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HomeMy WebLinkAbout34181-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34576 Date: 09/23/10 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 770 BRAY AVE LAUREL (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 126 Block 1 Lot 17 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 8, 2008 pursuant to which Building Permit No. 34181-Z dated SEPTEMBER 22, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING COVERED FRONT PORCH, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to PAUL J GRASSO (OWNER) of the aforesaid building. SUFFOLK. COUNTY DEPARTMENT OF HEALTH APPROVAL N/A- Ell CTRICAL CERTIFICATE NO. 10208 09/15/10 PLUMBERS CERTIFICATION DATED 09/17/10 EDWARD SANDORA Authorized Signature Rev. 1/81 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. 34181 Z Date SEPTEMBER 22, 2008 Permission is hereby granted to: PAUL J GRASSO 770 BRAY AVENUE LAUREL,NY 11948 for SECOND STORY ADDITION(2 BEDRMS&BATH) 10 'X24 ' FRONT PORCH ADDITION INTERIOR ALTERATIONS AS APPLIED FOR. at premises located at 770 BRAY AVE LAUREL County Tax Map No. 473889 Section 126 Block 0001 Lot No. 017 pursuant to application dated SEPTEMBER 8, 2008 and approved by the Building Inspector to expire on MARCH 2 2010 . Fee $ 265 . 60 Qu d S g ature ORIGINAL Rev. 5/8/02 Form No.6 D V� U TOWN OF SOUTHOLD BUILDING DEPARTMENT SEP 2 2 2010 TOWN HALL 765-1802 BLDG.DEPT. APPLICATION FOR CERTIFICATE OF OCCUP NGIZ TOWN OF SOUTHOLD 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 210 of 1%lead.. S. 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 6oinpleted 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 L .. Certificate of Occupancy-blew 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. 3Vew Construction: Old or Pre-existing Building: (check one) Location of Property: 77 © House No. Street Hamlet Owner or Owners of Property:. . hu L �-IZl4SSc� Suffolk County Tax Map No 1000, Section-'. Z Block O I Lot . `7 Subdivision Filed Map. Lot: Permit No. 3�/ Date of Permit. '2 Z� i(' Applicant: 2�V J �2i�SS C7 Health Dept.Approval: Underwriters Approval Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ � � C) Applicant Signature SUFFOLK BUREAU of ELECTRICAL INS PECToRS. inc. 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: PAUL GRASSO Certificate No.: 10208 Rough In Inspection Date: Apr 17, 2009 Final Inspection Date: Sep 15, 2010 Application No.: 10208 Building Permit No.: 34181 County Tax Map No.: 126 01 017 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: PAUL GRASSO Site Location: 770 BRAY AVE, LAUREL, NY 11948 Owner's Address (if different): ®Residential R Indoor ❑Basement ❑Service ❑Shed ❑Commercial Outdoor First Floor ❑Pool ❑Hottub New ❑Renovation ®Second Floor ❑Attic ❑Garage ®Addition ❑Survey Other: INVENTORY Single Phase Heat Duplex Recpt 14 Ceiling Fixture 4 HID Fixtures ___. -1 Three Phase Hot Water GFCI Recpt 2 Wall Fixture 1 Smoke . . .........I .................... g p ......._...- 1 Main Panel AC Cond Single Recpt Recessed Fixture 4 CO Detect - - ---------' Sub Panel' AC Blower Range Recpt Flourescent Smoke CO Combo i.3...............� — -- ------------ Transformer Appliances Dryer Recpt Emergency Time Clock .................... i...__....._.......I Disconnect Switches 11 Twist Lock Exit Fixtures Pumps GFCI Breaker Heat Pump Electric Heat Pool Luminaire Exhaust Fan ........... Other Equipment:1-Fan Light Combination 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: PAUL GRASSO License No.: Inspected By: Roger Richert . Date Of Certificate: Sep 20 , 2010 Signature: �5•� .� soUryo - Town Hall Annex l0 . � - • Telephone(,631).765-1802 54375 Main Road Fax(631)765-9502 PA.Box 1179 G Q Southold,New York 11971-0959 ��' �O BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: J. G e,R S SLR . (Please print) Plumber: L dk-�u fi /✓1 Sf}n�0o ,,y4 P j f` (Please print) I certify that the solder used in the water supply system contains less.fhan 2/10 of 1%. lead. (Plumbers Signature) Sworn to before me this day of "u 20 1 KENYA.JULISSA ZAVALA Notary Public,State of New York. Qualified in Suffo�� Notary Public, tY Res.No.01ZA 0 ��•�� County MY Commission ExpiFes 0&09-2014 pF SOUTyo�o _3 + l g f .7- `y�ourm,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR pE SOUryOlo comm,�`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 STROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ll DATE IF/� 1f INSPECTOR SO&ryo�o 3 �( V z— ' O�ycou N 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 XIFIRE RESISTANT PENETRATION R ARK ` �y DATE �30 ® / INSPECTOR OF SO�lyo�o courm,��' 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 x,"A REMARKS: 14allk 9 r DATE / INSPECTOR SOUryo�o 1 ( Z_ Courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND XINSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: LL q � DATE "������ / INSPECTOR OF SOUTyolo 3 q— l ]y '� # 0 J � • ao - co 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 REMARKS: A DATE ! -l� �� INSPECTOR ` ' .. yf FIELD INSPECTION REPORT DATE COMMENTS G FOUNDATION (1ST) `3 -------------- ��� FOUNDATION (2ND) \� z 0 p � H ROUGH FRAMING& H PLUMING _-- -- o� -l— -- kkql INSULATION PER N.Y. - -- y STATE ENERGY CODE \ FINAL r ADDITIONAL COMMENTS c� o z - m c o � d x d t4 ro .0..3 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 Boa approval FAX: (631) 765-9502 �-� I l Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 200(� '7 � " , � � "' �� ; ;� Storm-Water Assessment Form r a Contact: Approved Z/2_,20 S P �4a�fio-- Disapproved a/c 5LDG.DEPT. T WN F S !ITHOLD p Phone: ,1✓G" ' ��,f�' Expiration 20 O V Building Inspector APPLICATION FOR BUILDING PERMIT Dat � , 20�_ 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 inspectio (Sign'alure of applicant or name,if a corporation) (jailing address of applicant) i t{ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ?ywc (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: -1 -1 () BP-r+ y ►�vL�'• L� y2LL House Number Street Hamlet County Tax Map No. 1000 Section t :xfY'fBlockt$°��'T`'p''I' Lot 0 �� Subdivisions;, ,4 B Lot 2(�-.i �lJ`�'�+ _,t,;Filed Map-No. q 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S i tC gm I b. Intended use and occupancy i o� L ( - l' 4 ° o r� 3. Nature of work (check which applicable): New Building Addition V 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. 7. Dimensions of existing structures, if any: Front 4 fT Rear 2q 1 Depth 3� 1 Height Number of Stories Dimensions of same structure with alterations or additions: Front Z� F! Rear 7-�� F Depth FT� Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear. Depth 10. Date of Purchaseuj V Z G W35 Name of Former Owner P—►04R9-b H L-`IZt S/4 r-014L 11. Zone or use district in which premises are situated r 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOK M 13. Will lot be re-graded? YES NO_�, Will excess fill be removed from premises? YES NO-)(-- 14. Names of Owner ofpremises uL � SS®Address I}1lG Phone No. 1631, 'Z-S& 6Ol� Name of Architect �1' r ng��Address 3 1= Phone No 51� `721 Name of Contractor Address. (5 AF&2d 1)793Phone 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 O LK PAU L J being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Loy)e r (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 g h day of 206r, NOTARYP NME otary Public NO 62-462g77�NEW Y0ftmature of Applicant 0UALIFIED IN SUFFOLK COUNTY ter'''`.,SSION EXPIRES NOV 30,20.f d doBuff 11 Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FO RM °1 PROPERTY LOCATION: S.C.T.M.#:rk THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 12—(, 01 01-� STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW PORK. --- --- ---------------------------------------------- Item Number: (NOTE: A Check Mark(4)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? — El(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 WaterFlow! — El 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 El Five Thousand(5,000)Square Feet of Ground Surface? 5 Is there a Natural Water Course Running through t!le 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 ❑ / One Hundred(100')of Horizontal Distance? ✓✓✓_ 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ❑ 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 ❑ / any Item Within the Town Right-of-Way or Road Shoulder Area? (—/ (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? ❑ 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 Permit! —_— —--— EXEMPTION: 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, j/ COUNTY OF S(Ul'�O.LJ.4:..................... SS That I. ................................................................................ being duly sworn,deposes and says drat he/she is the apphcwlt for Permit, (Name of individual signing Document) Andthat he/she is'die ................................................................................................... .. . .............................................................. (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of die Owner of Owner's,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 die manner set forth in die application filed herewith, Sworn, to before nie this; !•.:....................... day of..... � j11..�. /�.. ,20 � Notary Public: C � . .. � v! J- UNDAF�(t O N YO LEjIgnature of Applicant) FORM - 06/07 NO 52-4624771 RIC OUAL171ED IN SUFFOLK COUNTY COMMISSION EXPIRES NOV 30,20 09 BUILDING PERMIT EXAMINER CHECKLIST *Date Sabmitted:,5,5/4V7*Date Reviewed�_J��/0 � ►pplicaut: C d (Srz�S - U Owner; ►rchitect/Engiueer aLl. k cO ncl�a CilC�) Estimated Cost: !CTM# 1000- j - / Subdivisiou: Zone: --� Couformiug? 'roperty Address:--no City: a an Pre Cos? luilding Permits (Open/Expired): BP Z/C/0 BP /0DJ-Z/C/0 Info: - ;P -Z/C/o Z- , Info: BP -Z/C/o Z- Info; BP -Z/C/o Z--,111fo: :Ingle & Separate Search Required? Y o N etertninatiou: d MQ. Lot Size; ACT. Lot Size: REQ. Lot Cov. ZO ACT: Lot Cov. �Q. Frotzt ACT. Front REQ Side to ACT, Side o REQ. Rear PROP. Rear ;EQ. Height . ACT. Height _ 'roject Description: nd !Cyo2 ajdA 4wl , NN\Abdt\\1/' Vaterfro a t? Y o05 f yes, water body. Panel# Flood Zoue: Bullchead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED luffolk Couut), Health: Y of f yes, *Bed#: *Date: _/_/_ *Permit#: Towu Septic: Y or I If no, certification required: Y or N Received: Y or N By: dYS DEC: rar-nrC 9/1175 Y OrODate: _/_/_ Permit #: or NJ Letter — Notes: iouthold Trustees: Y orf?Dat.e: / / Permit #: or NJ Letter — Notes: iouthold LBA: Y oi�DDate: —/ / Permit 11: — es: iouthold Planuing: Y o�&ate: / / Permit #• — Notes: Cowu Laudmark C of A: Y or N DTE: / / *NYS CODE Compliance (page 2): Y or N Votes: Fee Structure: Calculation: Fouridatioll: fSF 1. ( ( / _SF)- L� SF)= ( SF X $ First Floor: SF + Initial Fee: $ , Second Floor: SF + Additional Fee (�); $ Other: a SF 2. ( SF)- ( SF)= SF X $ =$ Total: pl SF + Initial Fee: $ + Additional Fee ( : $ TOTAL: $ �� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRArPHHIIC DESIGN CRITERIA:'/ Grou i p (;n d Snow Load: 45 Wind Speed: IZOMPH Seismic Design Categoryi B / Weathering: Severe Frost Depth: 36" �Terinite: M-H f/ Decay: S-M_ Design Temp: 11 V Iee Shield Underlay: YES Flood Hazai ds: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA.: ENGINEERED iSC DULL FRAMING DESIGN ELEMENTS: /N IIEADERS: YIN WALL STUDS: YIN GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS: YIN ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: YIN DESIGN LOAD CALCULATIONS:P/N LI«-( N DEAD:(�j/N SNO1�,: YIN SEISMIC: YIN )VIND: VINT WDT DOW AND DODDD���CCCOR SCHEDULE: \4ISSLE, TESTT.: Y UIREMENTS: Y/N EGRESS 5.7 S FN ° LIGHT 8%: Y LEI '\ANT 4%: "N NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRESS:ON PLUMBING RISER DIAGRAM ON LOCATION OF FIRF. PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/l\I CERTMICATION: Y/N ENERGY CALCS r TOTAL COMPLI CE? 1/N (RETURN TO PAGE 0NE) "pF SO�jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a� Southold,NY 11971-0959 Q c4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD September 21, 2010 Paul Grasso 770 Bray Avenue Laurel, New York 11948 TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $25.00. Final Health Department approval. ,"*--Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 34181-Z additions i I J � I cz r^ I w 000 00 Z LO of r r 160 oU o�t 31 ,• � y �'d. �Jo t Z90 sf Vo 15 �f----- - ,y 00 � a N� 30 0 "0 t t o " SURVEY FOR GERARD P GOEHR/NGER OEM 27,i LOT NQ 29, "GEORGE/ rUTH/LL, SECT / AM /3, AT LAUREL DATE AUG 8, /5 TOWN OF SOUrHOLO SCALE /":20' SUFFOLK COUNTY, NEW YORK No, 84-688 B uwuTN0111zco ALTERATION OR ADDITION TO mIf GUARANTEED TO SURVEY 0 A VIOLATION OF SECTION 7109 OF THE EOU/rY ABSTRACT, /Nc NEW YORK STATE EDUCATION LAW R COPIES OF THIS SURVEY NOT BEI THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SMALLHOT BE CONSIDERED TO BE A VALID N GUA ANTEE5 INDICATED HEREON SHALL TRUE UNPONLY f0 FNT-DATA FOR APPROVAL TO CONSTRUCT THE PERSON FOR WHOM THE SURVEY IS PREPARED H AND ON HIS BEHALF TO THE TITLE COMPANY,GOV[RN- \ v,T�-MI ! N SOURCE OF WATER FRIMTE,sCUBIIC_ MENTAL AGENCY AND LENDING INSTITUTION LISTED . SECTION•/ �BLOCK/LOT„/7 HEREON,AND TO THE ASSIGNEES OF THE LENDING "•LLINBS WITHIN 100 FEET OF THIS PROPERTY INSTITUTION GUARANTEES ARE NOT TRANSFERABLE SMOWN HEREON TO ADDITIONAL INSTITUTIONS OIT SUBSEQUENT d(4% 4,,;s92, AND SEWABE DISPOSAL SYSTEM FOR THIS RSSIOEHM OWNERSSTANDARDS OF THE SUFFOLK COUNTY DEPARTMENT *DISTANCES SHOWN MERLON FROM PROPERTY LINES to EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOS[ ANO AR[NOT TO BE USED TO LSTABLIfN PROPEATYLINES ON FOR THE ERECTfOR OF FENCES : CREScheck Software Version 4.2.0 NJ( Compliance Certificate Project Title: Energy Code Analysis Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 17% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: 770 Bray Ave Paul Grasso Paul Lombardo Laurel,NY 11948 Laurel,NY Paul Lombardo ARCHITECT 516-783-5430 pal55arc@aol.com a a Compliance:0.9%Better Than Code Maximum UA:341 Your UA:338 Gross Cavity Cont. Glazing UA Assembly D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1078 30.0 0.0 38 Ceiling 2:Cathedral Ceiling(no attic) 863 30.0 0.0 29 Wall 1:Wood Frame, 16"o.c. 1618 11.0 0.0 122 Window 1:Wood Frame:Double Pane with Low-E 245 0.340 83 Basement Wall 1:Solid Concrete or Masonry 768 30.0 0.0 54 Wall height:7.5' Depth below grade:5.0' Insulation depth:5.0' Door 1:Glass 34 0.340 12 Boiler 1:Other(Except Gas-Fired Steam)80 AFUE The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and si s age,the attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications ar compli de. A•Lano-aa Name-Title sig9fture aa: .• �� ,a Date a ,9 f,Q � tool" CF E4 .. r),'D ,N(7 P17.C,C77 7-7)IN 1171 V Y 24'-0" OCCUPANCY 0IR OF FOUNDATION LOCATION USE IS UNL V-3j" 21-6j" 24'-0" 1 HAS BEEN APPROVED. AWFUL r T111NED AS NOTED 3046 DW 3"D14 - - -- - - -- - -- - - --- - --- -- - - -- -- - - - - - WITHOUT CERTIFICATE Ar TIC - - - - - -- - -- - -- - - -- - - - - - -- - -- - - - �/MM/4-1 UZMZ///z --—-—-—-—-7 r273rx-1107-—-—-—-—---- F (2)2"" W/1/2'FL)rW FU------- OF OCCUPANCY DATE: -?< �?(i C4 TO REMAN rrP IS 11 ItWTING ALL CONSTRU.",T101`4 SHALL b//Z.7i --- — — — — —— — —— — ——— -- I L �7 (2)21IX121 UV 12"PLYWD (2)2"X12"W/1,42"PLYW 211x oiler CODES OF NEW YORK STATE. 7,65-1802 8 AM 'TO �`Al ROR THE IIX411 41IX411 L7 !QL-05. — POST— POST b 0 b 0 FOLLO7v'NG =91 COMPLYV,,,!7Y ALL COD ES OF •2oll 811 L JOS x %9 EXISTING EXISTING 1. FOUVDATIC)INI - 7�,_� 1FdEQ-J1FE-D X -_ I E 10 11 811 A 211 all 2 x 2fix 811 NEW YORK QT AT & TOWN CODES FiR 16,110C x N A 4 A I -E E I RR 16110C FJ lb"oc FJ 16 loc AS RE-QU1�1-ir—.- !,ND CONDITIONS OF 2. ROUGH - FRAM'i"�",;"E'..' PLWv,E:NG y< b 11 (oil z SOUTHOLD TOWN ZPIA 3. INSULATION C14 4"X411 '47 2 x 2 -Al eL 4. FINCOMP - ONIS)TRI11;CTI"DIN MUST Cj ligot, A- -3 PO 11X BE LETE F0` C.O. POST (3)2N 10" lu SOUTHOLD TOWN PLANNING BOARD _j (3)2N 10 GIRDER Slippm RUCTION a-!ALL MEET THE C4 x SOUTHOLD TOWN TRUSTEES 14EW PROPOSED if 1011 ExTatin tu PROVIDE(I)-3/8"x 11/4'STEEL PLATE OF A 2 x 150THE SIDES REFER TO DETAIL THIS SHEET REQUIREMENTS OF THE CODES E3E0F,00M *13 X PROPOSED (el! 'A 2lix 10" N Fj 16"Or BEDROOM 2 N.Y,S.DEC YORK STATE. NOT RESPONSIBLE FOP, (gELMO = MASTER 5R FJ 16"oC omz-r- DESIGN OR CONSTRUCTION ERRORS. SD). g (DELEM �1 8D. EXI-STG BASEMENT RETAIN Ogg. S.D. (gam. STORM WATER RUN FF PET. ocilt 53 LIN. PET. 0ELEC, I PET. 2< L 2)2"X8" S.D. PURSUANT To CHAPTER 236 0 UNDERWRITERS CERTIFICATE Existing I&C'm a OF THE TOWN CODE. C-4 DET. 11 all BEDROOM 01 REQUIRED 2? x A I 2"A 16 A (2)2"x 8' (gELE iJ 6.0. A FJ I(0 iic NIBING OCK N T -1 ALL 31.(011 DET. PLUMBING WASTE & WATER LINES NEED 411X411 8 HALL 01 TESTING BEFORE COVERING POST :X Im x op<, HALL I" C:LOS. _N C.L.06. 2(o C14 PLUMBER CER TIFIGA TION — — — —— — — — — — — (A50VE)GIWER Prol POSSCIV — — —COUNTER FF Lo GA CERTIFICATE OF L ON LEAD CONTENT BEFORE UP OCCUPANCY EXISTING ———> EXISTING STEEL SOLDER USED IN WATER A 2"x 811 N L COL" 31/2" C)IA. SUPPLY SYSTEM CANNOT q--Fj 161,0C P, EXISTING STAIRS (TYP FOR 5) CERTIFICATION OF EXCEED 2110 OF 1,?,Io LEAD. Linen TO REMAIN NAILING & CONNECTIONS UP 1 6 Closet EXISTING REQUIRED. ExIstimog Ra ling 34" 19 - I Ito KITCHEN 12.0 GIRDER SUPPORT k rz x I a t I n 0rm.L,!0. Z11L PROVIDE(I)-3/8"x 114"STEEL PLATE LOFT 0cm. 130THE SIDES REFER TO DETAIL THIS SWEET PET. EXISTING STEEL COL"31/2 0[A-- LIVING ROOM 0 LL—— — — — — — — —C­u N�D to (BELOW) (Z 0 0 x x EXISTING EXISTING x oil A 2"x 8" 241 C4 F A 2" LU LU '4 FJ_16"oo 14 FJ 16' 17 '47 L EXISTING LIVING ROOM A-1 OELEC. FRAME5PL Existing -� (gam RES. 01"12 i I DINING ROOM OELEC. EXIST'G S.D. STEPS I , ID. XI 24� W, 1 , ------ PROF05ED PORCH _\J—PROPOSED ADDITIO r q 288 SF ' i i i i I i 211 811 2" 8" cplA 2"x 8" L TOTAL (HATCHED A AS) 1100 0" % 1 [ 11 11 x FJ I(0 x 24-1 x 0C x IN FJ I& -1711 111 4 : -%I L., rj I -NJ ROOF- OVER IC41 LrT---------- -j PROPOSED PORCP-� fit I I coo X -- --- 2< IL--------j ! Q) J, C141 -1 03 0 ---------- 0I- , co' U U U PROPOSED :?C1 x 411X411 A PORCH I 2 x 'A r\ A 2 x 8` L POST N FjI 1(0 FJ I(olloc Pr C,41 N FJ I(O"Or- IF II I COLUMN (TY`P) (2)2"x-8' (2)2"x 8" N 211 all .001 -15.00 I r x r-- — — — — — — IF — — — —— — -- - —— — — — — — i — —— — — 2lix all 2lix 8" J_ BFRANr AVENUE (v-10. �4- — 241-0" 11.1111 oil, Proposed 24'-0" Proposed SECOND FLOOR PLAN FIR5T FLOOR FLAN scale 1/4" = V-01f Proposed O Proposed FLOT FLAN FOUNDATION 4 5A6EMENT FLAN scale 1/�" = 1'-�" / sra le : I" = 10' PROPOSED ADDITION = 288 SF PROJECT STATISTICS TOTAL (HATCHED AREAS) 11-411 EXISTING FLOOR Ca STRUCTION TO REMAIN LOT AREA = 1,500 af 5ECTION 1261 5LOC,< 1, LOT 11 TYPICAL] LEGEND EXISTING HOUSE AREA 865 SF ALL SITE INFORMATION TAKEN FROM SURVEY PREPARED BY : SCRIBE a WALL (TYPICAL ) PROP. GARAGE -25?-5F_ MUNICIPAL LANE) SURVEY P.C. II D1 DOOR MARK P&ED W= SHELF W= BLOCKNG 3 SIDES Prop. ADDITIONS 288 SF 4V NORTH PUTNUM AVENUE Wl WINDOW MARK TOTAL AREA 1405 5F LINDENHURST, NEW YORK 11151 0 0 V­ 0 io, 114011 11/2"DIA POLE SECURED t_ SCRIBE ®WALL TYPICAL bu DATED: MAY 28, 113,30 EMEF�SENCY ESCAPE 4 RESCUE OPENING IT W FLAMES BOTH SIDES.0 0 0 EXIST 5" X 1 1/2" JI S.U. GIRDER WOOD BLOCKNG 3 SIDES OF LOT COVERAGE 113% S! OE-E- SMOKE DETECTOR HARDWIRED MT. A Oc CAFRZ150N MONOXIDE DETECTOR HARDWIRED Zi FIXED WOE) SHELVES Flo-51 ROOM Nulem PROVIDE 2 3/8" x 1114" STEEL PLATES , ONE ON EACH 60E OF EXISTING 15.U. LOAD BEARING WALL EXISTG. 3-1/2" STEEL COL'S GIRDER. THROUGH DOLT W1 1/2" CARRAIGE BOLTS 6 16" 0.0 STAGGERREO. 1 6-20-08 SUBMISSION TO THE DEPT. OF BUILDINGS (SOUTHHOLD NY) f= T1T10N LEGEND EXISTG.3-1/2" STEEL COL'S ELEV. SECTION EXISTING PARTITION TO REMAIN PAUL A. LOMBARDO ARCHITECT r I, 3939 New York Avenue EXISTING PARTITION TO BE REMOVED DETAIL EXISTING B.U. GIRDER NELLI PARTITION (1) LAr'ER 1/2" DETAIL A& DETAIL (516)783-5430 Seaford, N.Y. 11783 Fax (516) 783-0085 COAT CLOSET DETAIL KT.S. LNN CLOSET DETAIL KTA. -SCALE 3/4" 1'-0" GYPSUM E30- EA—SIDE OF STUD W1 SHELVES ALTERATIONS AND ADDITIONS TO THE: Drawn By Sheet No. GRASSO RESIDENCE Scale 770 BRAY AVENUE (T.O. SOUTHHOLID) LAUREL, N.Y. Al 'X F 2"x L `�`Ps ET'( N V j Ir 2 2 F OM -1i, LL n bATE: Drawing: FLOOR PLAN & SITE PLAN Of FS5 K4NMILS ffl;lO{'4 NYEMCC = R315.1 HANDRAILS. HANDRAILS HAVING A MIN.AND MAX. HEIGHTS OF 34" AND 38",RESPECTIVELY, MEASURED VERTICALLY FROM THE NOSING OF THE THREAD,SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAY'S.ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGHT OF THE STAIRS FRAME WALL WITH TWO OR MORE RISERS FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT.ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR 1/2" CDX PLYWOOD SAFETY TERMINALS.HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 15 " BET. SUBSTRATE THE WALL AND HAMIDRAIL. W/40 ARCHITECTURAL G R315;2 HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR ALUMINUM CONT. W/40 YEAR MAN WARRANTY PROVIDE EQUIVALIENT GRASPABILITY. FLASHING: W/ VENTIN TYPE I. HANDRAILS WITH Av CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-Ilia" ROOF CONST. W/ AND NOT GREATER THAN 2". IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION INSULATION IN BAY' OF AT LEAST 4" AMID NOT GREATER THAN 6- 1/4 ", WITH A MAX CROSS SECTION DIMENSION OF 2-1ia" TYPE 11. RIDGE VENT (TYPICAL) PROVIDE FLASHING AT ALL RIDGE VENT (TYPICAL) HANDRAILS WITH Ai PERIMETER GREATER THAN 6 -114",SHALL PROVIDE A GRASPABLE FINGER ACCESS AREA ROOF BREAKS AND INTER5ECTIIONS. ON BOTH SIDES OF THE PROFILE.THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4" MEASURED 12 VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16" WITHIN 1/8" - BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8" TO A LEVEL _ THAT IS NOT LESS'THAN 1-3/4" BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL VERTICAL.T-111 SIDING ABOVE THE RECESS SHALL BE I-lia" TO A MAX OF 2 -3i4". EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. -= VENT FLASHING LOR TO MATCH EXISTING NEW "ANDERSON" WINDOWS - -_— __- Y J- �7 I'V DETAIL W/ LOW "E"GLASS (TYPa _ —_ AT ROOF/WALL INTERSECTION NTS _-_ -__-- (SEE SCHEDULE DWG A-3) — T.C.PLATE TIE-N EXISTING ROOF W/PROPOSED ELEV. + 16' — ' CONT50FFIT VENTING I TYPICAL EXISTING SKYLIGHT t0 REMAIN- 1 PROV.ARCHITECTURAL GRADE ROOF SHINGLES - EXISTING ROOF LINES W/40 YEAR MAN.WARRANTY TO BE MODIFIED (DASHED LINES) PROV.ARCHITECTURAL GRADE: ROOF SHINGLES — W/40 YEAR MAN.WARRANTY — - TA.2ND FL. ol — — ELEV. +8'. 1/2" — — — — — AZAK TRIM BOARDS 1 1 �i i 1 j1 ��i► AZAK TRIM BOARDS (TYP) ASPHALT ROOF W/ column 2'-0" CANT. RETURNS AS SHOWN iii i i i n iyl ° i 1 it EXISTING WINDOWS TO BE REPLACED "FYPON" M62408 (8' HIGH)BO>OC COLUMNS PER OUNER(SEE SCHEDULE DWG A-3) v ILI T.O. 1ST FL. ELEV. +/- 0'-0. — — — — GRADE GRADE GRADE � EXISTING WOOD STEPS AND SIDE DOOR 13„ DIA CONCRETE FILLED I I I I I j l M I I I I 1 1 TO REMAIN SONOTUBE FOOTINGS(36" MIN IDEPTH TYPE LJ LJ LJ L LJ LJ LJ EXISTING FOUNDATION WALLS_ AND FOOTINGS PROPOSED NOTE: I RDI �t� ( EAST) ELEVATION A� I01 � PROVIDE HANDRAILS AS PER SECTION R 31D OF NYSTATE RES.CODE - --- - - - - - -- - - -- - - -- - --- - - -- - - -- -- ---- -- - -- - --- - - PROVIDE GAURDS ON RAILINGS AS PER SECTION R 316 OF NYSTATE RES.(CODE 1- - - -- - - - - - -- - - -- - - - - - - -- - - -- - --- - - -- -- -- - -- - - - - - -� scale 1/4" = 1'-0" SEE R315 HANDRAILS 'THI5 DWG. PROP05ED 51DE (NORTH) ELEVATION PROV.ARCHITECTURAL GRADE ROOF SHINGLES scale : 1/4" =1'-0" W/40 YEAR MAN.WARRANTY ' PROV.ARCHITECTURAL GRADE ROOF SHINGLES W/40 YEAR MAN.WARRANTY 12 � 1 r — - _— _ - EXISTING CHIMNEY CAP TO�� � - � - --__-- -- _--- ------=-- �- SURFACE ATE�D���ADIBOVE NEAREST ROOF PROVIDE FLASHING AT PROVIDE FLASHING AT ALL ROOF BREAKS AND INTERSECTIONS. WALL INTERSECTION PROVIDE FLASHING AT ALL ROOF BREAKS AND INTERSECTIONS. i TO.PLA+ '-10 ELEV 116'-10 1/2"— ELEV. — \ a 12 Wes/40 YEAR MAN WARRANTOV.ARCHITECTURAL Y ROOF SHALES VERTICAL.T-111 SIDING - — 13 COLOR TO MATCH EXISTING - O VERTIICAL.T-111 SIDING VERTICAL.T-111 SIDING COLOR TO MATCH EXISTING NEW "ANDERSON" WINDOWS a COLOR TO MATCH EXISTING W/LOW "E" GLASS(TYP) - - (SEE SCHEDULE DWG A-3) TA.2ND FL. T.O.2ND FL. " ELEV. +8'-10 1/21 — ELEV. +8'-10 1/2" — f � EXISTING ROOF LINES TO BE MODIFIED (DASHED L2'-0" „ , WHITE: VINYL SOFFIT �h n'� 11 1 � 'FYPON %2408 (8 HIGH)BOX COLUMNS t OVERHANG EXISTING WINDOWS TO BE REPLACED PER OWNER(SEE SCHEDULE DWG A-3) IL ii n u n J a tA.1ST FL. TA.1ST FL. ELEV. +/- f�_0„ — ELEV. GRADE GRADE I II I I I I I 0 f II I I I I I M EXISTING FOUNDATION WALLS IL J L J L J PROPOSED I AND FOOTINGS -'EAR ( WEST) ELEVATION rL ---- - - -- - --- - - -- - - --- - --- - --- - - - ------- - - -- ---- - 1 6-20-08 SUBMISSION TO THE DEPT. OF BUILDINGS (SOUTHHOLD NY) scale . 1/4" = 1'-O" .� (- - ----- - -- - - -- - - -- - - -- - - - - - - -- - - - - - -- -- -- - - -- - - - - -J OEDAPcj, PROPOSED ,� .� � r� A PAUL A. LOMBARDO ARCHITECT �'� �. � 51 D E ( 50UrH) ELEVATION 3939 New York Avenue Seaford, N.Y. 11783 �� _ � �� �� (51�783-5430 Fax (51� 783-0085 . o scale 1/4 - 1 -Q> -�,� PROVIDE ALUMINUM SEEMLESB GUTTERS TO ALL WINDOWS TO CBE BY ANDERSON OR Drawn By Sheet 5 DOWNSPOUTS 4 LEADERS TO SPLASH EQUAL. W1 LOW E GLASS. FRAME COLOR �� „ ,� �o ALTERATIONS AND ADDITIONS TO THE: O. BLOCKS ON GRADE. (TYPICAL) AS PER OWNER o. GR/'1SSO RESIDENCE A2 ® RWER TO DW NGS- A-4 t A-4a - FOR SECTIM OF NE SXSrSTATE CODE AND UFCM TABLES 770 BRAY AVENUE (T.O. SOUTHHOLD) LAUREL, N.Y. Sale DATE: Drawing: EXTERIOR ELEVATIONS of 5U ILL) iNG iNFOR MAT ION 1" AIR SPACE ALCOA VENT R315 RNMAJB(FRIOM YS£ CODS GROUP R OCCUPANCY INSTALL .49 f= R315.1 HANDRAILS. HANDRAILS HAVING A MIN.AND MAX.HEIGHTS OF 34" AND 38",RESPECTIVELY, MANUFACTURES S C.'S SINGLE FAMILY USE MEASURED VERTICALLY FROM THE NOSING OF THE THREAD, SHALL BE PROVIDED ON AT LEAST ONE F'R<:)VIDE ALUM_ BIDE OF STAIRWAYS.ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGHT OF THE STAIRS TYPE 5 CONSTRUCTION-COM%5TiLBLE HURRICANE CLIPS WITH TWO OR MORE RISERS FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A FONT DIRECTLY MEAN ROOF HEIGHT ( MRH ) = 33'-0" MAX. PERMITTED ON BOTH � E O.G_ AN17 ROOF SHINC=L1= 6AFETY TERMINALS. HANDRAIL$ ADJACENT TO A WALL SHALL HAVE AE30VE THE LOWEST RISER OF THE FLIGHT.ENDS ISHALL BE EA SPACE OF NOD OR SHALL T LIESS THAN 15 " BET.NATE IN NEWEL POSTS OR 2-i'-0" MAX. PROVIDED SipES OF HIP RAFTERS » 15 SUIL rHE WALL AND HANDRAIL. FELT PL`rWOO=) R31152 HANDRAIL GRIP SIZE. ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR EXPOSURE CATEGORY "C" AS PER R 3012.1A LATHE SHEATHINCs PROVIDE EQUIVALENT GRASPABILITY. HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT FOR EXPOSURE "C" =1A cE I INC= _ TYPE I. AS PER TABLE R 3012 (3) HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-11/4" AND NOT GREATER THAN 2". IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION LIVE LOADS OF AT LEAST 4" AND NOT GREATER THAN 6- 1/4 ", WITH A MAX.CROSS SECTION DIMENSION OF 2-1/4" TYIPE I ►. ATTIC W/STORAGE 20psf min NOTE: HURRICANE CLIPS TO EWE HANDRAILS WiTH A PERIMETER GREATER THAN (o -114",SHALL PROVIDE A GRASPABLE FINGER ACCESS AREA AI)ICELO TO ROOF RAFTER WI--IEN ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4" MEASURED ATTIC: W/O STORAGE 10 psf min CA-i HE=-ORAL GEILINCsS GONC�ITION i I�C"x \ZEENT I ::)E=- T,4 i L VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16" WITHIN 1/8° ROOMSIother than Sleeping) 40 psf min EXIeTB B eeELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8" TO A LEVEL p g p ABOVE THETHAT 15 t LESS THAN RECESS SHALL BEBELOW iTO THE TALLEST �f�OR410Np THEES SNAL�H HAVE A MINNMUMM WIDTH OF RADIUS OF THE HANDRAIL SLEEPING ROOMS 30 psf min C L 1 � � FE T A I I SCALE: N.T.S. 1 " 3 n I J.— DEAD LOADS: SCALE: N_T�. I7E= INDICATES EMERGENCY ESCAPE a RESCUE OPENING AS PER R310A ROOFS/CEILINGS 15psf min RC of NYS code sections: FLOOR ASSEMBLIES 10 psf min 70, 24"MINIMUM R310 EMERGENCY ESCAPE AND RESCUE OPENINGS • RooF sHt ES R310.1 EMERGENCY ESCAPE AND RESCUE REQUIRED: Basements with habitable space and every sleeping room shall have at least one PRESCRIPTIVE DESIGN CRITERIA USED FOR THIS PROJECT AS PER s « FEL operable emergency escape and rescue window or exterior door opening for emergency escape and rescue.Where openings are provided • 1' GCDx PLY as a means of escape and rescue, they shall have a 5111 height of not more than 44" (inches)above the floor.Where a door opening having WOOD FRAME CONSTRUCTION MANUAL (UJFCM) FOR ONE 4 TWO FAMILY DWELLINGS - 2001 EDITION a threshold below the adjacent ground elevation serves as an emergency escape and rescue opening and is provided with a bulkhead • enclosure,the bulkhead enclosure shall Comply with R3103.The net clear dimensions required by this section shall be obtained by the normal C � operation or the window or door opening from the inside, Escape and rescue window openings with a finished sill height below the adjacent ALUMiN PRE-CRI ECG ground elevation shall be provided with a window well in accordance with R3102. CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA ICE SH D RE-C iMP END ENI� JR301.1.1.MINIMUM OPENING AREA: All emergency escape and rescue openings shall have a minimum net clear opening of 5.1 square feet GROUND SNOW LOAD 45 psf EXCEPTIONt Grade floor openings sha I have a minimum net clear opening of 5 square feet. WiND SPEED MPH 110 mph HURRICANE PRONE REGION 1" x 2" 13LOCKIN � r1" MI - " MIN_ JR301.12.MINIMUM OPENING HEIGHT: The minimum net clear opening height shall be 24 tnd•1es. SEISMIC DESIGN CATEGORY i 4 2 FAMILY EXEMPT (R30122) FLASH[ JR301.13.MINIMUM OPENING WIDTH: The minimum net clear opening width shall be 20 inches. SUBJECT TO DAMAGE FROM: JR301.1.4.OPERATIONAL CONSTRAINTS: Emergency escape and rescue openings shall be operational from the inside of the room without the WEATHERING - SEVERE Use of keys or tools. - - IREFER TO ADDITIONAL SECTIONS OF THE CODE FOR(Window wells, Ladders and steps,bulkhead enclosures, Bars,grilles,covers and screens.) FROST LINE DEPTH - 3'-0" BELOW GRADE u,4 L_ L_ E_ -T F L_ ,4 S�-4 1NC-z TERMITE - MODERATE TO HEAVY I� E= T,41 L_ SCALE: DECAY - SLIGHT TO MODERATE WINTER DESIGN TEMPERATURE (BUFF. COY.) WINTER DESIGN DRY-BULB TEMP. = 11 I' ' ' I SUMMER DESIGN DRY-BULB TEMP. = 83 LIGHT 4 VENTILATION REQUIREMENTSC FOR H,4BIT,�rBLE ROOM � UIINDOUJ SC�IEDI.I!_E COINCIDENT WET-BULB TEMP. = 14 MCs DEGREE DAYS = 5150 1 C E- S I41 EEL L_ 1� 1�E- T,4 i L_ WINDow c>u aNTiTY RouGi�oc�EENMG GL OS H SF. CLEAR OM ZONE = i iB LIGHT ( 8% VENTILATION ( 4% 3046 8 Y-2 1/8" x 4'-8 1/8" 1031 34 11/16" 24 1/2" 5.95 BEDROOM EGRESS E SCALE: N.T.S ROOM �' ROOM NAME AREA � , 2842 4 2'-10 1/S" x 4'-4 1/8" 8.98 291/8" 24 1/4" 5.03 LIVING ROOM LIGHT AND VENTILATION S.F. REQ D SF. PROVIDED SF. REQ D SF. PROVIDED HABITABLE ROOMS (R303.1) 2432 2 2'-6 1/8" x Y-4 1/8" 8.98 29 1/8" 24 1/4" 1 5.03 BATHROOM WINDOWS 201 M. BEDROOM 133BO SF. 18.48 SIR 2138 SF. 1024 SF. 11.12 SF. 2632 1 2'-10 1/5" x V-4 1/5" 8.98 29 'I/8" 1 24 1/4" 1 5D3 KITCHEN WINDOW (VERIFY) LIGHT = 89- OF FLOOR AREA 202 BEDROOM 1 141.43 SF. 14.9 SF. 1838 S.F. 8.45 SF. 14.12 SF. ALL EXISTING WINDOWS TO BE REPLACED WiTH NEW DOUBLE HUNG WINDOWS SEE FIRST AND SECOND VENTILATION = 4io OF FLOOR AREA (OR REFURBISHED (PER OWNER). ALL BEDROOMS TO RECEIVE 3046 EGRESS WINDOWS. FLOOR PLANS DWG A-1 203 BEDROOM 2 123.00 SF. 132 SF. 11A25F. 8.45 SF. 1432 SF. MODIFY EXISTING ROUGH OPENNGS WHERE REQUIRED. 204 BEDROOM 3 130.05 SF. 123 SF. 1138 SF. 1 8.45 SF. 14.12 S.F. ONN=: YERIFY FMAL WMXUP LIST UTH ARCHITECT PRiOR TO ORDERMG WMDOW3 INDICATES EMERGENCY ESCAPE 4 RESCUE OPENING AS PER R310.1.1 SEE ELEVATIONS FOR ROOF PITCIH TYP, ROOF CONST. 4" VTR ASPHALT ROOFIiNG ASPHALT ROOF SHINGLES 1 150 BUILDING FELT GALV. HURRICANE 1/2" PLYWOOD SHEATHING ATTIC 13/4"Xllvs" ML RIDGE (SEE PLAN) " " " ROOF 414 1 TY-DOWN CLIPS 2 x8 ROOF RAFTERS �16 o.c. 2X OR 3X HEADER AT ALL RAFTERS (SEE DETAIL) 2"x6" CLG.JOISTS 016"oc. �F___ FASCIA BOARD 1/2" 1/2" BATT INSUL. I 3" 12 1/2" GYP WALL BD PROPOSED I i 12 2X4 COLLAR BMS _ _ 11/2" _ -I 2"XV1 3 45" OC 1 11/2" �11/2" 1 - -2" 1 1 FRAMING W6" OC ATTIC I I t_Av I we 11 1 STRUCTURAL I j TUB I I 1 4 X4 POST I I 211X6" CLG JOIST R.30 BATTS 22 ND SH 1 I ELEV.+ IV-10 1/2 CO. COLUMN COVE- 1 1 - - - 3"- - --• �" - - DOUBLE PLATE I I TYPICAL TYP. WALL CONST.: BATHING: I 1311 COL TO FTG KITCHEN 1 R 19 BATTS IN WALLS PROPOSED PROPOSED HORIZ VINYL SIDING W/3/4" - -1I;, - - -{-1— —„P - 'ABE44' POST BASE BEDROOM M.BEDROOM F - il/27 1/2-2 11/2 1/2 W/ 314"X6" THREADED RIGID INSULATION W/TYVEK BLDG.WRAP 1 I I 11/2 ROD EPDXY IN CONC. 1/2" PLYWOOD SHEATHING HOT DIP GALV FINFA I I 2X4 WOOD STUDS 616 oc. EMBEDDED IN FTG 3/4" PLYWOOD SHIEATHING GLUED 3"I/2" GATT INSUL. I' 1ST FAI TUB I uEV�i LRv I I w i K.sINK AND SCREWED T01NEW 2"x8" I/2"GYP WALL BD FLOOR co.� Co I 11/2" jT11/2" SEE HANDRAIL NOTES FLOOR JOISTS Is�a OC. THIS DRAWING EL . V TREAD WIDTH ELEV. +8'-1fd 1/2" RECESSED TOP TREAD INTO DE FLOOR SEE FLOOR PLAN - - - - 3" 1/ _ - 3-"' CELLAR RISER HEIGHT(4) � DOUBLE PLATE 3 1� TYPICAL TO IN STREET 4 3�a TO 8 l2)2X8 GIRDER SANITARY 0USE TRAP IN PIT SLAB .T.WOOD STRINGER SE:UIER J ALV EXISTING EXISTING ANIZED ANCHOR EXISTING EXTERIOR WALLS LIVING ROOM KITCHEN 2X4 W000 FRAME CONSTRUCTION PLt,M5ING RISER DIAGRAM GRADE -----..__J NTS ° 8" SONOTUBE - a T.O. r 1=/ 0,-01 - - e CONC. FTG. TO 36" MIN. o DEPTH BELOW GRADE ° GRADE GIRDER SUPPORT EXISTING COLUMNS AND BEAMS PROVIDE(I)- 3/8"x 1114'STEEL PLATE A!, BOT14E SIDES REFER TO DETAIL ON SHEET A-i EXIST'G BASMENT ExlstiNG s" MASaONRY WALL AND 3" CONCRETfE CELLAR SLAB An& COLUMN /BEAM DETAIL 1 1 6-20-08 SUBMISSION TO THE DEPT. OF BUILDINGS (SOUTH HOLD NY) AT RZWIT PMI ICO SCALE. V!'•I'-0' NOTfE: CAP AND BASE ANCHORS AND TY-DOWNS /� �t,�ae� t0 1 A V L A. LOMBARDO ARCHITECT BY "SIMPSON STRONG-TIE" �+ ' ALL HOT-DIPPED GALVANIZED FASTENERS : 3939 New York Avenue Seaford, N.Y. 11783 (516)783-5430 Fax (516) 783-0085 A-3 BUILDING SECTION ALTERATIONS AND ADDITIONS TO THE: Drawn By Sheet No. r . GRASSO RESIDENCE Scale 0 RJR TO DRAWLING - A-4 FOR SECri" OF THE S®CMYSTAirTE CODE AND WFCM TABLES. _ 770 BRAY AVENUE (T.O. SOUITHHOLD) LAUREL, N.Y. ATE: Drawing: SECTIONS & DETAILS Of REQWIhMITB FOR ROOF COVERi S RR9052 ASPHALT SHINGLES.the installation o f asphalt shingles shall comply a.All nails are smooth common,box or deformed shanks except where otherwise stated. PROVIDE LSSU28 JOIST HANGER Nails used for framing and sheathing connections shall have minimum average bending T RIDGE TO EACH ROOF RAFTER with the provisions of this section. N g g g g 5 T RA FF I I�lG 6 C 1-f D l�L E A TYPICAL 6 NEW GONSTRUCTIOTy teld strel the 92" ( 20d common nail ) RR9052.1 Sheathing requirements.Asphalt shingles shall be fastened to y g as follows: 80 kef for shank diameter of 0.1g g 1 1/4" x 20 GAUGE GALY. solid( sheathed decks. 90 ksi for shank diameters larger than 0.142" but not larger than mill",and 10m kst NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS y for shank diameters of 0.142" or less. " RR9m522 Slope.Asphalt shingles shall only be used on roof slopes of (SEE SECTION FOR STRAPPING AND REQUIREMENTS. STRAP TYPICAL.20 LONG two units vertical in 12 units horizontal (2:12)or greater. b.Staples are 16 gauge wire and have a minimum 1/16" on diameter crown width. SECTION FOR ROUGH OPENING FRAMING REQUIREMENTS) EACH ROOF RAFTER For roof slopes from two units vertical in 12 units horizontal l 4 )ad NAILS (2:12) to Four units vertical in 12 umito horizontal (4:12) ALL NAILING IS A GENERAL SPECIFICATION IT APPLIES UNLESS NOTED OTHERWISE c.Nails shall be spaced at not more than 6 tnd�eS on center at all supports where EACH END doubleunderlayment application is required in accordance spans are 48 inches or greater. with RR9052.1. ROOF 4! CEILING FRAMING EA ROOF RAFTER RR90523 Underlayment.Unless otherwise noted, required underlayment d.Four Foot by eight foot or four foot by nine foot panels shall be applied vertically. shall conform with ASTM D 226,Type 1,or ASTM D 4869,Type 1. RAFTER TO TCP PLATE (TOE-NAIL) SEE TABLE 3AA SEE TABLE 3AA PER RAFTER 12 Self adhering polymer modified bitumen sheet shall comply with aSpacing of fasteners not included in this table shall be based on Table RR6023(1). ° VARIES ° ASTM D 1910. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE TABLE 3.4A SEE TABLE 3.4A PER JOIST ROOF RAFTERS (SEE PLAN) RRW52.4.Asphalt shingles shall have self-seal strips or be interlocking, F.For regions having basic wind speed of Ilo mph or greater,8d deformed nails shall 1/2" EXTERIOR GRADE PLYWOOD SHEATHING and comply with ASTM D 225 or D 3462. be used for attaching plywood and wood structural panel roof sheathing to framing CEILING J015T TO PARALLEL RAFTER (FACE-NAIL) SEE TABLE 33A SEE TABLE 3.9A EACH LAP M5 FELT RR90525.Fasteners.Fasteners for asphalt shingles shall be galvanized within minimum 48 inch distance from gable end walls,if mean roof height to more than ASPHALT SHINGLES (AS SELECTED BY OWNER) steel,stainless steel,aluminum or copper roofing nails,minimum 25 feet,up to 35 feet maximum. CEILING JOIST LAPS OVER PARTITIONS (FACE=NAIL SEE TABLE 33A SEE TABLE 3.c3A EACH LAP 12 gage 3/4 0.105 inch (21ol mm)1/a shrank with a minimum 3/8"(95mm) gFor regions havi basic wind speed of 100 m or less,nails for attachingwood diameter head,ASTM F 1661,of a length to penetrate through ' COLLAR TIE TO RAFTER (FACE-NAIL) SEE TABLE 3foA SEE TABLE 3foA PER TIE the roofing materials and a minimum of 3/4" (19.tmm)into the roof structural panel roof sheathing to gable wall framing shall be spaced b Inches on center. CEILING JOISTS (SEE PLAN) this roofing Where the roof a minimum is less than 3)In ll the When basic wind speed is greater than 80 mph,nails for attaching panel roof sheathing shea the fasteners shall sheathing through the sheathing./4" (1 to intermediate supports shall be spaced b Inches on center for a minimum 48 inch BLOCKING TO RAFTER (TOE-NAIL) 2-86 COMMON 2-10d BOX EACH END BATT INSULATION (SEE PLAN) p gdistance From ridges,eaves and gable and walls: and 4 inches on center to gable Fasteners shall comply with ASTM F lrlobl. end wall framing. RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON 3- l(od BOX EACH END RRW52%o Attachment.Asphalt shingles shall have a minimum number of fasteners required by the manufacturer.For normal applications, h Gypsum sheathing shall conform to ASTM C 19 and shall be installed in accordance I asphalt shingles shaft be secured to the roof with not less than with GA 253.Fiberboard sheathing shall conform to ASTM C 208. L iNG � four fasteners per strip shingle or ttwo fasteners per individual ___ shingle.Where roof slope exceeds :20 units vertical in 12 units 1.Spacing of fasteners on floor sheathing panel edges applies to panel edges supported TOP PLATE TO TOP PLAT (FACE-NAIL) 2-166 COMMON 2-16d BOX PER FOOT horizontal (20:12),special methods .of fastening are required. by Framing members and at all floor perimeters only.Spacing of fasteners on roof EXCEPTION: Asphalt strip shingles shhall have a minimum of six fasteners sheathing panel edges supported by framing members and at all roof plane perimeters. TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-16d COMMON 5-16d BOX JOIST - EA. SIDE FASCIA per shingle where the roof its in one of the following Blocking of roof or floor shaathing panel edges perpendicular to the framing members 3" CONTINUOUS SOFFIT VENT categories: shall not be required except at intersection of adjacent roof planes.Floor and roof STUD TO STUD (FACE-NAIL) 2-16d COMMON 2-16d BOX 24" O.C. 1.The basic wind speed per Figure RR3012(4)is 110 mph perimeter shall be supported by framing members or solid blocking. SIMPSON STRONG-TIE H2 or greater and the save its 20 feet or higher above grade. HEADER TO HEADER (FACE-NAIL) 16d COMMON lbd BOX 16" O.0 ALONG EDGES III 16"oc (EACH SIDE) 2.The basic wind speed per,Figure RR3012(4)is 120 mph � � I or greater. TOP OF BOTTOM PLATE TO STUD (END-NAIL) SEE TABLE 3.5A SEE TABLE 3BA PER STUD I 3.Special wind zones per Fi(gure RR3012(4). WNDOME DEMO FROTECTION FASTENM SCHMU FOR WOOD STRUCTLR 1.PANELS(e b c) / r, 1 RR9052.1 Underlayment appplication.For roof slopes from two units vertical In -------- - , / 12 units horizontal ( 11% slope ),up to four units vertical in 12 units TABLE 1609.1.4 BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, /2-16 FOOT d COMMON 2-16d BOX PER `� horizontal ( 33% slope ),underlayment ehall be two layers applied in the END JOIST, OR BLOCKING (FACE-NAIL) following manner.Apply a 19 inch strip coF underlayment felt parallel with and starting at the eaves, fastened suffficiently to hold in place.Starting FLOOR I=R,4M INCH at the save,apply 36 inch wide sheeted of underlayment,overlapping FASTENER SPACING(inches) successive sheets 19 inches,and fastemed sufficiently to hold in place. --------------------------------------------------------------- JOIST TO SILL TOP PLATE OR GIRDER (TOE-NAIL) __ For roof slopes of four units vertical un 12 units horizontal ( 33% slope ) panel span 2 ft. less than 4 ft.less than 6 ft. less than 4-Sd COMMON 4-10d BOX PER JOIST _ or greater,underlayment shall be one Mayer applied in the following manner. less than or sq.to panel panel span panel span (r -� Underlayment shall be applied shingle £Fashion,parallel to and starting from or equal to span less than less than or less than or BRIDGING TO JOIST (TOE-NAIL) 2-Sd COMMON Z-10d BOX EACH END o the save and lapped 2 inches,fastenead sufficiently to hold in place. FASTENER TYPE 2 feet or equal to equal to 6 feet equal to 8 feet End laps shall be offset by 6 feet. 4 feet BLOCKING TO JOIST (TOE-NAIL) 2-801 COMMON 2-1001 BOX EACH END RR9052.1.1 Ice Protection. In areas uhhere the average daily temperature ------------------------------------------------------------------------------------ I in January to 25'F or less or whism Taible R?3012(I)criteria so BLOCKING TO SiLL OR TOP PLATE(TOE-NAIL) 3-lbd COMMON 4-16d BOX EACH BLOCK designates,an ice barrier that conslists of a least two lagers of 2-1/2 % wood screws I6 16 12 9 VINYL SIDING (AS SELECTED BY OWNER f underlayment cemented together or lof a self adhering polymer modified LEADGER STRAP TO BEAM (FACE-NAIL) 3-16d COMMON 4-16d BOX EACH JOIST 3/8" SHELTER WRAP E.P.S.BOARD 01 bitumen sheet,shall be used in lieu of normal underlayment and extend TYVEK BUILDING WRAP from the eaves edge to a point at Ileast 24 indes inside the exterior 2-1/2 +8 wood screws 16 16 16 12 J015T TO LEADGER TO BEAM (TOE-NAIL) 3-Sd COMMON 3-10d BOX PER JOIST 1/2" EXTERIOR GRADE PLYWOOD SHEATHING ° wall line of the building. 2"x 4" STUDS ib"oc /10 ° RRB052.12 Underlayment and high wiind.Underlayment applied in areas ------------------------------------------------------------------------------------ BAND JOIST TO JOIST (END-NAIL) 3-16d COMMON 4-1lod BOX PER JOiTT 3 1/2" BATT INSULATION R = 15.0 subject to high winds 3i4 greater thin r-- pp with accordance with 110 mph per Figure RR3012(4)14 1/2" GYSUM BOARD shall be applied corrosion-restlstant fasteners in accordanc with BAND JOIST TO SILLL OR TOP PLATE (TOE-NA IL) 2-16d COMMON 3-16d BOX PER FOOT �`----- 7 manufacturers installation instructions.Fasteners are to be applied along a.This table is based on a maximum wind speed ( 3 second wind gust )of 130 mph SIMPSON STRONG-TIE FTA ea Ib"oc OR the overlap not farther apart than 36 inches on center. and mean roof height of 33 feet or less. I I 1 1/4" x 20 GAUGE GALY.STRAPPING, b.Fasteners shell be installed at opposing ends of the wood structural panel. ROOF 6HE,4TH iNG EXTENDED 12" BEARING FROM FLOOR I I i WOOD WAIL FRAMING STRUCTURAL PANELS: (SEE GRAPHIC BELOW) FRAMING EACH DIRECTION EACH STUD ' R%02.1 Identification.Load bearing dimension lummber For studs,plates and c.Where screws are attached to masonry or masonry/stucco,they shall be INTERIOR ZONE ad COMMON loci BOX 12" O.C. headers shall be identified by a grade mark of a lumber grading attached utilizing vibration- resistant anchors having a minimum withdrawal PERIMETER ZONE , ' or inspection agency that has been approwed by an accreditation capacity of 490 pounds. ad COMMON ad COMMON 6" O.C. l body that complies with DOC PS 20. In Iteul of a grade mark a GABLE WALL EDGE ZONE 8d COMMON ad COMMON certification of inspection issued by alumbeer grading or inspection /� I/� ' I tII II *' " EXIST.SOLDIER COURSE �- agency meeting the requirements of this eeection shall be accepted. C E i L i G S H E A I H i I V RR602.1.1 End Jointed lumber.Approved and-;,jointed lumber identified by a grade mark conforming to RR602.1 ma g be used lnterchangeabiy GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7 EDGE / 10" FIELD with solid-sawn members of the same species and grade. RR6022 Grade.Studs shall be minimum No.3,etarwdard or stud grade lumber. SCHEDULE 13 EXCEPTION: Bearing studs not supporting floors and non-bearing studs WALL 5HEA HING may be utility grade lumber,provided the studs are spaced TYPICAL WALL SECTION R4UG4 O'EN�'FRAMING REauIEREMENTs FOR WINDOW OPENINCaS in accordance with Table 6023(5). STRUCTURAL PANELS 8d COMMON loci BOX TABLE 3.11 IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL RR1o023 Design and construction.Exterior walls .of wood frame construction shall be designed and constructed In accordance with the provisions FIBERBOARD PANELS 3/4 = - Oil NOTATIONof this chapter and Figure RR6023(1)and IFigure RR6023(2)or in NAIL SPACING 81) COMMON NAILS IROWH A B C D E F accordance with AF 4 PA's NDS. 1/ilo" loci COMMON - 3" EDGE / (o" FIELD OPEN RR6023.1 Stud spacing. In bearing walls,studs that are not more than LOCATION EDGES FIELD 10 feet in length shall be spaced not snore than is specified 25/32" ad COMMON - 3" EDGE / lo" FIELD 2'-m" 2 1-2"x 4" 1 I I 1 in Table RR6023(5). In bearing walls,etude that are more than 4 PERIMETER 6 6 4'-0" 4 I-21 x 4" 2 2 2 2 10 feet in height shall be spaced not mnore than specified EDGE ZONE In Table RR6023.1. INT.ZONE b l2 GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 1" EDGE / 10" FIELD 2-r'x 4" 6'-O" 6 Off 3 3 3 3 END WALL W/0 HARDBOARD Sd COMMON ad BOX TABLE 3.11 2_z,,X a", (0 b 8'-0" 8 � 3 3 3 3 RAKE. PARTICLEBOARD PANELS ad COMMON ad BOX SEE MANUFACTURER 10'-0" 10 2-2"X 6" 4 4 4 4 SHEATHING TABLE 3.10 DIAGONAL BOARD SHEATHING �001 EDITION- A 11'-0" 12 2-2"X 6" 5 4 5 4 WFCM- WOOD FRAME CONSTRUCTION MANUAL_ FOR 1 4 2 FAMILY DWELLINGS BY ROOF 1" x (Oil 1" x 8" 2-8d COMMON 2-10ci BOX PER SUPPORT AMERiCAN FOREST 4 PAPER ASSOCIATION. 3 SEC.GUST WINDSPEED- 120 MPH NOTATION: RAFTER SPACING- 16"oc 1" x 10" OR WIDER, 3-8d COMMON 3-10d BOX PER SUPPORT A-NUMBER OF 8d NAILS•EA END OF STRAPPhJGS(TABLE 3.1,P.151)<(TABLE 6A PAGE 316) PRESCRIPTIVE DESIGN SHEATHING- WOOD STRUCTURE PNL.- WSP j� /� J� I I C FLOOR 5 H E A T H i NG �5l.R 5,F L O O R) B-NUMBER OF BILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS)(TABLES 3238,F.133) [GOOF FRAMING: (TABLE 32b B ; 326 F) NAILING SCHEDULE B E C-NUMBER OF FULL HEIGHT KING STUDS a EA SIDE OF HEADER(TABLES 323C,F.1133) GIRD.SNOW LOAD 45 PSF CEILING JOIST TO PARALLEL RAFTER 4 CLG.JOIST LAP CONNECTION (TABLE 39A) C D-NUMBER OF l6d NAiLS.END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER LIVE LOAD 20 PSF GROUND SNOW LOAD- 45 PSF STRUCTURAL PANELS a EA SIDE(TABLE 3.1,F.151)4(TABLE 6A PAGE 316) DEAD LOAD 20 PSF ROOF SPAN- 36' E-NUMBER OF JACK STUDS a EA END OF HEADERS(TABLES 322F,P.151)ASSUME DBL.HDR 3 SEC.GUST WINDSPEED 120 MPH EXP.G RAFTER SLOPE- 4/12 1" OR LESS ad COMMON 10d COMMON lo" EDGE / 12" FIELD F-NUMBER OF 16d NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END OF SILLS) REQV SPAN 14'-0" X RAFTEIR SPAN ADJUSTMENT FOR "C" WIND LOAD = OB=II'-3" RAFTER SPACING- 12" F a EA SIDE(DOES NOT APPLY TO DOORS)(TABLES 3B,P.151)4(TABLE(PA PAGE 316) (HOR POSITION) REQUIRED NO.OF 160 COMMON NAILS GREATER THAN 1" IOd COMMON 16d COMMON lo" EDGE / b" FIELD THRUST FACTOR 1.0 REQUIRED PER HEEL/JOINT SPLICE= 9 CLINCHED NAILS ADJUSTMENT= 10 DIAGONAL BOARD SHEATHING DOUG FiR 0 2 " CLG HGTJ ROOF RIDGE HGT.ADJUSTMENT= 1.0 ALLOWABLE DEFLECTION OF STRUCTUAL MEMBERS 2" x 12" s 16" o.c. DEAD LOAD = 20 USE DOUG.FIR 2 2 x 12 � 16 o.c. REQUIRED NO.OF 160 COMMON NAILS = 9 MIN. III (Oil OR 1" X 8" 2-8d COMMON 2-10d BOX PER SUPPORT 2" x 12" 12'-1" STRUCTURAL MEMBER ALLOWABLE LiVE LOAD SPAN-- 14'-0" X 1.0 = 14'-0" WALL FRAMING: 1" x 10" OR WIDER: d C N 3 10d 3-SOMMO - BOX PER SUPPORT DEFLECTION WIND LOAD = 2258 2" x 12" WOOD STUDS(TABLE 320A OR 3205) FRS HAVNG OLOPEs GREATER THAN 3m WITH JL_ 2258(08X 1.0) = I8.1 OK 3 SEC GUST WINDSPEED 120 MPH MO FNi%ED CEILING ATTACHED TO RAFTERS, 100 WALL HGT 8' FOR WALL AND PARTITIONS SHEATHING TYPE WSP win CEILING FRAMING STUDS SUPPORTING ROOF,CEILING,ATTIC FLOOR NOTE: FLOORS AND PLASTERED CEILINGS � RAFTER SPACING ® 16"oc WOODS- 2"x 4" HEM FIR"1 GRADE ea I6"oe = 10-l" LENGHT MAX- OK ALL STRAPPING TO BE 1 114" x 20 GAUGE 36m SHEATHING TYPE (WSP) TOP PLATES(TABLE 321)(END WALL DBL.TOP PLATE) STEEL STRAP. "SIMPSON" EQUIVALENT = ALL OTHERSTRZTUAL MMIMRSJ< TABULATED MIN.PANEL THICKNESS BLDG.DIMENSION 40' C820 COILED STRAP 12".BEARING. 240 EXTIMOR WALLS WITH PLASTER OR stucco 14 3.12A 3/8" MIN. TABULATED MiN.SPLICE LENGTH 8' FINISH. M0 3.125 3/8" MIN 3/4" PROVIDED WALL HGT.ADJ 1.0 4 H2 ON ALL RAFTERS ADJUSTED MIN SPLICE LENGTH 8' 1. ASPHALT STRIP SHINGLES SHALL HAVE A ExTEw°R'uAlt S""WINDLOADs WITH®R'rnE _L FINISH. 24m GONNEGTIONS TOP PLATE (TABLE 321)(SIDE WALL DBL TOP PLATE) MINIMUM OF SIX FASTENERS PER SHINGLE DUE TO ROOF ASSEMBLY TO WALL ASSEMBLY (TAB;LE A- 3A A) BLDG DIMENSION 26' 110 MPH 3 SECOND GUST WINDSPEED. EXTERIOR WALLS---umHDLOADs wiTH F1 EweLE J< FNiSH. 120 3 SEC.GUST WINDSPEED 120 MPH TABULATED MIN.SPLICE LENGTH 5' RAFTER/CLG JOIST SPACING- lb"oc WALL HGT ADJ ID 2. ASPHALT SHINGLES SHALL HAVE A SELF - SEAL STRIFS'r OR 1 6-20-08 SUBMISSION TO THE DEPT. OF BUILDINGS (SOUTHHOLD NY) WALL HEIGHT 8' ADJUSTED MIN SPLICE LENGTH 5' BE INTERLOCKING ,AND COMPLY WITH ASTM D 225 OR REQUIRED No.OF 80 COMMON NAILS IN EACH RAFTER/CEILING JOIST TO TOP PLATTE CONNECTORS = 4 NAILS MIN MAXIMUM HEADER SPANS FOR EXTERIOR LOAD BEARING WALLS (EPC.C)TABLE 323A D 3462 . ✓` D 4RCM/ PAUL A. LOMBARDO ARCHITECT UPLIFT CONNECTIONS(TABLE A-3A B ) 3 SEC GUST WINDSPEED 120 MPH 3. FASTENERS FOR ASPHALT SHINGLES SHALL BE y c�✓ 3 SEC.GUST WINDSPEED 120 MPH 2- 2" -I x 6" 5' " MAX SPAN GALVANIZED STEEL ,STAINLESS STEEL ,ALUMINUM OR � '``iy 3939 Niew York Avenue FRAMING SPACING Ib 2- 211 x 8"" 5'-7 MAX SPAN COPPER ROOFING NAILS ,MiNiMUN 12 GAGE 0.105 INCHES l 2.61 MM ) � ®INTERIOR ZONE f.1 , °' Seaford N.Y. 11783 ROOF SPAN 26 2- 2 x 10 6-2 MAX SPAN SHANK WITH A MINIMUM 3/8 INCH l 95MM )DIA. HEAD "`'' k; BLDG.LENGTH 40' 1- 2" X 12" b'-6" MAX SPAN ASTM F 1661 , OF A LENGTH TO PENETRATE THROUGH THE ROOFING ®PERIMETER TA (51�783-5430 Fax (51� 783-5430 REQ'D N0.OF SD COMMON NAILS IN EACH END OF 1 114" x 20 GAUGE STRAP = 6 NAILS MIN ' MATERIAL AND A MINIMUN of 3/4 INCHES( 19.1 MM )THICItK, ZONE ALTERATIONS AND ADDIITIONS TO THE: Drawn By sheet No. T05 4 BOTTOM PLATE TO STUDD CONN.(E)<P "C")TABLE A-35 A THE FASTENERS SHALL PENETRATE THROUGH THE SHEATiHING -GABLE WALL 3 SEC.GUST WINDSPEED 120 MPH STUD SPACING- lb"oc FASTENERS SHALL COMPLY WITH ASTM F 1661. (EDGE ZONE) �)� ®�' � n. �° GRASS 0 RESIDENCE Scale WALL HEIGHT 8 A4 REQUIRED No.OF 16D COMMON NAILS PER;STUD TO PLATE CONNECTION = 2 NAILS MiN. 70 AVENUE .0. SOUTHlHOLD) LAUREL, N.Y. ATE: Drawing: BUII..DING CODE NOTES I i of