross-bridging, not to exceed V-0" o.c. W 1-4-2 CLIPS V 16' O.G. W/5-15c1 NAILS Blocking to Raft Toe-nailed 2-8d h d HOEDOWN CONNECTIONS c� OPENINGS Wg Rafter ( ) each en ROOMS OTHER THAN SLEEPING ROOMS 40 20. Provide daxmproofing at all exterior foundation walls. �•� OVF-R 61-01' OR WITHIN 27" OF CORNERS Rim Board to Rafter (End-nailed) 2-I6d each end SLEEPING ROOMS 30 21. All flitch plates, L.V.L.'s and girders are to bear on solid) wood posts and have WALL FRAMING solid blocking down to Foundation walls, ^ Top Plate to Top Plate (Face-nailed) 2-I6d per foot 22. All joists and rafters are to be bridged @ 8'-0' o.c. Top Plates at Intersections (Face-nailed) A-I6d joints - each side 23. Interior bearing walls are to be blocked @ 4-0" o.c. Stud to Stud (Face-nailed) 2-I6d 24' o.c. 24. Steel ASTM A-36 painted, bolts as noted (A307), welds-E70XX, reinforcement Header to Header (Face-nailed) I6d 16" o.c. along edges TABLE R301,2(1) ASTM qr. 60. �j2 �-I2 D�.T�.I L CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA 25. Record Architect is not responsible for supervision, inspection or administrotion rTl 2 N.T.S. Top or Bottom Plate to Stud (End-nailed) GROUND SEISMIC SUBJECT 2-I6d per 2x4 stud WIND TO DAMAGE FROM WINTER — Of this project. 3-I6d per 2x6 stud SNOW SPEED DESIGN DESIGN FLOOD WIND (MPH) CATEGORY FROSTLINE TEMP NO SUBSTITUTIONS 4-Ibd per 2x8 stud LOAD WEATHERING DEPTH TERMITES DECAY HAZARD EXPO:URE 45 PSF 120+ SUFFOLK SEVERE 3'-O' MODERATE SLIGHT TO SUFFOLK ^ Bottom Platt or Floor joist, Band joist, MPH B TO NONE MODERATE 11 NONEL B All Framinghardware shown on these plans, unless otherwise indicated is 'Simpson Strong-Tie". Tie", F� FJ•uljoist or Blocking (Foe-Waited) 2-I6d ' ' per Foot p ' P g- No sustitutions are approved or authorized due to the relationship Of framing hardware to the FLOOR FRAMING ETC, ENTIRE r-o" r-o• r-o" r-o• r-o• r-o• a• other components of the structure, any framing hardware substitutions will render these plans rT� BEAM LENGTH Joist to Sill, Top Plate oil Girder (Tot-nailed) 2-8d per joist null and void and will result in the Installer / Contractor assuming responsiblity for the design W Bridging to Joist (Toe-nailed) 2-8d each end and performanceof the entire system. Blocking to Joist (Toe-nailed) 2-8d each end P4 w Blocking to Sill or Top Plate (Toe-nailed) 3-I6d each block w Ledger Strip to Beam (Face nailed) 3-I6d each joist GLAZING PROTECTION FROM WIND-BORNE DEBRIS ENERGY NOTES= HEADER A5 NOTED ON P-ANS Joist on Ledger to Beam (Toe-nailed) 3-8d per joist O / Band Joist to Joist (End-roiled) 3-I6d -per joist I. All construction shall be in accordance with the recyiremernts of the N,Y.5. Energy d' —1 Band Joist to Sill or Top Plate (Toe-nailed) 2-I6d' per Foot NOTE, PROVIDE 57RUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF Conservation Construction Code latest edition at the time of permit approval.AND A MAXIMUM SPAN OF 8'-O" FOR EVERY WINDOW, PANELS , P PPraval• 0 ROOF SHEATHING SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH 2. Exterior doors and doors to garage U-.40 max, ���111 O MULTIPLE MICRO-LAM MEMBER AS XSTEEL FLITCH PLATE NOTED ON PLANS (IF INDICATED ON PLANS) APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE Structural Panels 8d see: PooF Sheathing Nailing SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. 3. Windows and all glass, U-.58 max, `I Qom'. N _lhedule this pore) A. All fireplaces to be provided with a damper for outside combustion air. 6/;'d BOLTS W/LOCK WASHERS Diagonal Board Sheathing r� � 1"x6" or I1x8' 2-8d each end 150-200 c,F,m, Flue to have tight scatted damper- max, air leakage 20 c.F.m. Crl FASTENER TYPE FASTENER SPACING I"xl0" or wider 3-8d each block 5. It shall be the responsibility of the Contractor to submit the size, design and PANEL SPAN PANEL SPAN PANEL SPAN MICRO--LAM / FLITCH PLATE BOLTING DETAIL CEILING SHEATHING type of mechanical systems which will be used in sufficient detail as is 2fZ" u(- wD. SCREws I6" 12" 9" op y the Building Department, ADJUSTABLE LIGHT ROOF RAFTERS AS Gypsum Wallboard 5d coolers 7:'.' edge / 10' field re fired b N.T.S. HANGERS (LS`.iU2B) NOTED ON PLANS 6, A11 thermostats shall be adjustable 45-75 deg. F; for combinationheating and STRAPPING dP C-ATNEDRAL- WALL 514FATHING 2Yz" 3*8 WD. SCREWS ALL MULTIPLE MICRO-LAM MEMBERS AND FLITCH BEAMS TO RA'°'1-ER TO RIDGE) see 5impilf Wall I6" I6• 12" cooling thermostats the range shall be 45-85 deg. F _ �— Structural Panels 8d Seewt'ting Pressure t Nailing 7, Combustion equipment For space heating and water heating shall hove a minimum BE BOLTEC> AS 5HOWN. �•T•s• Fiberboard Panels La"`'' the pore.) combustion of 75% and shall have standbyjosses less than the code specified 7/I6" 6d 31' edge / 6' field maximum based an actual equipment size. 25/32' 8d 31' edge / 6' field e. Insulate all pipes and ducts as per code. ' " FA5TENER5 AS NOTED q, Water service temperature controls shall be set at 140 deg. F mast. Gypsum Wallboard 5d cooler 7' edge / 10 field IN SCHEDULE ABOVE Hardboard 8d ) (see 5implif'Ied Wall 1 10. All lavatories and showers shall be equipped with devices to limit hot water flow j 5he,atling Pressure t Noilirg to a maximum of 3 m. @60p.s•i. pressure, , Particleboard Panels 8d 7ane6 M5 page.) WINDOW PLYWOOD AS NOTED g P P — SIMP50N BEARIING GLASS Diagonal Board Sheathing 2"x4" BRACE LARGER SPANS qVPm II, HVAC coolinge I ent shall be rated in accordance with table 4-6 of the Energy PLATE BP 3/4 INN' or I'x8' 2-8d per support Code; min. EER (efficiency) shall be as specified in tables 4-8,4-q, and A-10 of a• the Energy Code, �� HEADER A+5 NOTED I"x10" or wider 3-8d per support 12. Thermal transmittance values shall not be greater than the values tabulated in ON PLAN3i FLOOR SHEATHING w,NDow Code.gy •I I ►�_ 5IMCAP P N IPOST Sim?" E SILL I_, Allable 5-1 materalsF the ppable of obs•x-bing rroisture Fhn'l be rote:ted by a vo or borrier � '- CAP PCbb �� Structural Panels 1 I" Or less 8d 6"'..el dge / 12' field located on the winter warn, si,le. aF Insuiw •n, THREADED RtOD neater than I' 10d 6" e e / 6" field 14. Insulation shall be installed in a monrler that provides for continuity of insulation II NOTE: PROVIDE CONTINUOUS LOAD PATH e � HOLLOW LOAD FRO1"1 RIDGE TO ` FOU N DAT 1 ON . Diagonal Board Sheathin', at plate lines, bond joists and corners, .r BEARING COLUMN 1'x6' or I x8 2-8d per support II INIO' or wide)' 3-8d per support 'S UTTER"STORM DETAI PANEL ARCHITECTS STATEM ENT i M� ' Nailing requlrments ore based an wall sheathing nailed 6' on-center at the panel edg3a IF wall sheathing r�•y is nailed 3' on-center at the, panel edqe to obtain higher shear capacities, nailing recgeirments for � / structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to 1, Peter Tokor, Architect, state that to the best of my knowledge, belief and maintain the load path. ' When wail sheathing is cortir uous over connected members, the tabulated number off ra is shall he professional judgment that the plans and specification contained in these drawings permitted to be reduced to I-I6d nail per foot. comply with the N.Y.S. Energy Conservation Construction Code. Refer to MECcheck IICompliance Report filed as part of the building permit application, attached to these Coi5truction Documents, DECK HEADER SIMPSON POST AS PER PLAN BASE PC6o6 SIMPLIFIED WALL SI-IEATHING PRESSURE It, NAILING zorlEs['400D SI MPSON NOTEI THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN V DECK BASE P5166 P.C. PIER FOREST AND PAPER ASSOCIATION (AF 4 PA) WOOD FRAME CONSTRUCTION MANUAL �� FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION,SECTION 2, C I �—•1 TYP. ROOF CONST, O O ARCHITECTURAL GRADE 5-I O`llai�,t •)r��i`a?la f ,') `J � P (IBERGLASS ROOF SHINGLES 1 U�� �� U�II� 1W/ MATCH EXISTING) ON 154t S '/�,_l l I RIDGE VENT I ' A if Y F1 3 4 SHEA ON EXT, PLYWOOD (2)I3/4"X16"LVL RIDGE SEAM WITHOUT t_ l,•,� WALL SHEATHING NAILING SCHEDULE " ITHOUT CERTIFII CAT 7 v — 12 _ 12 v� ®COI '° ' If\p ►f 1 5-2 4 M r- TCH I'•-IA1'CH 4 EXI5T'G E 5-2 XIS F G L1.. ZONE 5 ZONE C. FIELD 4" o,c. all o.c. O 1i'EDGE BEAD BOARD CEILING ( O 2" STRIP VENT I (3)2"XI2" HDR. 3°"`t.°VED S i'�.:TED ALL y,o EXT. PLYWOOD WALL SHEATHING TD BE SECURED WITH bd COMMON NAILS- 2" x IIY�" GA, - PATTERN AS BEAD BOARD SOFFIT i -- - •--- . DATE: , ; 3 �r � INDICATED ABOVE. � z I SCREENED I 1� � PORGY-1 l FEE:�D,.��...,�_ �I}`: A. - - — NCTiF`( PIUIL[1,'." =:r T'T,{"E 'T AT 1 n N 1 REMOVABLE SCREEN 1 I I 765-1E.02 £3:;1~.fi 7.0 FOR THE PANELS (TYP,) COMPONENT AND CLADDING PRESSURE ZONES X I 1. FD G;1- 7i — NUME3ER5 INDIATE NAILING ONES ( Ill I I 1. FCI!JNC;aii N - l • _' F4;`i� r,CD U 5_3 5/4"X4"MAHOGANY DKG. � , -,` c O I W/ SCREENING BELOW S-3 FOR POURED C '''.CR T c 1 2. RO'Jr'H - FRAMIIi,!a & PLUti1,51NG ROOF SHEATHING NAILING 51::HEDULE � — _ — _ _ _ _ _ _ — _ — — 3. INSULATICid U 2"Xa"D.JRI6"O,C. 4. FINAL - CONSTRUCTION MUST Q +� I 3)2"XIO" GIRDER BE Cr."!DL FTr �;,- C.O. ZONE I ZONE 2 ZONE 3 ZONE 4 AL1_ CONS')F.L'. i I7N` 21,4A1_L K1EET THE a REQUIri�"d" :NTc T {c. �hDEa Oi=NEW u No. Date Title FIELD I O H" O.G. 12' O.C. 3" O.C. A" O.C. 2 r`' hI^'" rt' (_ 1 YC)Rl< ,��ATC. I, ;, :Ii �i=�n�SIi3L.. FOR � REVISIONS: IIII O Z I I I412°m P.C. PIER w/ IIII DESIGN OR CCNfi T RUCTION ERRORS. EDGE I IIII I IIII EMBEDED 6"xb" IIII IIII w Drawn 4" O.C. 6° O.C. a" O.C. a° o,G. I U I m I U I TREATED WD, P05-q U I I U I RETn." v i ORiVI WATER RUNOFF F y: ALL Y,," EXT. PLYWOOD WALL E SHATHING TO BE SECURED L J L J L-1L J PURSUANT TO CHAPTER 236 a PET WITH 8d COMMON NAILS- 2Y2" x IOYq" GA, - PATTERN AS OF THE INDICATED ABOVE. T T� -TOWN C l Date: SGT �N SD Ar?�1ytr 06/12/Oq FOR ADDITIONAL STRUCTURAL NAILING RE-.QUIR'=MENT6 O I O O A �� C� 0 REFER TO "FASTENERS SCHEDULE FOR STRUGYURAL MEMBERS" - TABLE R-602.3 (1) OF THE rRESIDENTIAL � wA��T�: c� o z SHEET No.: I ALL CONSTRUCTIr Jr,►.I. � .: � CODE OF NEW YORK STATE. QUIP /4 MEET THE RE 1 n �I ,r QUIP THE ° CODES OF NEV r a r +i E. \o 4,1 ,y CERTIFICATION OF s /'° NAILING & CONNECTIONS — / f' REQUIRED,. 'UNDEMR ILI,; „ �HTE o REQUIRED MCI OF 2 SHEETS ] - - ` � " ' ` r