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HomeMy WebLinkAbout37628-Z �g�EFOt�c Town of Southold Annex 12/18/2012 P.O.Box 1179 cm� 54375 Main Road o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36089 Date: 12/18/2012 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2645 ELIJAHS LANE MATTITUCK, SCTM#: 473889 Sec/Block/Lot: 108.4-7.15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 6/15/2010 pursuant to which Building Permit No. 37628 dated 11/13/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered porch and entry steps, to an existing one family dwelling as applied for. The certificate is issued to HEATHER&SHAUN STERLING (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37628 11/20/12 PLUMBERS CERTIFICATION DATED 12/18/12 Peter Victoria Autho Si ture TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY X BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37628 Date: 11/13/2012 Permission is hereby granted to: HEATHER & SHAUN STERLING 2645 ELIJAH'S LANE MATTITUCK, NY 11952 To: ADDITIONS & ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR. REPLACES EXPIRED B.P. # 35672 At premises located at: 2645 ELIJAHS LANE MATTITUCK SCTM # 473889 Sec/Block/Lot# 108.-4-7.15 Pursuant to application dated 6/15/2010 and approved by the Building Inspector. To expire on 5/13/2014. Fees: PERMIT RENEWAL $693.60 Total: $693.60 Bui i g Ins 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. 35672 Z Date JUNE 28 , 2010 Permission is hereby granted to: SHAUN STERLING 2645 ELIJAHS LA MATTITUCK,NY 11952 for ADDITIONS & ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR at premises located at 2645 ELIJAHS LA MATTITUCK County Tax Map No. 473889 Section 108 Block 0004 Lot No. 007 . 015 pursuant to application dated JUNE . 15, 2010 and approved by the Building Inspector to expire on DECEMBER 28, 2011 . Fee $ 1, 387 .20 9� Auth6i-ized Signature ORIGINAL Rev. 5/8/02 Form No.6 I TOWN OF SOUTHOLD E DEC 1 $ 2012 BUILDING DEPARTMENT • TOWN HALL 765-1802 ELDG. DEPT, TOPA i l OF SOUTHOLD APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. 0 f c�G l] f"L New Construction: Old or Pre-existing Building: (check one) Location of Property: La., Q House No. Street HamletHamlet Owner or Owners of Property: S (/l + Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. 176dS Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: q / -Request for: Temporary Certificate Final Certificate: ✓ check one Fee Submitted:$� -00 01 Applicant Signature oF so�ryolo Town Hall Annex Telephone(631)765- 1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q roger.richert(@-town.southold.ny.us Southold,NY 11971-0959 COU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Shaun Sterling Address: 2645 Elijahs Ln City: Mattituck St: NY Zip: 11952 Building Permit#: 37628 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 20 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures 19 CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 16 Twist Lock F1 Exit Fixtures TVSS Other Equipment: 2-paddle fans Notes: Inspector Signature: _IWDate: Nov 20 2012 81-Cert Electrical Compliance Form.xls TEL.765-1802 u �o�vFFUCkC�G TOWN OF SOUTIIOI.D �c OFFICE OF BUILDING INSPECTOR P.O. BOX 728 'rowN HALL r 0 Off- SOUTHOLD,N.Y. 11971 nib ' DEC 1 R ? I EUlG. Df_r'7� C R R T I F I C A T I O N TOUdN Of SoUri-IOLD Date 1 agl� o C Building Permit No.-31 6 9 Owner '—� (pllease pr nt) (please print) I certify that the solder used in the water supPly system contains less than 2/10 of l% lead. (plumber's signature) Sworn to before ,me this v, --day of -_-- u - Notary Public NotaryPublic, County Lorraine LaRosa NOTARY PUBLIC,state of New York No. 01 LA6059257 Qualified In Suffolk County Commission Expires May 29,20 S OF SOUjyO<o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION XFOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: r r J DATE _ ® INSPECTOR OF SOUj oy�►� Sp 1 �O "courm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 4NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: r E6�V---r�- - DATE INSPECTOR �s� of so�r N iC � • ao TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUN ATION 2ND [ ] INSULATION [ MING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: yc DATE !�� C� INSPECTOR 3c5Z; 72, OF SO(/l�o co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION '1 ST [ ] ROU BG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRWTION [ ] FIRE RESISTANT PENETRATION REMARKS: c- - Al DATE If INSPECTOR � • �� `��-'��L Lam'"-�Y TOWN OF SOUTH O BUILDING DEPT. 76 -1802 INSPECT -C [ ] FOUNDATION 1 ST [ RO H PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE�� INSPECTOR 'u pF SO(/Ty� TOWN OF SOLITHOL ILDING DEPT. 765 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS LATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICA _ ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r r ` c.�f L ` C'y - DATE"-- 611-dlY INSPECTOR 0 G rjf so �o • ao cou - : TOWN-OF SOOT UILDING DEPT. 765-1802 INS ON [ ] FOUNDATION 1ST [ ] ROUG LBG.- [ ] FOUNDATION 2ND [ ] 1 S LATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: CZ J DATE r t �Y INSPECTOR o�'OF SO(/r�o! 1 TOWN OF SOUTHOLD BUILDING DEP 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 [ ] ELECTRICAL (ROUGH) �[ ]'ELECTRICAL (FINAL) REMARKS: Yq-5 DATE INSPECTOR ' I 1 1 MOMM' . ' . I t _ ' RAW IMIWA PLUMING WE STATE ENERGY CODE !r s .1. /._ -�.► �' ��►,/ _4•u �L'.'J ter_ -- 11 . . 1 v I! s.. yTOVN OF SOUr02 E Q U E BUILDING PERMIT APPLICATION CHECKLIST -BUILDING DE P Do you have or need the following,before applying?' TOWN HALL Board of Health SOUTHOLD, 1 5 2010 4 sets of Building Plans TEL: (631)765-1 Planning Board approval FAX: (631)765-9BIDG.DEPT. SuSoutholdTown.N OF SOPEMBIIT NO.,_ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,2010 Storm-Water Assessment Form Contact: Approved �� a--� 120 /0 Mail to: 0441CLZ Z. DilgaM ved-dc! p Phone:7,3! 4 Q Expiration — ,20_Lf_ Building Inspector APPLICATION FOR BUILDING PERMIT Date 8 /4 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 inspections. (Signature of applic r name,if a corporation) PQ o30� 9 3 (Mailing address of applicant) State whether applicant is owner, lessee agent, architec , engineer, general contractor, electrician,plumber or builder Name of owner of premises S�4 UA) _ 7Me(.(A G (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) 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: f/S C.sf,v,E G(ITC #y6u)5i House Number Street /' ,/Hamlet -7 County Tax Map No. 1000 Section 100 Block d 4- Lot / • 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 3/w CL "V < 4 I b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. S0C P(.,4-AJ S 7. Dimensions of existing structures, if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories Sole v 9. Size of lot:Front S Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated ,IL 4'6 12.Does proposed construction violate any zoning law,ordinance or regulation?YES No—v)( 13. Will lot be re-graded?YES NO (Will excess fill be removed from premises?YES NO 14.Names of Owner of premises d id 4 I�G Address Phone No. G Z 6 2 Name of Architect 47F? Z Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES NOX * 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_ff * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF &,m Z. being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Con ctor,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 no before me this ay of . U PLP 20 f 0 Notary Pub - Si tur A plicant PENNY BEDELL Notary Nob01 BEa 993N7 w York qualified in Suffolk County Commission Expires Sept.29, � 5 ERLIAJ 0,Z), Town of Southold lb Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.# THE FOLLOWING ACTIONS MAY REQUIRE THE-SUBMISSION OF A 000 t(f d¢ 5 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District Section -=Blockk- Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ---------------------------------------------------- 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? ✓ ❑ (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 $ Will this.Project Require any Land Filling,Grading or Excavation where there is a change to the Natural F-1 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 F L/ Five Thousand(5,000)Square Feet of Ground Surface? 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 ❑ One Hundred(100')of Horizontal Distance? — 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ❑ v into and/or in the direction of a Town right-of-way? — $ 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 Mario 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 ---------------------------------------------------- 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, CONNIE D.BUNCH COUNTY OF.......V.� .�. ........SS Notary Public State of New York Qualified in�Suffolkkun That I.............�!!A&K....Sk.UW f}X -Z......being duly sworn,deposes and says t i� �i A��, Pf (Name of individual signing Document) Andthat he/she is the ........................................... ...G� ... .. 15�. ..................................................... (Owner,Contractor,Agent,Co orate Officer,etc.) Owner and/or representative of the 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 the manner set forth in the application filed herewith. Sworn to before me this; ......................1. ..).�......day of.......) '!?Z........................,201.0 Notary Public P ' (Signature of Applicant) �\ FORM - 06107 Of SO&J. Town Hall Annex Telephone(631)765-1802 54375 Main Road cn (631)765- 50� P.O.Box 1179 G • Q roger.riche rKagrown.sout�io d.ny.us Southold,NY 11971-0959 'QI�C�UNv BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: �uG( ih *Address: Z lrj r, c. U ( Gl� *Cross Street: *Phone No.: 63 Permit No.: Tax Map District: 1000 Section: - Block: Lot: *BRIEF DESCRIPTION OF WORK'(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO �l Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Coastline Cesspool & Drain Service 4225 Bridge Lane Cutchogue, LI, NY 11935 (631-734-6585 CERTIFICATION OF SEWAGE DISPOSAL SYSTEM Suffolk Tax Map#: Dist: f OOO Sect(s) f ob Blk(s) _Lot(s) �• �.7 Project Name or Address: Subdivision Name&Lot Customer Name: I HEREBY CERTIFY THAT: 1. The first septic tank/leaching pool,from the foundation,was located&uncovered,AND 2. Tank/pool was inspected for outlet line to an overflow pool,AND 3. Overflow pool(s)was/were located&uncovered. �r.�c ��, .tio�s� � f.�•Y/ �1 �d.�'- �.S- yam. I also certify that the sanitary system consisted of: First tank/pool g feet diameter 6 feet deep(cast ( ) block ( )other—lgi—;�epX ZoZ.4 First overflow poolfeet diameter _feet deep( ' precast ( )block ( )other dy Next overflow pool feet diameter feet deep( ) precast ( ) block ( )other Next overflow pool feet diameter feet deep ( ) precast ( ) block ( )other Gallons of waste removed from ( -septic tank ( eaching pool(s) Signed ,� Date: William W. Park, President SCCA Lic. No. 134-W DEC No. 1A-600 JOM,AARRKSCHWARTZHITECT &ASSOCIATES 28495 Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 www.mksarchitect.com July 6,2010 Southold Town Building Department P.O.Box 1179 53095 Main Road Southold,New York 11971 Re: Additions and Alterations to: Sterling House 1645 Elijahs Lane Mattituck,New York (SCTM#1000-108-04-7.15) To Whom This May Concern: The proposed additions and alterations to the referenced property will create a four bedroom house. The existing septic system was designed for a three to four bedroom house, therefore The existing septic system it is adequate to handle the proposed additional bedroom. Please call this office if you have any questions or require additional information. Very trul . .furs, 44, P Mark Schwartz 0 �r AIA Member American Institute of Architecture S � au � Spa/1�� abvs ci�b15 cu�f 3S67a SO!/lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA Southold,NY 11971-0959 yOUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD November 16, 2012 Heather & Shaun Sterling 2645 Elijah's Lane Mattituck, NY 11952 TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) ,Electrical Underwriters Certificate. (contact your electrician) V"""A fee of$50.00. / 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. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 37628 — Addition/Alterations TOWN OF SOUTHOLD PROPE ( RD CARD OWNER STREET VILLAGE DIST. SUB. LOT ' ��� /7!r aQ �f'��� / � � / / / a..j� ..,rs•'.,'•.y!'r 'sRf_..t`.:�1ar..� .- Sw. FORMER OWNER i lg N E AC W. TYPE OF BUILDING Ida ktk v G-. 2ES. r SEAS: VL. FARM COMM. CB. MICS. Mkt. Value LANb IMP. TOTAL DATE REMARKS •• ,;� -i. f _.�uIL`.4 ,ei -�0`lY�l''_ -, i//12/�3 �1a �r-� G9GG o3�,,� -� oo, EC r T A Z--Ss`. 7 X go c, P S, �. f'Lf7A/ /; , "l3 a f5 e'��?9177 000, 70V491vo �/a ;s• �S. ��- /°L,��/ icy �n�R,vv/forrFs !� : 7,;� 7oY �/✓L N /"/d fYt re, W, J .G A f 4Ar C w! J+^ a- k!,/= `ADO vc) '? � Ste( 41,4QU Whet e39( to 13� .zit(ecL �Y Sc�wfl� tctaan 7 b, l �1oi ��y 9/�9 C h - Sc }.,�f z f -Z-Awl .3 f J , O 0 3 ./ ./p /�y�o ,D /off ��/r r /�'v, fog Z e, c"S4, ca o a ��7'Seoa -p Skid, illable FRONTAGE ON WATER 7o6dland FRONTAGE ON ROAD / . I, "9 leadowland DEPTH ' Ouse Plot . 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B, P, # 3S6 7a BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: _/S l° Date Reviewed: ^aa_/D Applicant: Y� Owner: � Architec���gi erg /If Estimated Cost: SCTM# 1000- I -_r' - 7r /S Sub divis� , / � �A_ Zone: Je` 'f° Conforming? � g Property Address: �' �- G 'City: Pre COs? moo. Building Permits (Open/Expired): B�P, 9� -Z/C/o Z-5t�9,Info: Nb BP/®9s�Z/C/o Z- I15YO,Info: ,AI A.,I-A. BPS 6gA -Z/C/0 Z-U.d , Info: BP 0 D -Z/C/0 Z-�3.5 0,Info: -Z/C/0 Z- ,Info: Single& Separate Search Required? Y o<_"etermination: I REQ. Lot Size: °, °°° ACT. Lot Size:. `(°, °3`f REQ. Lot Cov. 1-2�/�P-ACT: Lot Cov. REQ. Front _so ACT. Front_ OK REQ Side /S ACT. Side_REQ. Rear PROP. Rear REQ Hei ht. 3S ACT. Height b � 'Q 3 ACT o� S � Project Description: Waterfront? Y o N? 1, If yes, water body: Panel# Flood Zone: !� Bulkhead/Bluff Distance: '- ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y o /N - If yes, *Bed#: *Date: _/ _ *Permit#: Town Septic: Y o jd - If no, certification required Y or N Received: Y or N By: NYS DEC: PRE-DEC9/1/75 Y 04) Date: —/—/ Permit#: or NJ Letter- Notes: Southold Trustees: Y p N- Date: / / Permit#: or NJ Letter-Notes: Southold ZBA: Y o Date: _/ / Permit#: -Notes: Southold Planning: Y 66- Date: / /_ Permit#: -Notes: Town Landmark C of A: Y o N> DTE: / / *NYS CODE Compliance (page 2 : Y r'N_ Notes: -1_57- _ O Fee Structure: Calculation: Foundation: /S-3 g SF 1. 3( V T SF)- ( SF)= SF X $ e 4v =$ Yr 7 First Floor: O SF + Initial Fee: $ �-o O, O O Second Floor: SF +Additional Fee ( : $ Other: SF 2. (____ _SF)- ( SF)= SF X $ =$ Total: $ j $ SF +Initial Fee: $ +Additional Fee $ 46"�Vi � TOTAL: $ 13 T I, P-0 NEW YORK STATE CODE,COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: �� / Ground Snow Load:20 Wind Speed: 120MPH Seismic Design Category:B V Weathering: Severe v -Frost Depth: 36" .✓Termite: M-HDecay: S-M Design Temp: 11 -lee Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: /0 HEIGOVITIRE AREA: TYPE OF CONSTRUCTION: � . ZD ES IGN CRITERIA: /PRESCIRIPTIVE �f FULL FRAMING DESIGN ELEMENTS /N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: 11� Ale NIBBLE TEST REQUIREMENTS: 3 3 7 EGRESS 5.7 S.F.: 0/N LIGHT 8%:O/N �® VENT 4%:19fN -/r 5 ,7 NAILING/CONSTRUCTION SCHEDULEV Y�`�-�- ` MEANS OF EGRESS:�Y N 37, 19 PLUMBING RISER DIAGRAM9p�- � LOCATION OP FIRB PROTECTION EQUIPMENT.LgN TRUSS DESIGN: Yo o 0 CERTIFICATION: Y ) ��1 ENERGY CALCS014 TOTAL COMPLIENC Y/ (RETURN TO PAGE ONE) - ....� - '�sty ,'.',rsl''""�`�``��..:__ • SUFF071 COUNTY HEAATH DE£ARTMUT O�v DAfF__p�u Ii F. y+F �iZ�)��' ,�I(n' i The :,ewa(fa di spoaal and water Empply e4' • 1 a- 5 I facilities for this locat ton have boon inspected by this dfymrtment and found to by Natirfactcry, ) Chi of of G^_�CAF -3't}Ear ` �� ��• r� "`� .•'.,�' .,j, ��� �`9�rviees If., y,A� `may s 401 Jrj/off ,/' +,i lJ ' s • , 31r VpR. + SYf E JOCATION OF lynus l ml)asspoots OWN HEREIN ARC FROM FIF,l,D OUSERVATIONS £ ° AND/V/t rRoAl D11 A 0jJTAjNeD FROAi CS711Elgq s' c�h NOTE' a n =NONUMEIIIl' �' e�' �� SC�/JDIV/S/ONMApfTLF_p/AI>•NCOf9"/CE. / r� OFT//ECL ERX 0,cSUFF04 K C0UNl•Y ON W 1LLl A^ �, �eN���L \. - FE8./4,/974 AS NI EN0.606.5 A YOUNG & YOUNG MAR 7 1974 Af'H. 2�1>'i7� 400 '15fR1tJ11FN /,VF.iJlli:, 14IVEFf11F.AD, Ni.W YOltK ' ALLWN W V01ING' NOWANU W.1'eSUY4f, 1/tOI I L. 10!4AL CNWNY.t:T+ANtl 1= LAND SURVEYOR.N Y U.uC.No.1264!f LAND IiU"VCV01f ft SURVEY FOR: >.•v•ar:... .F"•.o. lr.r,,° IN AND I IOMkS INC. 9¢ sn. Wont•,r„ .•nyq H, • " ;„° LOT NO.12,"I L-IJAW'S LANE ESTAT .µx IVIAT71 1 ._. . '• I'I, ff \YN 01- SOU I HOLDSUFFOLK -- '•12 t' -'3' pro .!, CO., N.Y. _ • .. •.t ,.. r,5.r NGAL L• i' ���/ SEPT�8,1973 73 REVISIONS: BLDG.Dl PT. 06/10/2010 __az m x_,_� - �M T,. Y rv`Mw---=:::_,___..__ __._.....___.__.'-_-....,-,_�_,-.�_��.L.__—_.____-•_,.,..ate-,_..__.__._.._...__---___..._.. ___..._ __ _ - _5a 1 I_. >.I _I__.. _ _ I .i._LT_I _ _ Zc I T 1�,._Lr `� i I. _ I_ _._S C I _� L _ I iL ysG :a: L I 7 . 1. T_�_ L- i i _ _ 1_. I,._ 1�_ _-__ . .. __ .1 ,, _I_I I_L.� � _�- __I I- ..� _ ._ a s�.l' �1,1-1--`� _I.1-1 ' _ LI�rC„ vl�. 17r , - T i I_ l .I 1 I 1 ._I. 1 1. 1T .. :C�. - 7-- _ - ,.1_TT r_"� ]= _' r TTI 1 I_,-- Q -k :1�LL1: rl 1__ 1 I_ _ . _1 . -_ l 1._.T,_L - I _ -T L ?�1_ 1__..__.�__. L1_ On z 0 FRONT ELEVATION SCALE: 1/4" = V-0" Q� w a w v_ .._.�_�:. �� ate•- � o o ---�_�— n� _ aX -. i1_._ i � -I- 1 I L4- . i r H. T l r T i_I_ - 1 - _ I- I JTL I I....i_ ��J L_� 1 _ I Z`� �. 1_ �. _ , i__,' . _ _ 1 7 a_ _�-. _.1_Z l. . __LIB _. ..� ..i.T i I -- � I. - -, - _00 i_.f 'T._1 .__- �,- ._1 'LI 1. _ _�I_ ... l__I _.� -__?._._ i.--__l�_ __i_ _ I_L _� . - �__ �- I -I _ ._l ..� _f _ y I M�._____ _.. I- ' __L__ L _I_�_i.. i Y1__, --- - v� r T' _Z f._ I L l I.. LI ._l[_., _` I_.'__I ( i. 1.__ I.-_ T_ .T_L I_r_ _1 L "_�` _J. r -_ I_I. L_ .� I__I� �_ _._L__ T r_ - r - r I '�, _`I s - - -m�__. . __ .rla sz �� 'z _-I_�. _.Ir. _ a -L-' . . xv WH LEFT ELEVATION _ N SCALE: 1/4" = 1�_011 - 0 11 1�`! /1TlO�+ OF ^ - - n�-- =_ 1'•� ; _ , —_o.awn__ __, ..r-n - ____,.___.__._._+�i..m.m,"�'.-._._.___..._ __-_..__-_.w_...mnw_..__._...�_°•�.°_,.___.—_--,._ ,nm-a:vw'Ymn.._.-._- �' a_ f� — �,.,-. �._ �.____� ,�-,,,.._..�'m,,,m.,_. _—__ _ �- _,_ _ - -_ •'-F_�.,gym,- �_..,,�_..-..-_._.... --_�__u—- .__�-...,.._��v��.-,.-,~r._._.,.�._-..�..-___�� ,..__._ ,,. A"" F._""'- _-�__ __'- '..1....:,...d..,. ILI T - LT i.Y 11T- T 1CD _ y K x ��- to _ o, m o I T rc r Li 00 -1, C ._L I__ _.. 1_. _.I. Tr 1 [-1�E rL=_- ""' Q1Lo I: - 1 L_ - - - i _ I -i ALL 'ONSTR(, �� "' m .� I T C L ._-__ _�._.._S_ _- T_-1 __, r-- t.__7--- -- r -L r �T.._1 .I_Z._ IL X �.11& Ss l�LL 00 " r tr LLL_L ors_ I-- 7 r`1 c 1 I - - -I �._ I:_ _� T_�s . �I .:; � ti E RE TE ;� ` aF T °r N - - - - MEET T! �.:P f o w I •� t ...+r ll.,; I�w.-}if,T C.. REAR ELEVATION ��, W1 H ALL CODES OF w SCALE: 1 4�� = 1�_0�� �:E'k'v YJF�K STF� I E & TOWN CODES APPROVED AS NOTED AS REQUIRED o -r 1THOLD T0�"VN ZB D TE' B.P.9 -3-5-4 � _ ,, -- --� -__�_..�:-:_-_�_�•�.•�- -�-- --- �- ' ___ .-�-__.. ._-,---____.®®.—..-,,..-._._----._._ c ��i ^' '�PU",N.'JING BOARD FEE: BY - _ NOTIFY BUILDING DEPARTMENT AT ---------- ..� RUB � THE N w �,- _ - � - 7 Ml1TG4PMF 65- 802 8 A - H FOLLOWING INSPECTIONS: _ _- __. �..m..__�n_____...__.�..a�..��._.___—__-__. _.__ ----�--•— 1 (RED FOR FOUNDATION TWO REQUIRED CRETE "-�-__ - ---- -- ----- -- - OCCUPANCY OR 2. ROUGH OFRAMING, NUMBING, _ STRAPPING, ELECTRICAL&CAULKING � 1I Z 1T � Z_ �Ir �y 1 T _ — 1 J Y ZL L I _L_ I _ 1 -.I 7. t-T .1_.._.I I. 1_ _ -� �, f�` ,r � IJ L 3. INSULATION x r -I 4. FINAL-CONSTRUCTION&ELECTRICAL _ �_-I _ __- 1_._S I �` J _�--- �Z 1� I _ I�I1 I N i I I L L _L T L �1 j__1.._ _1_ I_ 5_ I'�--_ 1 i I :*J f :r F-1 1 11'I C" T E MUST BE COMPLETE FOR C.O. I-I-- - _-(_ _-J _ � -u- 1- � 1 _..., �. I_._1�, 7. L_�- -'-- - .. — _ _ i_I.� _ _ .. _ _, _ i- � 4 . �'��° ' '''-",° ALL CONSTRUCT( T I f �I�-. � REQUIREMENTS OF SHALL MEET THE T �— - t. OF THE CODES OF NEW r Y YORK STATE. NOT RESPONSIBLE FOR _ _a-_ l_ 1 I 1 �. 1_ 1� LTL � 1 l 1` 1 1 IT i� � T-,. ._ I._ ' i. IY-_ _..l_.._.. I. .Z �L . 1�.. ._ T i_ 00 ! i i_ __- ._- ._ I I I._._ S _ T __ DESIGN OR CONSTRUCTION ERRORS. 11 I��J_ f....- !_ �. �l Z ::I. 1_. _ =L:, 1_ =I- -1 LL__A _�- i I L I ? r�_... - - I _.. - - F x _� r -�- r I, --r f ; 1 ?�� �=�i F ,S,_�,•.��: -.. �:� �_ I- i --11._.__L I. _ _ r _ _ PLUMBER G�,- TI T! N T_J _.. Lam-:_I _ _ J��._; i 7_._�_ _i _ _ I _ _L _. ITt __ I;.fir::r_ T i. __ . __ T T_ r_ AD CONTENT BEFORE I_. l.1__1-__ _ J L_ -T__i___I -7._i ._ -_._ .�__!_. I --- 1_ 1�_ _ _T_. 1�. I-__.L �I-T---r T_ _. __I__ _. .._ s t .� - � •� TT r MH MS I. T 1._- I_..L f [ IZ 1 I -- �I1.- _ !_:;'` -rCATE OF OCCUPANCY ' .I i 1._ _,__ -r_ L_ __ _ _ _ DRAWN: 7ER USED IN WAITER SCALE: / 0" O 'vi 'u i, r r. Yf 1< JOB#: 1 N,�10 r SYST gip:•: C14Titit c.�: ""/10 OF 1% LEAD. June Io,zolo SHEET NUMBER: RIGHT ELEVATION PLUMBING , ALL PLUMBING WASTE UNDERWRITERS CERTIFICATE A" t SCALE: 1/4" = V-011 &WATER LINES NEED REQUIRED TESTIN REVISIONS: BLDG.DEPT. 06/10/2010 18'-0" 37'-81/2" 9 _0" 17"-101/4" 16'—1" 3'—91/4" 01 14'-0" 12'—2," 1'— --------------------------2817---------------------------- -- --I, , P TEED 4 ---- ---------- _______.___ __________________.___--- b _�-; (3)2Xl0ACQGIFRDER -_______r 12"DIA CONC.PIER 12"DIA CON(f Tlftk 1 :w/24"X24"X12"CONC. w/30"X30"X12"CONC; • + FTG.3'BELOW GRADE FTG, Y BELOW GRADE, ' V1 ' ^ p O ' O N LL I o� u I 4 N 4if >LID '12' 4 _6'—31/4" 6, 3„ I 2s17. Ac O O ° , 1, 93/„ ! • D Po ." , D d . , d d ♦ � o o , d p d . � o d p d • o o I I I ' ' (2)J -.±ii. p ' _-'----- `-I- r----'- - al 'ML-GIRDER--i- ___ =i-ML'1=11RC1ER--i I 1 III i 4 + .-------• .------ • -----_r III 1 I 1 I III 1 + b , N 0 N 1 \ _71 fill r 0)CC LL IIII ' pp , 00 IIII M 1 I 0 ^ • I� O O D I ,r-- I till 4 1 • I 1 , r (� fill 0 fill 2' 4" 6 -31/4'1 6,-3„ 2, 4„IIll2'-4" 10t-0,,, 9'-113/4" 10'-0" 4' " ------- ' o 1 � 1 IIII •_- -_, .__- - , !--- '_ -� -... .__..__ _._..._..+ i � b l ° c=@).1.3/4X9.112ML GARDER=___L_�_L__(L31 L3/AX9 U2 MLLiRDE&-_=c_�±�_=�3,�3L4X9:]/22� 1&DFR L=�_t__ , _t -r-==-=-----------------r `r---=-----------------r -r- -- -------- T -T-- + O ' �2).13/4X9,1/_2='C_ ___(2}�IZAX9_V1 ', =r _7"ML-G71ZCFER-"i-- -E--MCGIRDER' ^ ' 4 ' 1 : 1 1 ` 1 - tin , , I • C ^ ------- •---- --• ------ i -I«�-. ' EXISTING u: C - nn _ l o iii FIREPLACE Z ° NOTE: 1 ocl 00 3 Ill I • I ,,,, IF INSTALLING BLUESTONE ABOVE nl o USE 7-1/4 MICROLAM AS FLOOR JOISTSLL I ^ 111 + b ! 1 rw I , tT,III a > I I 1 • I= LLEX X,111 N van„ I o �j ., --I l 11 O D d . p I J.�/'� ►1•-I III 4 r 17'-21/4" `1' 12°-4„ 61-6„ 6, 6" 6' 6/4" 6, 6'$ 6'-6" 2' 4 U lilt t._ L -J_ J_ L_ _L_ 1_ 1__ -__1__ 1_1 + (V.LF. � •--� .h-'ll r _ 0)3-3f_4X9-1;/3=___ ( t14X� £4)3 3/4�cR�13= 41 13/63f - 2=- _ ----- _ ) W _A/kLL31Z�T`-R===r- =__ -t=- =VI =�=t--�==,==Mi:. FDER==r=F---F *==PAtCMU€R==l= -=- fill l-------• :- • ' 1 1 1 + •O Z /fSREBAR@12"OC � _ _ •-------• '---- 2X8DF/f2 `----'-"' N `--"'"--' PROVIDE MN.36"X24" NEW BEARING WALL ABOVE I D (ll AND AT FOOTING ACCESS OPENING PER CODE cV -"'r • FJ @16"OC N N ull #5 REBAR @12"OC V 1 OO W AND AT FOOTING Pt Q FURNACE WELL WATER SOFTNER EX. SERVICE cx O D a ------- -------� - - , o in ' EX.(3)2X8GIRDER ' _,__ , -- --- , EX. (3)2X8G1RDER--�__- _--L_____ __ •� 4 w �+ -- - --- -L---------- ----L- ------------ ---- - ------- --r= -r- _T- 1 ----- -- (3)2X8 FLUSH BEAM N n •- ' - -- ' ------- 0 ti W U +. i p WI NEW STAIRS I< ------- x m Ov LL' (2)1-3/4X7-1/4 ML FL.BEAM 'LL -------m cc m W zc z :E ------- 1E z A� W W LL: a Uj rn �M - s w EX. BASEMENTLL REMOVE 0. Q FORMER GARAGE �I I"' EX.STAIRS W ----------- ------ ZA-- __= ___ -- -------------- cr' -----------=------- - ----- -- - - - --- ---�- EX (3)_2X8 GIRDER--; -- --;-__--'_ ?-�- �_ -;-- EX.(3)2XS GIRDER 1 1 1 1 I , 1 1 111 _I•,� •-------• X 111 tD,II H,n LLIlt W Ill �11 EX. SEPTIC 2XR DF#2 F1 n16"OC N Ill u1 nl #5 REBAR #5 REBAR V +ll FILL IN EX.OPENING U) (2)2X8 FL.BM. o . v . 4 v o . p Qr Fs -------------------- WALL LEGEND 1).6"THICK POURIEDCONCRETE FOUNDATION.3000 psi. HEIGHT ABOVE GRADE 5).PROVIDE 2-2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES TO MATCH EXI5STING(APROXIMATLY 2'-0").EXTERIOR OF FOUNDATIONS TO ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR BE DAMPPROOFFEC AS PER N.Y.S.RESIDENTIAL CODE,WITH A BITUMINOUS FIBERGLASS SILL GASKET. [EXISTING WALL] FOUNDATION PLAN COATING. 3' fiy ' 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 0"O.C.AND W/I 1'0"OF CORNERS, • •[NEW WALL] • i 2).FOUNDATION TO HAVE 161X8"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A SCALE �/^n = 11-01 SHALL HAVE 2--tl5 CONTINUOUS RE BAR.ALL FOOTINGS TO REST ON MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO "'' p ;a r^ • ��� DRAWN: MH/MS `7 € d UNDISTURBED SOL(MINIMUM 3000#CAPACITY) T BELOW GRADE. BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. [WALL TO BE REMOVED] �u $g =. I, SCALE: 1/4"=1'-0" ♦ ate" �'x"9t ..4'`,1 y'AA .� JOB tt 4). FOUNDATION SLAB TO BE MIN.2"THICK FOR CRAWL SPACE.CONCRETE ON 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE COMPACTED RILL.INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS BLOCKING AT 8'-0"O.C.AND MIDSPAN. } n'�•, June 10,2010 ADJOINING WIALL;, STTEET NUMBER: 8).PROVIDE Co AND SMOKE DETECTOR PER NYS CODE. REVISIONS: BLDG.DEPT. 06/10/2010 I 55'-81/2" I - I 1 18'-0" 37'-81/2" 01 I 0. 9'—0" 7'—0" 10'—10)1/4" 8'—01/2" 8'—01/2 3'—91/4" I I --------------- ---- -- ------ — 3-3046(3in Mull) t (2) 1-3/09-1/2 ML HEADER 1 (3)1-3/4X7-1/4 ML HEADER 6X6 POST N BOXED IN v 0 M Lw 1 m Ya PORCH zC 'r' ; o �:.=� I ---------------------------------- -- OI I ------------------------------------- —� MASTER BEDROOM I _.. N J 2X8 DF#2 CJ 012 OC 7 FWG33-6011L 3046 FWG120611.4 3046 ~ Y i \ (2)1-3/4X9-1/2 ML HEADER (2)1-3/09-1/2 ML HEADER } 4X61.Se " \ 31/2 PARALLAM COLUMN , LL LO o d 7 I1tx I--- 1 11 00 �y C 6'-4" 4,_2„ ,_4„ 3, -------------------------------------f N II l 1 1 1�1 L3'-4"N•I.F.) WALK-IN WALK-IN - _ ~ ' 1 A H CLOSET N CLOSET = ce 4I �Lu I II FAMILY ROOM IN I • ` [I-"'�-�i Lo EX.FIREPLACE n^ { I ; (FRAY CEILING 10'-0"AFF) IN I ----------------- ------------------ q 1 1 - ----- ------ �?i l`r � ' ------ - ---------- DINING r ' 7-1 rn MASTER BATH _ y I eni 12" :D 2X8 DFit2 Cam 2X8 DF#2 Cl m N / co N 7'—1" 5' 111/2 r o - - 4X6 1.8e ,/ 4X41.8e PARALLAM I / PARALLAM 9'—1 1/211 r COLUMN II ♦ COLUMN (2)9-1/2 ML HDR (2)9-1/2 ML HDR 4X4 1.8e Q a 1'- 1 — — — :- -. .�.: - --- -- - PARALLAM ITI COLUMN c0 8"DIA. ' ' ---------------- COLUMN 03 bi) W 1-3/4X14 ML W/(3)3/4" iTffl. PLATES U ISET H A 'ER O ry- (EX.BEARING WALL (ALTERNAT E: 12X58) LI TO BE REMOVED) ; = -' LJ� ; -n' E BATH No.III co I I (ALTERED) I I PAD V A.I. jv� EX. BEDROOM No. 2 our I I I I 1 1 EX. BATH EX. KITCHEN r 11 l y a NO. 2 (EXPANDED) e -- --- - -- ----------- _.------00 N i_AUNDRY ROOM1. a +n I I LO 1 I ^ I I 1! 1 1 IV O O - I - _ 0 5'—7„ 9'—11/21' W/D � I I _ N Ili ------- -- --------r- m m Q © — (2)7.1/4 ML HDR — -0 2)7-1/4 ML H.D _ _ ; N Z � Rn [ .6; _52"00 — I i (� Q (Y] � {✓r i - I I CO � C+7 O •.. ------ I I 8"DIA. -N 8"DIA. -I cHC ------- ------- COLUMN COLUMN w x � O � UN' LO iv I v v o o --------------- m Ln U y•� Cn EX. ENTRY 5'° N w (EXPANDED) O \ I Ice Ito LIVING ROOM EX. BEDROOM No. 3 8"DIA.DECO = 8"DIA.DECO F 1= (FORMER GARAGE) O EX. BEDROOM No. 1 COLUMN Fa W COLUMN F�W 00 114 ---co 7_'—__5_1/;,4", 8'-8" 17'-4" CiOf cvV - -- ------ --------- O - ,---- ---- -- M n, i t I I I 1 N 1 1 1 I I ( X10 HiAlID R 2-3046 3046 — 1/4-3/0.1/06/8 3046 3046 V tl) 5'-95/8" 10'-61/3" 8'-83/4" 7'-0" 5'-61"10 1 1 1 1 55 -81/2" 1 I 1 1 1).MATCH EXISTING PLATE HEIGHT AT 8'-0". 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS WALL LEGEND ' ' ' ' UNLESS OTHERWISE NOTED. 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. 1 1 1 1 ALL ---------------------------------- 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 7) AND 2X4 WALLS AT ROR AND INTERIOR WALLS.2X6 WALLS AT R19 ------------ WALL TO BE REMOVED --------------- --- - - --- ----- -- - EXISTING WALL 1 4).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 8).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL :' � .r � 4 1 J DRAWN: MH!MS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF NEW WALL - ------'-'"--' --""----- ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR SHEATHING AND INSULATION. >!s-� ; �• MICROLAM HEADERS. SCALE: 1/4"=1' ________ -0" 9 .ALL WALLS AND CEILINGS 70 8E PROVIDED WITH 1/2 ------------------------------------------ ) - ., .. JOB#: NOTE: 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE BATHROOM SHEETROCK TO BE MOISTURE-RESISTANT.: « �" "SHEET ROCK. DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING June 10,2010 [INT.:2X4=4-1/2",2X6= 6-1/2",EXT.:2X4=4-",2X6=6"] HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 10).PROVIDE Co AND SMOKE DETECTORS PER NYS CODE.DETECTORS i��, :!s SHEET NUMBER: 1ST. FLOOR PLANN TO BE HARD-WIRED WITH BATTERY BACK UP. DIMENSIONS OF NEW WALLS ARE FROM STUDS [EXT./INT.:2X4 = 3-1/2",2X6=5-1/2" SCALE: 1 4" = 1'-0' EXISTING: 1592.3 SQ. FT. / PROPOSED: 1549.7 SQ. FT. / DECK: 137.0 SQ. FT. REVISIONS: BLDG.DEPT. 06/10/2010 1 I 1 1 t ------------------------, __ _____ :_::::::___`_____:_::::::: :::_,_- 12 I I I 4 I CC cc I . 7FF \h ^ y I t r^ 1, - ---------------------_.. i I I II I I I 1 i t 12 I I 4 W I I ---- B I 1 i cr � I I 12 12 O 'A f-� O i A ; I 3-1/4 A u 2X8 DF#2 RR no 12"OC EX.CHIMNEY I 1 i ' n `------ -----+ I w CRICKETILJI - --- i tou"OC i I I I t l x 1 1 N 12 I I I I l i � A 1✓/ "� 1 1 f i I 222/rrr� I /2X8DF#2RR0,12"OC— - --' 1 1 I I i t i t - a . . � . � —I I �� �XIST.NGROOFLIN�E EXITNGROOF LINE i Ir^ Q - l .00 % .i✓1 f,• // /,/ 1 i I I I � � t I I `��5z�9 t I ` ' ' "•I y / �/ � N -n'`" / f' ! I o r i I / I / ♦ /I ! ! 1 - ! aj '; I / i, I f / it l Y �- 1 I V�- Il f ♦ -%` W U 2X12 PLATE i!f /!'// /,, ! / i` / % % ;' ! I I' /' % / i` f, i` f / /' / //: i / / % i 1/ ✓f x Cm i ✓ tY--7-- -r- ;�'_-,'__r'-� -y'- f, / / it I ! / / ! ;(I ✓ !� yl/ ' i i j' j` ! I/ P� � O ''� %• i` / % / / j' ;' t f a 1% / I i i" i i; i, ,�,� i ,/ �/h. i t % '!^ /* I 'f: i/I / i !/ % // i' , ; / C) } 1 /• � // '/ / / i r! ,�t ;' y,i ,%� i.;� i/ ! % ,/� 1 ' i` / ' i ' I. i � % � /� i' I L, /,, O � t-I ,f".., / ,✓I �, j/ f % � / / '1 I / i' a _j. _ _.f'. _�,� .. � I ,i /` `t t i / / / •I I !� /' % /' / / !` 'r I ,,,,r-r � � !' !; I/ / // / % /f J // !/ /� j''// /' i f•I f: /' /,' // ,' i/, ,l- -- _ _. ✓__ ,r'J _ ,/ - - -/�- 'i / / / /�� ,% ! / / /i / / ' 1� ` � ��r +V+ l� aC4 .�i / �' / '// i `' / /// I,x / i / !' !' /I I• ,i � % /i -i--!-�- ,/__�- _ _ - ._ t // / /! / ✓ i / ,'I , ,; tG � G 41 U) ULn x' i` / !' // i.r ;�' i` / / � �i !' �, / %I i / i' /•i I , i j� /` /' i' /" i ii I O W !., /`I ,j. / / j is / ,t I ' % / % ,✓, / /, % / ,/5 /% %' !,` I 1//, f' /` / / ;" / 1 t;' j / /✓ %' ii i• ,!` ,� / , ,/' �+ P—I j, /` /; ; /•' /i ii I i- / / / i / i, i' i I�" %� /' /' i! 1 ( /, j , I I i� U1 i / // i` S9 / /' !' /� / / I I, // j / / L•'' . :% ,% '•ir `, '/ 11,�/ ( � O / 1 v/ �// f% / /� j' / I I,/ / i` /' j` /' / � /;I t ,✓ / f / 1I j i / y'I � / !' i !' ' I;'I /` / Ji i' / "; V (CRICKET) (EXISTING) 7). INSTALL 2X6 DF#2 COLLAR TIES AT'4B"O.C.. 7). ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS x WITH ROOF AND SIDE WALLS(TYPICAL), �✓ 2).ALL PLATES SHALL BE BOLTED TO RZAFTERS WITH 1/2"DIA.GAWINIZED Q, LAG SCREWS WITH WASHERS AT EiACH RAFTER. B).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODI!I SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 3),REVIEW PLAN FOR AREAS REQUIRIING POSTS.MINIMUM POSTS TO UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE BE(3)2X4 DF#2 BOLTED AT 16"OC..ALL POSTS INTERSECTING WITH WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS ? RIDGES TO BE SUPPORTED BY CEILUNG JOISTS AS INDICATED ON COMPLETE. FLOOR PLAN.POSTS AT WALLS TO)CONTINUE DOWN TO FOUNDATION. 9).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 4).APPLY 1/2"THICK FIR CDX SHEATHiiNG OVER ROOF FRAME. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT LEAST 3/B"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 5).APPLY METAL DRIP EDGE OF ANY IUNDERLAY ALONG RAKE EDGES AND USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT ROOF PLAN DIRECTLY TO THE DECK ALONG EPAVES. CUTTING INTO SHINGLE SURFACE. DRAWN: MH I MS 6).USE 30#FELT UNDERLAYMENT W1lTH ASPHALT ROOFING.IN AREAS W/ SCALE: 1/4"=1'-0" n i 4:12 OR LESS ROOF PITCH USE ICE,&WATER BARRIER UNDERLAYMENT. SCALE: 1/4 = 1 -0 Jos#: 1r'< June 10,2010 SIIEET NUMBER: REVISIONS: BLDG.DEPT. 06/10/2010 I I —• �4" • / • / O 14„ • 1 ( 1 •O 2.0 EXISTING CHIMNEY • I � / I � � 0• � � / I (CRICKET) I ( ! I t TO BE RAISED TO 10'-0" MEET NYS CODE `` 1 ` 1 1 �2'°` O� f ASPHALT ROOFING R #2 a�F#2 R@ RIDGE 2X8 RR Xgv @ 2) 0 CRICKET - LEAD FLASHING #10 STAINLESS STEEL l 30#FELT UNDERLAYMENT 2X 2X12 @12"OC 2 RIDGE WOOD SCREWS W/ I ' r1r, l 1/2"CDX SHEATHING S WASHERS P 12"o.C. \ 2X4 KNEE WALL - T AS REQUIRED II i TO RAFTERS f 2X8 DF#2 CJ @12 OC ya_, tr 12" 1 I I jl t I 1 l - I iz"o.c. -- 2X8 DF#2 CJ ta112"OC ~ 6 I 1 I 11 I y - - - - ---- ------------- [TRAY CEILING] - I I I J • I I ® -+ c�jr-�i����nc>trna�csw7 <I _ PITCH FOR CHIMNEY ROOF • ` ' 1 'n °. n• - TO BE DETERMINED 1N FIELD 1/2"APA RATED SHEATHING I ' / I ll GRADE PLYWOOD l 13 El O _ 1 �I 1 11 1 I (ALTERNATIVIVE;7/16"O.S.B•) I / 1 I O O e,° 1/2"APA RATED SHEATHING I SIDING PER OWNER _ ..- / • I ' I I O I I I ' GRADE PLYWOOD '00 w/UNDERLAYMENT 1 (ALTERNATIVIVE:7116"O.S.B.) 1/2"CDX SHESTHING 1 +I 2X4 DF#2 STUD WALL EXISTING 2 2X6 ACQ SILL PLATE FIREPLACE /9 a '^ ` TERMITE SHIELD 2X8 DF#2 F1 } - MIN.2"' V1 #10 STAINLESS STEEL (3)1-3/4X9.1/2 ( AIR SPACE W OR GALVANIZED 1 FOAM SILL SEAL ML GIRDER @ 16"OC _._.____.._�...._..__.,...-... ` O WOOD SCREWS W/ 3/4"SUBFLOOR ;a n n n NMI WASHERS @ 12"O.C. /V / \I / t U•/ WINDOW SILL TYPICAL WINDOW OPENING 'o �i °� ( al. (2)1-?3/09-1/2 ML GIRDER (3)1-3/4X9-1/2 ML GIRDER o C G t .w II I TOP OF FOUNDATION >, n a n t04 n i I (LESS THAN 4'-OXV-0"OPENING) I + TO MATCH EXISTINGILL IIL , a ` !� A 1AI } I II I I I °. / i / 8"X16" Qe , I �� i I • - 8"PC WALL J f BLK.PIER n <'n n r '-- U - - O DAMPPROOF TYPICAL DOOR OPENING I �'f 4"CONC.SLAB (LESS THAN 4'-(0X8'-0"OPENING) 6 4'`7 a .v' t+• �n > n ;o," �.t� �• •' p,U'" ar ,v' � A. • • •. ' v • ' ;}p" y -�.d � p '�.d 0 — - — — `c, �^.,.a4 ,^,. [i'Va' `A_h 1 oa'^ �'e•n°. •?-.. •ca'�s•` '� 't.`P.aa ,n.�'�.^',a" �n r.'yea � �. b'pGS eed•p 16"XS"CONC.FTG. --~ y ' (2)#5 REBAR 36"X24"X12" CONC. FTG. Z U U 24"OC 4" O F L SECTION A-A W ® e e • 4" SCALE: 1/441 _ 14_0 ¢ v W i I I I ' , I I , o are Version 4.3. �� �EwI�J��f� �� H z - Compliance Certificate I---� o • I I ® I I e e I I e I I -5%'9STEEL^PLT. n W � HIP BEAM FBI � a 1 ' • i e ( o e i r / • r / ` • Erb CMe,. 07 New York EnergyCons ervi i�l X$RR @12`OC j/ I l/ i. 11} dt1Lv1: Su�Ot1C Crunty,News York n �Tl' De F Y1fy 2X8 C1 @12"OC' lroc I' I - I I� (j Tom- Non-Electric I Degree C � (3)1-3/4X7-1/4 ® e •e J • I • {+ ML HEADER ` Cons'lrudon SAe- �' nient'� De?s lC straotor 3/4"APA PLYWOODSTERLP,* SHEATHING 1 • I \ ® I e e I \ I 6X6 POST Cn 1 I I I I I I I I I • I \ • `I / llll 1 t ' 1 / Cix1€ ' :0 2%Bstt�t"an coot Marmon UA:S31 '4'°�I VA:WO THIGH RAILING Th"%Bersaer n v vio TN"Chu max 44 pr c A-w 0M#1A t+z�roOgrw.#A hwAi h.bra a0 v*d.NSlbb#*Mow. I I h .4a t#D'C�r.w e ��.tl�+r.ce d't+r�N+�14+�Prr MH r•6�knv+!r.a2rd§h'>ung O a O ars.�...,.�. ,r rwaw",,.,.;ae. a �:R+.,,zva.Y.�m�a+a.J,i.w�,.s.m3..m'. ..s,Fx, .++..�•.,- , dl ,r�w3f'`i�,.;+ L 2X4DF#2 r I l( I I l� I l / ( n�or SIT t JrRmeo` 2X8 ACQ DJ @16"OC ,.a C STUDS / I I l f! I 1'a"l I:Q�'0oW Frame,M7 ox. 2S30 11M 0.0 1 ra •V.0 1;? Fr "L1011 a+PB^�cL11fi ° 99 C.310 96 (3 2XI ACQ 441 el f ` • �e• l � 1 e /� ` e �a • ElDar L'3G1'1"J .42 ©. 13 DOMZ Gt 105 0.310 33 r 4-1 N #10 STAINLESS STEEL r4r T- a ceu (Dg ate) +416 15.0 0.0 27 � ~p44", OR GALVANIZED Cellar Z FIX 'S1g C rsciss r"Tr ss 2726 .3Q.1I1 0,<J 95 � <C 12"DIA. v l J WOOD SCREWS W/ Z n-,• CONC.PIER I } I I I 1 I WASHERS @ 12"D.C. • ® e ® e T4►f? 1 114 rg�C?waE411'11�415 1C T}64 ft 15 r. 515 14 1I1t the 1 19^ $ISS.>�ffi 1'Y ik 1d oner 1","�'�143 01lB6.6 f"II Irv"! N7 a> ►s11I1 trls perrnr caiw.Vie pr�L 12 splar16 lsk ve�rEm 4165t�1E9�1 I'1L'�U16�177 1kFt YC�IC� Y D n CMrInz�C`cr�1 MULTIPLE PLYWOOD ASSEMBLIES cmv- .1I'ln--fRt'S,Hi1•f:P'1 a Deg Pforessl�I3l Ms sL3R'�Ff l raid&' �A F175 arty FO th3t�1 tie tow.[1?'t I � I 1y4q " ' F' S'• 2-2X4 DF#2 STUDS CONNECTED �1ro� Dp(ytart� acy3St�1��E17t,s'I Pfgg1S.�� 3fi1pwIS�,�GOSI�11`.3IY#"\A,1�F((S I�� 30"X30"X12" TOGETHER WITH STAINLESS STEEL CONC.FTG. OR GALVINIZED BOLTS W/WASHERS AND NUTS @ X-0"O.C. Mne TYPICAL MULTIPLE OPENINGS - � SECTION B-B (MORE THAN 4'-OXS'-0"OPENING) SCALE: 1/411 = 1'—O" N � 0 u o Ln , C v ''^' WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ° X AS PER TABLE 1609.1.4„ N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) a In WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/161, 4 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO ^U COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL 0 �'E CONSTRUCTION CODE).THIS 15;NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. U m ALL PANELS MUST BE CUT TO SIIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY;SHUTTERS FOR INSTALLATION. N v � W � Report n�:DFJ10P10 1�ata nILMi3r1e:'4�'IDCG17I11�R'L*�zPs'"I' tL�1111(+�M�s_>1.lSrt}�$B�.IT'I1�IY!b"iFE:"�!tl.':TE#�L'tr+Fr;.t�C IP3C�1�t 1 STORM WATER MANAGEMENT DETAILS W N.T.S. GU RS DOWNSPOUTS DRAIN PIPE u 3"0 ROOF VENT 3"0 ROOF VENT _ GUTTER S1ZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE 1/8"SLOPE GPM 1/4"SLOPE GPM (INCH) @ i/16"SLOPE @ 1/8"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER 3 340 480 2 1088 46 3 1644 68 2320 96 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 MASTER BATH 3 BATH No.2 KITCHEN LNDRY,RM, 3 BATH No.1 5 1250 1760 3 3220 134 5 6680 278 9440 392 1 114 6 1920 2720 4 6920 288 6 10700 444 15100 628 1 1/4 1 1/4 1 11/4 1112 1 1/4 1 112 1 1/4 1 1/4 1 1/2 1 1/4 LAV. e b LAV. SINK e LAV. 13" OGEE GUTTER-STANDARD 5" W.C. W.C. W.C. F.A.I. SHO ER SH40 ER SHO ER D,W. W'M' NOTES: OR ATH OR2 BATH OR ATH 1).EXECUTION: !lJ A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. \/ 1 114 2 3 1 1/4 2 1 112 3 1 1/4 2).PREPARATION; (� ;2 2 C.O.I A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. !� G.O. 3 C.O. 3 I C.O. / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 3 3 ROOF AREA:3795.3 SQ.FT. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR AT 100%WATER RUNOFF:633.8 CU.FT. METALS WITH PROTECTIVE BACKING PAINT, 3.INSTALLATION: ~- PROVIDE(4)V DIA.X 4'DEEP DRYWELLS A),PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 4 (OR EQUAL CAPACITY) 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND s1 PLUMBING S C H E li/I AT I C 4"C L��TO APROVED ORYWELLS CAPACITY:676 CU.FT. ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT SLOPE" 1/4"PER FOOT PITCH TO DRAIN TRAP SEPTIC SYSTEM CONNECTORS. �. Ad.4• 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL �a' a`kt',.''4,ffi� +�'-'.;,,• N.T.S. CONNECTION WATERTIGHT, DRAWN: MH/1VIS DRY WELLS TO BE 10'MIN. 4).PROTECTION: ,,:; ,, SCALE: 1/4"=V-0" AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. 4 ;% } B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL JOB#: COMPLETION. ' i. . June 10,2010 O c C •�y"� SHEET NUMBER: "st REVISIONS: BLDG.DEPT. 06/10/2010 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFA\C TURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • ENDWALL RAFTER WALL STUD • e CRIPPLE STUD BOTTOM PLATE p p RIDGE • HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL. RAFTER JACK STUDS FLOOR USP NUMBER DIESCRI°TION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZEUSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL_ WITH THE FLOOR 2ND. ADS5 MOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. O ANCHOR PLATES OF 1ST, FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF I LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 118go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC ►--{ WALL STUD C/] THROUGH—ROOF EXHAUST a VENTS SELECTED AND / LOCATED BY CONTRACTOR W H METAL STRAPLi W • Q CRICKET AT TOP—SIDE OF � VENTILATION CHANNEL CHIMNEY z RIM BOARD RAFTER AS REQUIRED SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN VENTILATION SIDEWALL FLASHING pAf\ WOOD JOIST FOUNDATION • , TOP PLATE BLOCKING rj BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER Z STAPP'ILJG TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST O 0 ANJD ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER • THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER H INSTALL 4'0" Q.C. �.' SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT 4" — 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS ' RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" Q.C. FLASHING TO FORM CHANNEL SOFFITED EAVE LOCATION USP NUMBER DESCRIPITION APPLICATION — 14" LSTA30 1-1 4"x3O" 18 o. STRAP AND JACK STUDS AND SO R TO MAINTAIN AIR 8" / g � � GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4" — 6" RAFTER RT10 10-3/4" x 18go. TYYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND < INSTALL 4'0" O.C. ' CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" — 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS �� 8" — 12" RAFTER RT20 21-1/8" x 20go. TYYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT 2ND. FLOOR WALL ,. � ' OF FLASHING op a op op ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING r—+ / SIDES 4 INCHES AND LAPS NAILED TO SHEATHING O a SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT � U WOOD JOIST TOP PLATE GIRDER/HEADER •� W H SIDE WALL FLASHING WOOD JOIST Q� N 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD Tn FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS V1 AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" — 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" — 16" MSTA48 1-1/4"x48" 16ga, STRAP AND JACK STUDS CONFORM TO SLOPE CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE/& REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD 0 DB L. SILL PLATE TERMITE SHIELD , �— SUBFLOOR SILL GASKET WOOD JOISTS cri o ♦ NEOPRENE CONC. SLAB GASKET , � 2x6 /2x8 CONTINUOUS WOOD PLATE a, TYP, CONC. FOUNDATION ( 6 MIL. POLY � ' r" ° DAMPPROOF EXTERIOR � V, ' I BOLTED TO STEEL BEAM WITH 0 - o 6MIL POLY ON EXTERIOR �' GRANULAR FILL ' �,n 7 1/2 " DIA. BOLTS 9 48" ox, STAG. p" � ;14 � e V STEEL COLUMN I �` ' v � A ° 4 ° 4 o o ROOF JACK ♦ ` o � �' i' o ♦� ♦ CONC. SLAB '� ' ° °I , \ �.` STEEL BEAM G o y �� �% 4" x 1/4" x 8" STEEL 5 -� V / COMPACT FILL _ `� I �I v o ROOFING LAPS TOP AND BOTTOM PLATE >n U cf) V ° ° 4 • " ^ FLASHING AT . WITH 1/2" x 6" ANCHOR BOLT � ° ti KEYWAY FOOTING o . m a ° �'n °- f CONC. FIG. `p Q'p G o' c SIDES AND TOP N v i~ v ° ; 4 ANCHOR BOLT CONNECTION U_SE WITH 3x3 SQUARE WASHERS 1/2" GROUT o W • „ (USP LB PS58 OR B P583) FOUNDATTION 5/8" DIA. ANCHOR BOLT I 1 3" STEEL COLUMN �' p REINFORCING BAR ANCHOR BOLT CONNECTION _ ( 10 KIPS )DRAIN TILE + p + SUPPORTfING MAXIMUM SPACING FLASHING LAPS , SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STONRY 72" OC TYPICAL BEAM DETAIL � TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STOMIES 36" OC W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FIG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STQRIES 57" OC U • SLAB—ON—GRADE ROOF JACKS & VENTS DETAIL O SU13 FLOOR 'Q+ CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE I JOIST COMPACT FILL DOOR I I USE 2X8 STEEL BEAM ".� FOR BLOCKOUT 4" SLABi P.T. PLATE \ W/ 6X6 WMM I SLOPE 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT rj 1/2" AIR ZACE ,e (WITH A NAILING PLATE IF NEEDED) x AT END AND �� " a • A • :° , °' , " TO BE APROX. 1/2" OR HIGHER THAN G ADE • " _ ` t,�z � ES OF WOOD D ° ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE • q q << -a ' e s BEAMS °� A ° ° '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) —Q— — Q C a s • 12" 6X6 W.W.M. —® — �, ° I _,ij I J p '�, • � s � 4 Q 4 0 � SUB FLOOR o � C .o C !'n �'a �.4 /��� _NOTCH BEAM FOR MUD561LL IF REQUIRED -- MAXIMUM _ ° MIN. ° REINFORCING BAR CREINFORCING F o NOTCH EQUALS 1/4 DEPTH OF BEAM o � O ,°�o �° ��11Tj GIST DRAIN TILE f.e�----�I .1► '� REIN ORC ING BAR o•s I_ e Q \, p ° O ° ° d• SHEET METAL / 30# FELLT UNDER BEAM AT POINT � • o• STEEL BEAM 12" o, IP OF CONTACT WITH CONCCRETE OR CONC. BLOCK _i i ii_ i_1� ;✓ .,; ; ' c•° 3„ PLATE (BOLTED TO BEA ' SHIMS TO LEVEL BEAM TYPICAL CONC. MONOL17HIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �� � • , '� , REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SUURFACE FOR WOOD BEAM „ f -, `t] DRAWN: MH/MS GARAGE DOOR BLOCKOUT :' gig z"' '�'`yi � SCALE: NTS BEAM POCKET JOB#:f`' y' " June 10,2010 SHEET NUMBER: REVISIONS: BLDG.DEPT. 06/10/2010 WIN ® LOAD PATH CONNECTION AND CONST DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMMUM UPLIFT LOAD CAPACITY. 4"MAX. IL IL KING STUDS 4"DIA. MAXIMUM RAFTER CRIPPLE STUD CLIMATIC&GEOGRAPHIC DESIGN CRITERIA • GROUNDWIND SEISMIC FROST WINTER ICESHI'ELD FLOOD LEDGER SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLA'YMEN I HAZARDS RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED • MODERATE SLIGHT TO 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE _Z RAFTER 0 JACK STUDS 6 M • RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: �J RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPUCATIiON LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. FF�� STAIR,RAILING LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 l8ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"AT'20ga. STRAP APPLY TO EACH JACK STUD All fasteners,hangers and anchors to be galvinized or stainless steel. O ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored 1 1/2"SPACE into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. a MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall E ' HANDRAILS RAFTER be 3 ft.below grade. Q 4). Deck joists to have blocking at 8'0 o.c.. RAFTER 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing • and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers U V,/ POST and nuts at 16"o.c. P4 TOP PLATE 06).Concrete piers shall be a minimum 6"above grade. �f TOP PLATE ^ Q BALUSTERS 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored O U RIM/DECK JOIST to girder(s). ►�-•� WALL STUD OPEN BALUSTER ATTACHED TO WALL WALL STUD O 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. H 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal F•-� HANDRAIIL CONNECTION RAFTER TO PLATE/STUD CONNECTION for any contact with ACQ. RAFTER TO PLATE/STUD CONNECTION F� ALL HANDRAILS SHAtLt BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE STAIRS. HA>gDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFTER/PLATE RT15 TYDOWN ANCHOR NAILING SCHEDULE SHALL NOT BE LESS'17HAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER'TO PLATE POST-TO-DECK CONNECTION CROSS SECTIONAL DIIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNECT OVER USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS PROVIDE AN EQUIVALENT GRIPPING SURFACE CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD ROOF SHEATHING:8"-l2"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING STRUCTURAL PANEL gd AS PER TABLE 3.6 WFCM-SBC 4"MAX. 4"DIA. MAXIMUM GIRDER/HEADER Q �+ ROOF FRAMING: GIRDER/HEADER NAIL NAIL ° JOINT DESCRIPTION Qom. SPACING NOTES U -':C H JOIST POST/COLUMN ° ° RAFTER TO 8'WALL: 3-8d COMMON EACH o ° TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL • �," a H POST/COLUMN CEILING JOIST 8'WALL: 3-8d COMMON EACH TO TOP PLATE 10'WALL: 4-8d COMMO TOE-NAIL JOIST � CEILING JOIST TO AS PER TABLE 3.7 EACH FACE .� N GIRDER/HEADER PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE LOCATION USP NUMBER DESCRIPTION APPLICATION TO RAFTER WFCM-SBC END NAIL SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY'TO EACH COLUMN BLOCKING EACH TOE D C O C:H RAILING 2 -8d COMMON 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY'TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER END NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY'TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS RIM BOARD 2 lbd COMMON EACH END JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST TO RAFTER END NAIL 0 rn r. 0 o x ° STU to C BEARING PLATE WALL FRAMING: NAIL NAIL O � k � � GIRDER JOINT DESCRIPTION QTY SPACING NOTES p; w @) TOP PLATE TO PER (z Ln U ° ' + TOP PLATE 2-16d COMMO FOOT FACE MAIL 0 � \ a • TOP PLATES AT JOINTS FACE WOOD JOIST •. 4-16d COMMO ,> INTERSECTIONS EA. SIDE NAIIL >~ •. .` STUD TO 24" FACE U) U v • > 2 -16d COMMO m LEDGER II STUD O.C. NAIIL � o GIRDER/HEADER 11 CONCRETE PIER •. " 00 WOOD JOISTN •. > HEADER TO 16d COMMON 16 O.C. FACE WOOD JOIST '• HEADER ALONG EDGES NAIIL :0 W •• i TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END r-' PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIIL Y DOUBLE 2xc BOTTOM PLATE TO: PER FLUSH JOISTS WITH HEADER/GIRDER I (MINIMUM)) FLNOD R JOIISTST, ANDBLO JOIST, 2-16d COMMO FOOT FACE MAIL CEILING JOIST TO BLDG, CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADEIR HEADER/GIRDER-TO-POST CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16110C WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM IF ABLE, SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS I LOCATION USP NUMBER DESCRIPTION APPLICATION Q TO ALLOW FOR SHRINKAGE. ROD l I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE U REQUIRED I FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE O DECK FRAMING: FLASHING TUCKED UNDER 11 JOINT DESCRIPTION NAIL NAIL NOTES ' TOP PIECE OF SIDING AND QTY. SPACING N LAPPED OVER FIRST CONTIN. JOIST TO: PER TOE E-+ PIECE OF SIDING BELOW THREADED ROD SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL d 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPL-ER NUT BTO JOIST END NAIL RIDGING 2-8d COMMO EACH TOE CONNECTED TO 8LDG. @16"OC POST BLOCKING EACH TOE MINIMUM 2 - 8d COMMON TO JOIST END NAIL � WOOD JOIST END DISTANCE BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 -16d COMMO BLOCKNAIL � BLOCKING LEDGER STRIP EACH FACE FLOOR FRAMING ° .•,• MIINIM M sco • TO BEAM 3-16d COMMON JOIST NAIL 2x JOISTS .'• � � �,o o��o.c ENI� ANCE 12"x12"x12" o r� r • •o� Ica', CONCRETE FOOTING A JOIST ON LEDGER PER TOE WOOD GIRDER ' ' TO BEAM 3-Sd COMMON JOIST NAIL BLOCKING FOR •N' � `• s• � 3 -16d COMMO BAND JOIST PER END TO JOIST JOIST NAIL , JOIST HANGER � LAG BOLTS RIM JOIST/BD. SIMPSON STRONG TIE MODEL STRRI/2 2-16d COMMO TOE NAILy� �' � �` HOLLOW COLUMN UPLIFT BAND JOIST TO: PER . SILL OR TOP PLATE FOOT 0� DECK POST FTG. CONNECTION f SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURES RECOMENDATIONS `I DRAWN: MFI/M5 LOCATION USP NUMBER DESCRIPTION APPLICATION PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND r �¢USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING � ';"" ���.a� SCALE: NTS a ``•i'r JOB#: DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING �' ^'s''" V��'-�::'+'• June 10,2010 SHEET NUMBER; REVISIONS: BLDG.DEPT. 06/10/2010 Ix 2 WiND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: E RA L 'I'N" OT E S G E 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WAL TOP PLATE 10'WALIL: 4-8d COMMON RAFTER IL: 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST T WALLL: 3-8d COMMON EACH TOE-NAIL for generally accepted good Ibuildin practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10,WALIL: 4-8d COMMON JOIST g Y p g g P P PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOiST TO AS P'ER TABLE 3.7 EACH FACE DESIGN CRITERIA 2006 SBC HiGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAiL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PTR TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION UWFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is: responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS P'ER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER VWFCM SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the - ATTICS w/o STORAGE 10 should be adhered to even if iin variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - i8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS)). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 . First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 O responsibility for constructiorn coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means, methods;, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs in (connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt TOP PLATE TO PER FACE NAIL QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) � W(� specific use expressed or impllied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2! - 16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION F" anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 W 5). Refer to the Window andl Door schedule for exterior openings, corners. TOP PLATES AT 41 - 16d COMMON JOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE Z Z INTERSECTIONS EA. SiDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor iss to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2! - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE p PP attached with 8d common nails at 6" o.c. at the panel edges and 12" o.cn the field and STUD O.C. NAIL Sym.: P g � FIRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS SEE FLOOR PLANS such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2! - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION p 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 33 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 0 U 6). TYPE Il EXTERIOR SHEARWALL CONNECTIONS: H BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST BAND JOIST 2! - 16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 ►""� 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights o>f finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD d i i d ih i ^^ _ 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undiisturbed (virgin) soil. interior shear•walls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT, 11 NONE - 3). Provide 1/2" expansion joiint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or mason walls octcurin in exterior or unheated interior areas. 4- Sd COMMON masonry g 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAiL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4). Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2 - 8d COMMON EACH TOE with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAiL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD 5). Unless otherwise noted all slabs on grade to be 2500 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.0 8d COMMON 6" O.C. SEE NOTES: 1,3 ) � g p• TO JOIST END NAIL @ @ poured on 4 inch thick sand (or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: U to be minimum 3-1/2 inch thiick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMOIN EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL I NOTE: 2 FOR PANEL FIELD W� along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 a 6). Crawl spaces to be provided with a minimum 18"x24" access opening. lnstali one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. U JOIST ON LEDGER PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: 3 - 8d COMMON TO BEAM JOIST NAiL THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. a H N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - l6d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored Sltt OR TOP PLATE FOOT SEE NOTE: 1 � FRAMING NOTES g ROOF -i- I�J 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 Ion anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques ancd methods as prescriptive design of 2006 SBC High Wind NAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Constriuction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY- SPACING 3), Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd A'\S PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. - WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATH I NG: SHEATHING LOCATION NAiL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES o 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAILL NAIL otherwise. JOINT DESCRIPTION , N ;~ Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. 4' EDGE ZONE 8d COMMON @ 6" O.0 Sd COMMON @ 12" O.C. o, 4). Unless otherwise noted , ;all bearingwall headers to be 2 2x10 #2 + BTR. Doug. Fir. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD O g 5d COOiLERS Cn en o Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.C . FIELD INTERIOR ZONE i8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. SEE NOTE: 3 _ 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHINIG: O openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored Ln E openings between 4'1 and GO and 2x6 wall openings between 511 and 89. Provide fire NAILL NAIL o 00 .� to girder(s). JOINT DESCRIPTION , THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. x U and blocking where applicable. QTY'. SPACING c 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 , For wall sheathing within 4 feet of the corners, the 4 foot edge e zone attachment requirements shall 2 r '� Z 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS Sd COMIMO WFCM - SBC ) g g q Un U E °: anchors where applicable to all connecting joists. PLUMBING NOTES be used. „ 7/16" OSB 6d COMIMO 3'� O.C. EDGE N G 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with C, 14 Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOILERS 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. G on plans. WALLBOARD 10" O.C . FiELD 3), For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR S H EATH I IN G p g, g p other access openings unless otherwise noted (typical). NOTE: � 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and fates to protect and secure the structure. Verify with the JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g p P Y QiTY. SPACING where applicable unless othelrwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. pp STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. U U 9). Provide b lock!ng/bridginig in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES 1" OR LESS 8d CO)MMO 12" O.C. FIELD 0 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. Pq U) under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTE:S: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Q' requirements. 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10), Provide insulation bafflers at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BEE REFERRED TO IF N needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are baseed on wall sheathing CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. „ Section R602.8-FIREBLOCKING REQUIRED 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel Eedge. if wall sheathing Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) V Contractor and owner for final review and approval. is nailed 3" on-center at the paneel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. lA 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirerments for structural Fireblocking shall be provided in wood-frame construction in the following locations. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or allternate connectors, 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor over subfloor as per manufactture's instructions. such as shear plates, shall be usedl to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 , 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 13). All bathroom walls to halve 1/2" thick moisture-resistant sheetrock. Garage walls and using parallel rows of studs or staggered studs. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is contimuous over connected members,the tabulated number mf nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, to have regular 1/2" sheetroclk. All walls to be taped and finished. to be reduced toi - 16d nail per ffoot. drop ceilings and cove ceilings. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 F 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 4 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or of N.Y.S. Residential Construction Code. under stairs shall comply with Section 11,314.8,N.Y.S.Residential Code. approved equal. Flat roofs slhall be applied with a Fiberglas base sheet with an EPDM 4).At openings around vents,pipes and duds at ceiling and floor level,to resist the free passage of x torch down type material oven. r; flame and products of combustions DRAWN: MH!MS f ` SCALE: NTS 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 5)•For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. , e `=:. ="~' June 10,2010 s� SIIEET NUMBER: