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Home My WebLink About39129-Z 02== FFOI*CpG Town of Southold 8/23/2016 P.O.Box 1179 a o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38466 Date: 8/23/2016 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 60015 Route 25, Southold SCTM#: 473889 Sec/Block/Lot: 56.-3-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/20/2014 pursuant to which Building Permit No. 39129 dated 8/20/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: NON-HABITABLE ACCESSORY GARAGE WITH STORAGE ABOVE AS APPLIED FOR The certificate is issued to Smith,Roger&Smith,Constance of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39129 05-03-2016 PLUMBERS CERTIFICATION DATED Autho ignature ��Q�guFFOc�Cy TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39129 Date: 8/20/2014 Permission is hereby granted to: Smith, Roger & Smith, Constance 109 Bay Ave Bayport, NY 11705 To: CONSTRUCTION OF DETACHED ACCESSORY GARAGE IN THE REQUIRED REAR OF THE EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. REPLACES EXPIRED BP #37600 At premises located at: 60015 Route 25 SCTM # 473889 Sec/Block/Lot# 56.-3-10 Pursuant to application dated 8/20/2014 and approved by the Building Inspector. To expire on 2/19/2016. Fees: ACCESSORY $566.80 Total: $566.80 Building Inspector TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37600 Date: 10/26/2012 Permission is hereby granted to: ROGER & CONSTANCE SMITH 109 BAY AVENUE BAYPORT, NY 11705-2003 To: CONSTRUCTION OF DETATCHED ACCY GARAGE IN THE REQUIRED REAR OF THE EXISTING SFD AS APPLIED FOR. REPLACES EXPIRED B.P. # 35594 At premises located at: 60015 MAIN ROAD SOUTHOLD SCTM # 473889 Sec/Block/Lot# 56.-3-10 Pursuant to application dated 6/1/2010 and approved by the Building Inspector. To expire on 4/26/2014. Fees: PERMIT RENEWAL $566.80 CO - ORY BUILDING $50.00 Total: $616.80 ui ding Inspector t 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. 35594 Z Date JUNE 1, 2010 Permission is hereby granted to: ROGER & CONSTANCE SMITH 109 BAY AVENUE BAYPORT,NY 11705 h0�1 for CONSTRUCTION OF DETATCHED ACCY GARAGE IN THE REQUIRED REAR OF THE EXISTING SFD AS APPLIED FOR. REPLACES EXP. BP # 34329 at premises located at 60015 MAIN RD SOUTHOLD County Tax Map No. 473889 Section 056 Block 0003 Lot No. 010 pursuant to application dated JUNE 1, 2010 and approved by the Building Inspector to expire on DECEMBER 7, 2011. Fee $ 566 . 80 prized Signatur ORIGINAL Rev. 5/8/02 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. 34329 Z Date DECEMBER 3, 2008 Permission is hereby granted to: ROGER P & CONSTANCE A SMITH 109 BAY AVENUE BAYPORT,NY 11705 for CONSTRUCTION OF DETACHED ACCESSORY GARAGE IN THE REQUIRED REAR OF THE EXISTING SFD AS APPLIED FOR. at premises located at 60015 MAIN RD SOUTHOLD County Tax Map No. 473889 Section 056 Block 0003 Lot No. 010 pursuant to application dated DECEMBER 2, 2008 and approved by the Building Inspector to expire on JUNE 3, 2010 . Fee $ 566 . 80 k 7/i J�Zi thor zed ature COPY Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check oonne)_ �p ,,Q Location of Property: �� - d� �) J ( U House No. ('+Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section_ �j p Block Lot J Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature pF SO!/r�®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® �Q roger.richert(aD_town.southold.ny.us Southold,NY 11971-0959 ®lyC®UNTY,� BUII.DING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Roger Smith Address: 60015 Main Road City: Southold St: New York Zip: 11971 Building Permit# 39129 Section: 56 Block: 3 Lot 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Gordon L. Seaman Inc. License No: 4135-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 19 Ceding Fixtures 14 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 14 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 14 CO Detectors Sub Panel 100A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches R28 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Paddle Fan, 5- GFCI Circuit Breakers Notes: Inspector Signature: Date: May 3, 2016 z Electrical 81 Compliance Form(2)As f3f s 0 cou TOWN OPSOUTHOLD BUILDING DEPT. 765-1802 NSPECTION - .- ]/FO DATION I ST ROUGH PLUMBING TIO UNDATION 2ND INSULATION ' FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DAT INSPECTOR rjf s 0 TOWM OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPECTION FOUNDATION- I ST - ROUGH PLUMBING FOUNDATION'2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE INSPECTOR rsf�so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' ' FOUNDATION 1 ST ROUGH'PLUMBING FOUNDATION -2ND INSULATION FRAMING /STRAPPING ] FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION ] CAULKING REMARKS: DATE - INSPECTOR rsf s 0 CL07U TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION I FOUNDATION IST ll"�IG' H PLUMBING UL FOUNDATION 2ND SULATION FRAMING /STRAPPING ;FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: p A -4-za-j DATE - INSPECTOR rjf so cou TOWN OF SOUTHOLD BUILDING' DEPT. 765-1802 INSPECTION ] FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND !rULATION - FRAMING / STRAPPING FINAL (f-e-) FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) I CODE VIOLATI N ] CAULKING REMARKS: DATE 7/Ft2- - INSPECTOR- 2 bbs 0 , AUG _ 5 2015 0 bURTOn bftlODT SMITH ARCHITECTURE LANDSCAPE ARCHITECTURE ^10G I)EPr ENGINEERING r1r,,I �,r ni iii I r _ - ROGfR P. SMIM, fl.l.fl., LM V, PRIKIML August 3, 2015 LflWO(f AWSM, fl.l.fl., LffD flP fR MICK W. Sffbfl, P.f., LffD flP Town of Southold Town Hall Annex Building Building Department 54375 Route 25 P.O, Box 1 179 Southold, New York 11971 Attention: Mr. Michael Verity, Chief Building Inspector Re: Permit # 39129 Detached Accessory Garage 60015 Main Road Southold, NY SCTM # 473889-56-3-10 Dear Mr. Verity, This letter shall act as the self-certification of the design and installation of the poured concrete foundation walls for the above referenced project and permit. The placement of the foundation walls including the reinforcing of same, has been done in accordance with the construction documents prepared by my office, BBS Architects, Landscape Architects, and Engineers P.C. in Patchogue, New York. In addition this work has been done in general compliance with the Building Code of the State of New York. Please add this letter to the Building Department's file, Thank you for your kind attention to this matter, Very tr yours, . G'eR or ; '6'a zz kql,s L' t� P. Smith A.I.A., NCARB, LEED AP 244 f. Mflln STRffT RT006K RW TORI( 11772 o P: (631) 475-0349 f: (631) 475-0361 bbs bUPTOH * bftlPOT * SMITH ARCHITECTURE LANDSCAPE ARCHITECTURE ENGINEERING P01P P. SMIM fl.l.fl., ED flP, PPIKIPff August 16, 2016 D 1N(g[FW[R [ WPfnCf AMD, fl.l.fl., ED flP Do fR MICK W. Sff5fl, P.f., ED flP AUG 17 2016 Town of Southold BUILDING D)i" Town Hall Annex Building TOWN OFSOUTHOLD Building Department 54375 Route 25; P.O. Box 1 179 Southold, New York 11971 Attention: Mr. Michael Verity, Chief Building Inspector Re: Permit# 39129 Detached Accessory Garage 60015 Main Road Southold, NY SCTM # 473889-56-3-10 Dear Mr. Verity, First I would like to thank you for completing the final inspection of the above referenced project. As requested, please accept this letter as the certification of the following "remarks" that were noted by you on the inspection report. 1, The windows of the upper floor on the North and South ends contain tempered glass. 2. The sign identifying the use of truss type construction (VF) has been placed in the window adjacent to the doors on the outside of the garage. 3. Wood structural panels are provided where and as required to meet the requirements of 8301.2.1.2. I trust this letter completes the inspection process and releases the project to a Certificate of Occupancy. Thank you again for your cooperation and assistance. Very truly yours, - o r P. Smith A.LA., NCARB, LEED AP N � 16 14 ®F 1V EW 244 f. M fl STPffT PflTUO Uf, nfW YOU 11772 o P: (631) 475-0349 f: (631) 475-0361 1 rl FIELD INSPECTION REPORT DATE I COMMENTS ' � ob vim" _ �� s FOUNDATION(IST) ------------------------------------- M FOUNDATION(2ND) " z ROUGH FRAMING& y PLUMBING . INSULATION PER N.Y. -- STATE ENERGY CODE l % ll Y� of T FINAL Z !� o �. o . ADDITIONAL COMMENTS 0 z M toL a-- —I S' • l l G �` 4lr7 n A314 _ or o _ /Q d ►-3 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL i Board of Health SOUTHOLD, NY 11971 ' , 4 sets of Building Plans TEL: (631) 765-1802 L I �— , Planning Board approval FAX: (631) 765-9502 �` Survey SoutholdTown.NorthFork.net PERMIT NO. Check ' Septic Form N.Y.S.D.E.C. Trustees (� Flood Permit Examined I� 20 U Storm-Water Assessment Form !n_oj �o� tact: Approved ,20 _ i; '+ Mail to: Disapproved a/c DEG 2 2008 U Phone: BLDG DEPT 1,,. / (n Expiration '20 T WN F _U LD L( Building Inspector CC', APPLICATION FOR BUILDING PERMIT Date �JUy4 Z-3 520016 INSTRUCTIONS a. This application MUST be'cbmpletely 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 regul 'ons, and to admit authorized inspectors on premises and in building for necessary inspections. hQ� (S' a of applicant or name,if a corporation) �U l ovt— ailing address iLf licant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder ts. —1�e&+, 4706e� 6:f- _,_-4 4.�� Nam)l owner of premises Rav✓ F 4 4o_ ��''r" t (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 workwillill be done: House Number Street Hamlet County Tax Map No. 1000 Section Block Lot l� Subdivision Filed Map;No.' ° ` Lot 2. State existing use and occupancy of premises and intended use an&occupancy of proposed construction: a. -Existing use and occupancy' -2 5j'0/2 he e k b. Intended use and occupancy 3. Nature of work(check which applicable): New Building C Addition Alteration Repair Removal Demolition Other Work o6u/d � (Description) 4. Estimated Cost Fee (To be paid on filing this application) 50 If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars Z 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 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 Dimensions of entireI— new�construction: Front l - I Rear '10 Depth Height 2 / —3 Number of Stories_ 9. Size of lot: Front 1?0- 0 • Rear /444 9J Depth "746/• 521 10. Date of Purchase AV✓4 9`0'b� Name of Former Owner 11. Zone or use district in which premises are situated /Yff 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO�� •�' 6015 14. Names of Owner of premises��? � s'°'- ess lob Phone No.X72�IG`I Name of Architect ressI Qrt gone No4q5',03 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO . * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet,of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 tfeet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: - --COUNTY OF- --) - -- -- r9` , being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (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 213rrcl day of �uv►,ti 20 Notary,Public CHRISTINESL. BELSON Signature of Applicant NOTARY PUBLIC, State of New York No. 01 BE5087003 - Qualified in Suffolk County Commission Expires October 27,20 easti�� Town of Southold g Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM X01 PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 1O16) 06(p O3 /0 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District Section Block 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 1 Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? F-1(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? ElThis 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 7 Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? a — 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of 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? El — 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 WIII 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: --------------------------------------------------- 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 Requiredl - -——————————————————————————————————————————————————— STATE OF NEW YORK, S'/�Q (/ C UNTY OF............................IIS SS That I '� � ......... ' ,,,,,,,,,,,,,,,,,,,,,,,, being duly sty o>n,deposes and says thQUE he is the applicant for Permit, .......... .... ... ........ . 1 a e of individual signing Document) NOtD.BUNCH r Itblic State of New York And thatshe is the .................. . ......................................................................�Quaiifietlin'Suffblli. .Nd.-O1bU6185050... .... ............. (Owner,Contractor,Agent,Corporate officer,etc)Commission Expires ApriIC14n0 Owner and/or representative of the Owner of Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; 4..................... day of ........... ,20.0 02'tn ,, _L "I-\ - '7 � NotaryPublic: ...................... ................. ..................... (Signature of Applicant) FORM - 06/07 pF s0�jy��o Town Hall Annex Telephone(631)765-1802 i 54375 N1�+n Roast ax (-3-117650 - 5 2 P_O_ Box 1179 G� O roger_richertdown_sout�io�d.ny_us Southold,NY 11971-0959 'Q Uiti'I,��, BUILDING DEPARTMENT TOWN OF SOU.THOLD APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: ( Gyeam 1 C,�, Date: IZ I5 fCompany Name: �d✓ L. y,�a�t �/1 G Name: Gu?i u� �.. . se4 J✓ License No.: 315 r f- Address: 1711 o(d —C>od4 - ,,Phone-No-:. lP 3 I ' 1• �0®� t . JOBSITE f NFORMATION: (*Indicates requited information) *Name: o ems' SMr1K *Address: CJ - 1�; i Cross Street: Lau ."t" — 706 Halt � *Phone No_: G 3 �• Jr' I Permit No.: j Tax-Map District: • _ 1000 Section: Block 3 Lot: 4738 *BRIEF DESCRIPTIO OF WORK(Please Print Clearly) A 1 ✓ 11x/1 (Please Circle All T' at Apply) 1 *[s job ready for inspection: YES NO. Rough [n Final *Do-you need a Temp Certificate: YES/ NO Temp Information (If needed) ' *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATfON oo 82-Request for Inspection Form 0— / I Southold Town Building Department P.O.Box 1179 Permit#: 35594 54375 Main road y Southold,New York 11971 Permit Date: 6/1/2010 (631) 765-1802 Expiration Date: 12/1/2011 Parcel ID: 56.-3-10 BUILDING PERMIT RENEWAL LETTER Dated: 7/6/2012 Applicant: ROGER& CONSTANCE SMITH Location: 60015 MAIN ROAD SOUTHOLD Work Description: ACCESSORYGARAGE CONSTRUCTION OF DETATCHED ACCY GARAGE IN THE REQUIRED REAR OF THE EXISTING SFD AS APPLIED FOR. REPLACES EXP.BP #34329 A FEE OF $566.80 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: ROGER& CONSTANCE SMITH Address: 109 BAY AVENUE BAYPORT,NY 11705-2003 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department �o�sUFFot,��o�� P.O.Box 1179 54375 Main Road Permit#: 35594 0 Southold New York 11971 Permit Date: 6/1/2010 �4, o�� (631) 765-1802 Parcel ID: 56.-3-10 Expiration Date: 12/1/2011 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 10/9/2012 Applicant: ROGER & CONSTANCE SMITH Location: 60015 MAIN ROAD SOUTHOLD Work Description: ACCESSORY GARAGE CONSTRUCTION OF DETATCHED ACCP GARAGE IN THE REQUIRED REAR OF THE EXISTING SFD AS APPLIED FOR. REPLACES EXP. BP # 34329 �O SO A FEE OF $616.80 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: ROGER & CONSTANCE SMITH Address: 109 BAY AVENUE BAYPORT, NY 11705-2003 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. 7010 1060 0001 1565 7217 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. COMPLETE sN COMPLETE THIS SECTION ON ■ Complete Items 1,2,and 3.Also complete A. Sig lure item 4 if Restricted Delivery Is desired. El s Print your name and address on the reverse X Addressee so that we can return the card to you. B Received by(Printe Name) C., a oofff Dovery ■ Attach this card to the back of the mailpiece, < or on the front if space permits. D. Is delivery address different from dem 1? ❑Y s 1. Article Addressed to: 35"5r/lf If YES,enter delivery address below: 13No kparamlat"e'517n � UO J�P 3. Service Type p / ' `"�• 11-7,05- -2465 ❑Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 5`5 ransfer'from service laben W PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M~1540 UF DEC 292014We"--AvV ' BLDG DEPT TOWN OF SOLITI-I L a vvv 3® _ I BUILDER'S JOB NO. TITLE 'NO. oPo� o RP��R TOTAL PLOT AREA: 60,0541 S.F. zy♦y. Avg ,19 t� ! 1ee ,1. 1 , d ♦eA Oy ,1�0 11111111 Ir 7MRMM ,10 Q .c llfi 30r MW EEE ,!A` "�( ♦rye ril]ff 11W }:Y • 16'm �L 4am SAB `fir �1® ppb_• 3r IRM am Sg$6 OC - (4�'C7 ,0 _ _,F'. to_ __ meq/ _♦'S- `--- a y & of 0 \_` ,6♦ 061' O ♦acf` �� ♦h6 a.6o � �;1Q�% �� 5 � 11,E O`� ♦� ♦�� ` � 1,�0� heti �♦� AP\� , �1�ff�ff�A��Bff�F�i��l�� , y�o� - 16EETEslBilBfiA�fBfft»i�E1M41E��87�� t7�' ff!E®II.Il1E9fE1Et `°,` IR�lB4H®11�A761�16A�ff�7llfff$B16iS��IRtOFSff1��EY co+ WEIiA1 MUEMOMELE�ML%UIEM�MEAV[DWOrLMORE ESS��ffRlBIL09��11�UIE��f�iEBE�fii�l�EELL WENMEEfN029 WEUSSM��MULUWINM F1fiMONS SHOWN HEREON HOE TO N.G.V.D. i83�1E5�EYBl��afa®iFD1El1EE�GWI�>iA�®U�i®�U�Il� MA�I�tfE:UEdCIBEIffi�IEElE1ENEIDA�IB�iiEZE�OBf SUFFOLK COUNTY TAX MAP DIST:1000 'SECT:056 BLK:03 LOT:10 BURTON BEHRENDT MAP OF DESCRIBED PROPERTY SMITH PC LOCATION: SOUTHOLD ENGINEERS TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK ARCHITECTS SURVEYORS SURVEYED: MARCH 31 , 2005 244 EAST MAIN ST. CERTIFIED TO: ROGER P. SMITH AND CONSTANCE A. SMITH VENTURE TITLE AGENCY, INC. PATCHOGUE, N.Y. 11772 (631) 475-0349 SCALE: 1 " = 50.00' FILE NO: 05-207 FAX 475-0361 REV. DATE ITEM NO. 1 12/19/14 DORMER 124" 1210 32'- _\_— - I I to.WALL � s " 15'4 8'-m" = 12'-0" 36"x36"x16" POURED CONC. I r F_�o I ❑o I IOOTING (TYP. F o K1FLAN o LOCATIONS) x I ❑ :n NO SCALE . � Nom THESE DRAWINGS ARE BASED ON CONSTRUCTION DRAWINGS NOT PREPARED BY BURTON,BEHRENDT,SMITH, PC.DATED AND,THEREFORE,MAY NOT REPRESENT THE CONDITIONS AS CONSTRUCTED AT THE TIME. ALL I I EXISTING CONDITIONS SHOWN ARE REPRESENTED AS WALL T.O.T. SUGGESTNE INFORMATION AS THEY MAY NOT HAVE BEEN BUILT AND DETAILED PER THE ORIGINAL DOCUMENTS OR 9 I I PER THE OWNER'S INFORMATION, T.O. WALL `" UNEXCAVATED 40'-6" M IF I SEE DETAIL D/A-4 T.O. SLAI M FOR ANCHOR BOLT IEL:0-11'111 TYPE ANDI I IjL PLACEMENT B.O.FTG.MIN 36" _ BELOW FINISHED I I V T.O. WALL GRADE I � L - - - - - - - - - - ��-6° - - - - - - < 77 2" 6'-5" lm'-2" 8'-3" 2._9.. 8._3.. 2'-42�� n � Q O en Q � FOUNDATION FLAN 0— ,L SCALE: 1/4" =1'-0" O� LLI 0 OL �-- fL 48'-m" O 12'-0" w CZ '14'-2" 33'-Im" e— < 43 48'-m" l..L DRWG, BY: M.R.I. SHEARtUALL 16'-m" 8'-m" F1'-m° �'-m" CHK. BY: RS. rmwn- x THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT INDICATED IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BURTON,BEHRENDT,SMITH.INFRINGEMENT OR l3)2X8 HDR D U — ANY USE OF THIS DRAW NG FOR ANY OTHER PROJECT IS DOCUMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN PROHIBITED.ANY ALTERATION OR REPRODUCTION OF THIS CONSENT OF THE ARCHITECT OR ENGINEER 04 c14 N ° � 15'-6" Il'-6"a uLL �^�6° up[ II2'-6°61 6"x6" WOOD COLUMN 6"x6" OD COL cq CIA I " FLUSH CxIRDER LVL (3) 13�Xll'i FLUSH CxIRDER LVL (3) 13i X111/ FLUSH GIRDER LVL (3) Iii XI11i FLUSH GIRDER LVL (3) 13i Xll� x � I' m l2) 13/" x Ok" LVL RIDGE (2) 13/" x 11� " LVL RIDCs (2) 13�" x 11�� " LYL RIDCaE ``` DURTOh�6ft1UM*.%ITt1 4 8 d 8 d 8 d 8 ` _. _.4._ 8 _-_-_-_._-_- 4 -_8_- 4 8 CO"- 0 _.--" }._._._.POST ABOVE 2)2X8 (2)2X8 suRvrnnaN cl 244 EAST MAlN ST. �� HSS 31�z"�Xlid STL.COLUMN (BLOCK SOLID) HSS 31�z"�Xlid STL. COLUMN I ' I �i �- ----- 1 -------- 0SIMPSON StRONCs-tIE HCxUS550/12 ■fb° L- _ —� HIGH CAPACITY GIRDER HANGER � � � � �� Lu w Lu , w � � � � � � PATC:H000E, N.Y. 11772 SIMPSON STRONG-TIE � 1I 11 1I � - � -1 I -1I � (631) 475-0349 "I- US>;Bm/12" H1Hv ■ f■ v ■ w. " f ■ FAX 475-0361 CAPACITY CxIRDER5'-2' *- 12'-2" *- 5'-6" �- 5'-6" 5'-6" 3'-3"— X N HANGER _. _" GAR GE ��_ X " (2)2x8- U CN NFirov ISI✓4 " U U O O HE) — O HD • 11 tt ` X - 11 ('91 1 I (3)2X8 HD i (3) 2X8 HDR 1.` / UP15 R i CDGRT CUSTOM) I CUD 2020 CUDH2O2C CUGH2O20 CUDH2O20 `Y _ TEE / HD HD (2)2X6 HDR (3)2X10 HDR (2) 2X6 HDR (2)2X6 HDR (3) 2X12 HDR (3) 2X12 HDR HD d? �. � >s ��A /OCA C 2424 CO2424 CCt2424 CLOPAY CCi21/ D21 5024 8'xl'-6" CLOPAY CCi21/ D21 SQ24 8'x1'-(o"SHEARWALL 3'-I0" 3'-1' 3'-1" II'-2" 3'-3' 3'-3" 4'-6' 3'-3" 3'-3" 49 K oll le L _mL PROJECT THE SMITH RESIDENCE 1'-m" 6'-m" 6'-m" 4'-6" l'-m" Il'-m" 6'-6" i'ROl'OSED GARACsE DWG TITLE FOUNDATION AND FLOOR FLANS F I RST FLOOR FLAN SECOND FLOOR FLAN DORMER MAX 40% OF OVERALL LENGTH 48' X 400 = 19'-238" 6'-2" + 6'-6" + 6'-6" = 19'-2" J ( / SCALE: 1/4" =1'-0" C / _ -0 DORMER ACTUAL NOTE: HD INDICATES HOLD DOWN - SIMPSON HDU5-SDS2B - SEE DETAILS ON SHEET A-4 SCALE: 1/4" = 1'-0" DATE: DECEMBER 19,2014 r i BID P/U DATE: DEC 223 2014I FILE NO: RS -14-001 � I A-2 of 4 REV. DATE ITEM NO. I II-25-14 SUBMISSION TO TOWN Site Analysis List of Drawings 2 09-03-15 SUBMISSION TO TOUN SITE AREA: 60,054 S.F. ZONING: A-1 — TITLE SHEET & PLOT PLAN P =Z( o [I ,%A • ZONE : R-80 NON CONFORMING • MAXIMUM LOT COVERAGE :20%(12,010 SQ.FT.) A-2 — FOUNDATION & ACCESSORY BUILDING STRUCTURES (280-15): FIRST FLOOR & ATTIC PLANS • ON LOTS OF 60,000 S.F AND OVER NO BUILDING SHALL A-3 ELEVATIONS NOT EXCEED 3%OF THE TOTAL SIZE OF THE PARCEL 60,054 x 3%= A-4 — BUILDING SECTION NOTES 1 800 S.F. • MAXIMUM HEIGHT FOR SLOPED ROOF STRUCTURES=22' & DETAILS 60015 MAIN - RD , SOUTHOLD , N , Y . 11971 • MINIMUM SET BACK FOR SIDE AND/OR REAR YARD 20' A-5 — TJI NOTES & DETAILS LOT COVERAGE: EXISTING STRUCTURES AREAS HOUSE 1,707 PATIO 765 GARAGE 379 KEY FLAN PROPOSED STRUCTURES AREAS BUILDING AREA: NO SCALE GARAGE 1,152 WILLOW TOTAL 4,003 GROUND FLOOR BUILDING AREA: 1,152 S.F. NONCE ATTIC AREA: 820 S.F. 60054/4003= 667%LOT COVERAGE 20» , , . THESE DRAWINGS ARE BASED ON CONSTRUCTION NUT NEW TWO STORY TOTAL BUILDING AREA: 1,972 S.F. DRAWINGS NOT PREPARED BY BURTON,BEHRENDT,SMITH, PC.DATED AND,THEREFORE,MAY NOT REPRESENT FRAME GARAGE THE CONDITIONS AS CONSTRUCTED AT THE TIME. ALL EXISTING CONDITIONS SHOWN ARE REPRESENTED AS 9 60 S.F. N SUGGESTIVE INFORMATION AS THEY MAY NOT HAVE BEEN BUILT AND DETAILED PER THE ORIGINAL DOCUMENTS OR PER THE OWNER'S INFORMATION. N GAR 3.3+E 20.5' /// j M TABLE CLLIMATIIC OAND(1GEOGRAPH CRES. DESCODE CRITERIA ROOF OH 1 STORY,r, —ROOF OH 0o FR,AME ao / /// w GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHETLD AIR . GAR %,/ / '� WIND SNOW DESIGNWeathering Frost line DESIGN UNDERLAYMENT FLOOD FREEZING GAR 3.8+E 20.5 / N LOAD SPEED (MPH) CATEGORY depth Termite Decay TEMP REQUIRED HAZARDS INDEX 0p 20 120 MPH C SEVERE 36" MODERATE SLIGHT TO NASSAU 13 VALLEYS & FEMA IF 3-SECOND GUST TO HEAVY MODERATE SUFFOLK 11 PERIMETERS REQ. 510 36 Cf) STUMP ' t Y GENERAL NOTES: -5- LLIL1 C 0 ---� j j The Architect of record has n n Z W CV CP 262 O of been retained for any field supervision or inspections. This building has been designed to conform to the .� to � 10- LOQ CB 0 N.Y.S. Energy Conservation Code. All construction to conform to all state and local codes. These drawings do not include components L Z Q Q w NEW � ' 1.0 necessary for construction safety. Contractors are solely responsible for such components. Builder to carry Worker's Comp. Insurance in amounts required b law. Do not s < STONE Y q y scale drawings, use figure dimensions only. a Y o DRIVEWAY ,o GENERAL CONSTRUCTION: O �- CURB 0 The premises to be kept reasonably clean at all times. At completion of work contractor to remove all rubbish, clean all glass and leave z ROP PIPE 0 work area broom clean. - a- 1L o s � � FND p � ? 0 ut ROOF OVER BIRCH PIN06 SITE WORK NOTES: 06 24" Stake and layout all work shown on drawings and verify all given data prior to construction. Excavate and backfill for work shown on _J MASONRY °RY TREE y drawings. Protect all trees and shrubs within reasonable bounds of corstruction. STOOP MASON Q PATIO & K 60'00 Y CONCRETE NOTES All concrete shall be produced in accordance with ACI 318, in addition to gw ement permitted by ACI 318 cement complying with ASTM (j = STEPS WAI-� C1157 is permitted. All concrete to be a minimum of 3500 psi and when exposed to weather must be air entrained as per NYSRBC TableLU CP 203 Y R402.2. Soil bearing pressure is assumed to be 2000 Ibs/sf typical long ;land sand and gravel. Architect shall be immediately notified in O CD CO CB writing if conditions other than assumed exist. Footing shall be 16" wide by 8" deep with 4" projection on each side of foundation wall, a Wo O M unless shown otherwise on plan. Provide 2 x 4 keyway in footing. Anchor bolts shall be 1/2" dia. ® locations stated on plans. All above D,., 6" � J Z grade exposed portions of foundation walls shall have cement finish. DRWG, BY: 0 M Ln.MAPL o W 2$•1 Q FRAMING AND ROUGH CARPENTRY NOTES: CHK. BY: RS. Z Z 23. 8 E- Y Joist, rafters and studs shall be Dug-Fir Larch no. 2 Min FB = 900 PSI and E = 1,600,000 PSI. All wood sills in contact with soil, , 4.7 ROOF 0 U) LL O masonry or concrete to be pressure treated ACQ, sheathing to be 1/2" Douglas Fir exterior grade plywood Cover exterior sheathing TMNDICADRAWING, DSANEPAREUDFORTH SERVICE SPECIFIC PROJECT 4-$ 12 STIR`( AG PA 10 L6 22�$" W_ W with 15 Ib. bldg paper, or as an alternate: Tyvek air filtration barrier properly taped and sealed. All nails, bolts and framing hanglers to PROINDICAEDISAPERTY OF NINSTRU ETOFSERVICENNDTHE OR 2/ N CRAMAECYPRESS~ Z be hot dipped galvanized. Block stud walls at 1/2 story heights and unsupported edges of plywood. All cap plates to be doubled ANY USE OF THIS DRAWING FOR ANY OTHER PROJECT IS FRAME � J unless otherwise noted. Bearings for joist and headers to be 3-1/2". All corners to be minimum three studs. Headers trimmers and PROHIBITED.ANY ALTERATION OR REPRODUCTION OF THIS Q7 USE Z DOCUMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN foist under partitions to be doubled. CONSENT OF THE ARCHITECT OR ENGINEER N H MASONRY W < g WINDOWS AND DOORS: 12„ ,�+ S-(ODP OIL CV) = All windows and french glass doors to be as manufactured by Marvin with a unit U-Value of 0.30 or better with screens, sizes an types PINE ¢ 24" 14AS FILL. t- � as indicated on plan. All exterior doors to be as selected by owner. Sizes and types as indicated on plan. All interior doors to be wCEDAR CD M ER , N as selected by owner. All door jambs and bucks as selected by owner. DR BRICK 2 2 3.5 . 6 `"' W ELECTRICAL NOTES: 0 PINE ARB PATS C All work shall comply with the Residential Code of NYS and local utility company. Verify service prior to installation. Base bid on 200 GATE ILL AMP service. Provide ground fault interrupter outlets as per code. Install interconnected smoke detectors as per N.Y.S. Building Code. �O T RED MAPLE O Electrical contractor to provide hookups for heating and air conditioning systems. Electrical contractor to coordinate with other traders. bURTOfI 6ftlRffIDTSMITt1 � 3' P�CKE MULBE RY Z ARcHnrcruRr0maintrRina FENCE 0 suRvrnna Z 244 EAST MAIN ST. PATCHOGUE, N.Y. 11772 0 ROOF Ov YR 00 w, N DRAWING LEGEND (631) 475-0349 MASS 0P ARBORVITAE MND WALLS-NEW SECTION MARS FAX 475-0361 J STO PI-ANTED E ,�— LINE VOLTAGE L J AREA =r POST IN WALL SD SMOKE DETECTOR OJ WINDOW IN WALL Q HD MOLD DOLIN - 5EE DETAILS ON SHEET A-4 m Q MON o.00 - WOOD HEADER —� 11.76' FND S 45°30' 7 W 9 VEMENT 7 PA — — — LINE OF OVERHANG g�OCK EDGE 5 FRAMING DIRECTION APRON SP, 2 36" OAS N MAPLE MAIN R SIZES ON EACH DOOR f=,41RT I AL f=fR0F05E l) S 1 TE f=L AN SCALE: 1" =20 ASPHALT ROOF SHINGLE NOTES: PROJECT TIDE SMITH RESIDENCE fi ROP05ED GARAGE 1. ASPHALT ROOF SHINGLES SHALL HAVE SELF-SEALING STRIPS OR SHALL BE INTERLOCKING AND SHALL COMPLY WITH THE REQUIREMENTS OF ASTM D-225 OR D-346, INSTALLED IN DWG TITLE gl pLgN ACCORDANCE WITH SECT R905.2 PLANS AND DETAILS 2. ALL FASTENERS FOR ASPHALT ROOF SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING NAILS. FASTENERS SHALL BE MINIMUM 12 GAGE SHANKED WITH A MINIMUM � DIA HEAD AND OF SUFFICIENT LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS r AND INTO THE SHEATHING. 3. ASPHALT ROOF SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS AS REQUIRED BY THE MANUFACTURER. TED O S N 4. FOR NORMAL APPLICATIONS, ASPHALT ROOF SHINGLES SHALL BE SCREWED TO THE ROOF WITH NO LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER SCALE: AS NOVEMBER NO 25,2014 INDIVIDUAL SHINGLE. 5. ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE WHERE THE EAVE IS 20 FT OR HIGHER ABOVE GRADE OR WHERE THE BASE WIND SPEED IS 120 BID P/U DATE: MPH OR GREATER. FILE NO: RS -14-001 A-1 OF 5 A REV DATE ITEM A-4 1 I1-25-14 SUBMISSION TO TOWN 2 M-03-15 SUBMISSION TO TOWN 48'-0" 12'-T23'-3" Hw T.O. WALL � I I +0'-611 I I - " 15'-4" 8'-0" 124" 11'-4" 8" 36" "x16" FOUR ED CONC. _ _ FOOT G (TYP. F F FOR LOC:4 TIONS) I � � � KEY PLAN L — J L — J L — J I I NO SCALE NONCE N. THESE DRAWINGS ARE BASED ON CONSTRUCTION DRAWINGS NOT PREPARED BY BURTON,BEHRENDT,SMITH, PC.DATED AND,THEREFORE,MAY NOT REPRESENT THE CONDITIONS AS CONSTRUCTED AT THE TIME. ALL ° T.O. WALLUNXCAV,4Tp I I EXISTING CONDITIONS SHOWN ARE REPRESENTED AS SUGGESTIVE INFORMATION AS THEY MAY NOT HAVE BEEN n 401-6 BUILT AND DETAILED PER THE ORIGINAL DOCUMENTS OR PER THE OWNER'S INFORMATION. T.O. SLAB EL:12.15 _WALL -•;' Hp I SEE DETAIL D/A-4 FOR ANCHOR BOLT = '< I TYPE AND ( ; I 0- PLACEMENT B.O.FTG.MIN 36" BELOW FINISHED I I V � T.O. WALL GRADE I � • • a : • z7 MEE: — d� Q t( • I. 1v�J� > OL 2'41�n :z: 7r 7r 7r elfx- I O FOUNDATION FLANu- cn SCALE: 1/4" =1'-0" Ly A QC tom- 4cs) __t < to d- a-4 OL A U Q 14'-2" 33'-I0" e- < 43 lo 748'-0" o — SHEARWALL I6'-0" 8141" 124" DRWG, BY: M.R.I. CHK. BY: R.S. e -—_—_ • i �� // i/ i �� i/ • THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT Sn / CE AND THE / D PROPERTY OFF BURTON,BEHR NDT,SMITH.ISERNFRINGEMENT MENT OR l3) 2X8 HDR ANY USE OF THIS DRAWING FOR ANY OTHER PROJECT IS V PROHIBITED.ANY ALTERATION OR REPRODUCTION OF THIS Cc% DECO SENT OF THE ARCHITECT ORUMENT IS ALSO PROHIBITED OENGINEUT THE�ITTEN N c`o 0 0 X&L C14 �0 �0 ol IT-0 AM Ly- COLD GALVANIZE ALL LOW WALL GUARD aXo u- " o ELEG PNL STEEL BELOW FINISH FLOOR p �6 a o RAIL N a� ' >s T.O. WALL 34" LLL 0 6"x6" WOOD COLUMN 6"x6" OD COL \ X . _ _ �' bU RTOf I RUNT DT SMITH FLUSH GIRDER LVL l3) 13/aXI1v8 FLUSH GIRDER LVL (3) 13/aX11v8 FLUSH GIRD R LVL (3 /4X11v8 _ FLUSH GIRDER LVL (3) 13/aX11v8 N I _ CIA - -- (2) 13/a'. x Ilya" LVL RIDGE --- ---------- l2) 13/4"-x IIvB_LVL RIDGE --- -------(2) 13/4" x ilys" LVL RIDGE � O O - - POS ABOVE ' — - e - �- I - - — -- p �V_ aRcnITecruRt O Znainupina ? (BLO K SOLID) I I I _ 2)2X8 (2)2X8 �tU- SURvrn"43 SIMPSON STRONG-TIE "HGUS5BO/12" HSS 31/2"W'44 STL. COLUMN HSS 3/z OX/4 STL. COLUMN " - I �I - �'—'—'--- e U 244 EAST MAIN ST. HIGH CAPACITY GIRDER HANGER �b e N PATC:HOGUE, N.Y. 11772 0 Lu Lu w Lu Lu SIMPSON STRONG-71E per- (631) 475-0349 "HGUS5.50/12" HIGH — — — / n n _ n • i n • i n i " za FAX 475-0361 O Ip_ _ _ p O U CAPACITY GIRDER 0 � 3-b b-3 5'-4" 12'-2" 5-6 * S-b � 5'-b" � 3'-3" � - m GARAGE HANGER c,4 j -- — — lo — N a e � 0 o o o HD • LOW WALL GUARD RAIL _ HD = _ - IL T.O. WALL 34" ABOVE TREAD O ✓" s c 1 , =rti~; b, .D LLL Lu +- ' LLl Cc% tL ] I ' (3) 2X8 HDI f (3)2X8 HDR y ' q UPiS R O O f �: .. CDGRT (CUSTOM) CUD 2020 CUDH2O20 CUDH2O20- CUDW2O20 ' (3) 2X10 HDR (2)2X6 HDR (2)2X6 HDR 3)2X12 HDR (3) 2X12 HDR HD @ �' .-Y HD (2)2X6 HDR • � �' \ ? - ♦ ------ --- ------ --_-----_--- GG 2424 CG 2424 C 2424 GLOPAY CG21/ D21 SQ24 8'xl' CLOPAY CG21/ D21 SQ24 8'xl' �` r-�y-`"�' TE ERED z / \ SHEARWALL 5 � � 4'-4" 5'-1" 3'-1" 3'-I" 11'-2" 3'-3" 3'-3" 4'-6" 3'-3" 3'-3" Y-3" 19 11 _0n L PROJECT 7'-0" b'-0' 6'-0" 4'-6" 1'-0" Il'-0" 6'-6° THE SMITH RESIDENCE it it it PROPOSED GARAGE DWG TITLE FOUNDATION AND FLOOR PLANS TJI JOIST INSTALLED PER SECOND FLOOR FLAN DORMER MAX 40% OF OVERALL LENGTH fi�ST FLOOR FLAN48' X 40% = 19'-23/8" SCALE: 1/4" =1'-0" MANUFACTURES REGOMENDATIONS SEE SCALE: 1/4" =1'-0" DORMER ACTUAL SHEET A-5 FOR DETAILS 6'-2" + 6'-6" + 6'-6" = 19'-2" NOTE: *HD INDICATES HOLD DOWN - SIMPSON HDU8-SD52.5 - SEE DETAILS ON SHEET A-4 SCALE: 1/4" = 1'-0" DATE: DECEMBER IS,2014 BID PN DATE: FILE NO: RS -14-001 A_2 OF 5 REV, DATE ITEM NO. 1 11-25-14 SUBMISSION TO TOWN 2 M-03-15 SUBMISSION TO TOWN CUPOLA t WEATHERVANE A$ MANUR BY "CAMPBELLSVILLE IND" CONTINUOUS RIDGE VENT jk 1,0,RIDGE : +21'- +21'-5" 12 12 COPPER ROOFING 8" RAKE BOARD 4 �Im All ® KEY® ® FLAN ROOF CONSTRUCTION TYPICAL ROOF CONSTRUCTION NO SCALE SEE TYPICAL NOTES SEE TYPICAL NOTES +13'-2" NO'nCr= 3- NOl10E CDGRT (CUSTOM) _ THESE DRAWINGS ARE BASED ON CONSTRUCTION GUDH2O20=CUDH2O20 z CUDH2O20=CUDH2O20 DRAWINGS NOT PREPARED BY BURTON,BEHRENDT,SMITH, PC.DATED AND,THEREFORE,MAY NOT REPRESENT THE CONDITIONS AS CONSTRUCTED AT THE TIME. ALL (ATTIC) EXISTING CONDITIONS SHOWN ARE REPRESENTED AS IV EL: +5'-0" ` +9'-0" CUDH2834E CUDH2834E SUGGESTIVE INFORMATION AS THEY MAY NOT HAVE BEEN BUILT AND DETAILED PER THE ORIGINAL DOCUMENTS OR 8" FASCIA BOARD 44. " 8" RAKE BOARD 12° /4"X4" AZEK PER THE OWNERSINFORMATION. I I 1x4 CORNER BOARD (TYP) 1x4 CORNER BOARD (TYP) CCM2424 CCM2424 CCM2424 // CCM2424 CCM2424 V51411)<411 AZEK \v/ I1.0,FDN WALL V EL: +0'-ro2fo L: +0-6" (1210 A : +0-ro2.6Z'WfJEL: \Z_ _ -0'-311.91 CLOPAY CG21/CD21 SQ24 8'xl' CLOPAY CG21/CD21 5Q24 8'xl' : _01-301.3) 5/4"X6" AZEK : 40'-0n 6p — — — — — — — — 5/4"X4" AZEKJA PDI EPOTING — — — — TING 36 BED D — — — — — — — — — — — IV EL:(MIN 36 B D GRADE) — — — — — — — — — LINE OF FOOTING LINE OF FOOLING 1JJ f-- —1 } � UJ�ST �L�U�TION 2 SOUTH-I ��4�"ION � Lu O �--- Lu U W CUPOLA t WEATHERVANE AS MANUR O BY "CAMPBELLSVILLE IND." DRWG. BY: CHK. BY: R S, THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT INDICATED IS AN INSTRUMENT OF SERVICE AND THE CONTINUOUS RIDGE VENT PROPERTY OF BURTON,BEHRENDT,SMITH.INFRINGEMENT OR W.Rlp(iE ANY USE OF THIS DRAWING ANY OTHER PROJECT IS IV EL- +2 IV PROHIBITED.ANY ALTERATIONFOR OR REPRODUCTION OF THIS 7F +2 DOCUMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT OR ENGINEER 8" RAKE BOARD COPPER ROOFING TYPICAL ROOF CONSTRUCTION SEE TYPICAL NOTES TYPICALROOFCONSTRUCTION SEETYPICAL NOTES bURTOf1 bfhRfnDTSMITH AA0.P mictuTEcruat o fnainemina +13'-2" +13'-2" super Ina 12" 244 EAST MAIN ST. _._.. PATCHOGUE, N.Y. 11772 A LQ FLPOR(ATTIC) IQ.FLOOR(ATTIC) (631) 475-0349FAX 475-0361 IV EL: +5'-0" EL: "r�— CUDH2834E CUDH2834 8" FASCIA BOARD " " AZEK ol vil 1x4 COMER BOARD (TYP) 1x4 CORNER BOARD (TYP) _- "_) CCM2424 CCM2424T^ rf-ILI MAI I LL L: +0-611'12.6 1 0-0 2. 5/4"X4" AZEK EL: -0-3 .9 �j,: 5/4"X6" AZEK ' jk PD36�B D D �_B.O.DOTING 4V EL:(MIN EL:(MIN 36 BELOW FIN1 DE) PROJECT THE SMITH RESIDENCE ��ST �L��TION � NOfi�T� �L��4TION IT PROPOSEDGARAGE DW GT LE ELEVATIONS SCALE: 1/4" = 1'-0" DATE: NOVEMBER 25,2014 BID PN DATE: FILE NO: RS -14-001 A-3 OF 5 REV. DATE ITEM GABLE ROOF CONSTRUCTION: FLOOR CONSTRUCTION: NAILINGSCHEDULE A NOTE: ALL ROOF AND WALL CLADDING SHALL COMPLY WITH THE NO. • 30 YR ARCHITECTURAL ROOF SHINGLES(1) • 4" P.C.SLAB W/bxb W1.4xU A MOVER 10 MANUFACTURER'S RECOMMENDATIONS FOR 110 MPH FASTEST MILE 1 I1-25-14 SUBMISSION TO TOWN LAYER 150 FELT PAPER with ICE AND WATER M . R R NUMBER OF SHIELD 3/4"TSG PLYWOOD SUB-FLOOR 9.5"DEEP JOIST DESCRIPTION COMMON NAILS NAIL SPACING WIND SPEED OR 120 3-SECOND GUST WIND SPEED. 2 09-03-15 SUBMISSION 70 70WN • 1/2"COX EXPOSURE ei PLYWOOD SHEATHING TJ1230 FLOOR JOISTS 6 16"o.c.FIRE • STRUCTURAL RIDGE RIDGE BEAM(2) 13/4" x BLOCKING AS PER NYS CODE ROOF FRAMING • 2X8f LVL F RAFTERS 6 I6"o.c.(SEE PLAN) RAFTER JO TOP PLATE (TOE-NAILED) 3-8d PER RAFTER N OTE: BUILDING WAS DESIGNED FOUNDATION CONSTRUCTION: CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d PER JOIST • PROVIDE TERMITE SHIELD AND SILL SEALER 2-16d COMMON NAILS @ 6 ox. SIMPSON HDU8-SDS2.5 FOR FULL LENGTH OF STUD CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 13-16d (for 3 pitch) EACH LAP USING ASCE- 7 WALL CONSTRUCTION: . PROVIDE 5/8" DIA.ANCHOR BOLTS B V-0" EACH LAP • ALUMINUM GUTTERS AND ALUM LEADERS ON D.C.AND NO MORE THAN 12"FROM ANY CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 10-t6d (for 4 pitch) WOOD FASCIA CORNER OR DISCONTINUOUS EDGE. 7/8" DIA THREADED ROD EMBEDDED CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 8-16d (for 5 pitch) EACH LAP • PRE-DIPP)=D CEDAR SHAKES ON 'TYV)=K' MINIMUM OF 7" EMBEDMENT with 3"SQUARE CEILING 1/2" INTO CONCRETE FILLED CMU QUCEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 17-16d (for 6 pitch) EACH LAP BUILDING WRAP ON 1/1"COX PLYWOOD SHERS AND END NUT (OR POURED CONC) WITH SIMPSON SHEATHING ON 2"X6"STUP5 B Ib"O.G.w/R-21 u CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 17-16d (for 9 or greater) EACH LAP KRAFT FACE FIBERGLASS BAT INSULATION ET (HIGH STRENGTH EPDXY ALL ATTIC INTERIOR WALLS AND CEILING 1/2" CWA 8" THICK POURED CONCRETE FOUNDATION CEILING JOISTS LAPS OVER PARTITION (FACED-NAILED) 13-16d (for 3 pitch) EACH LAP WALLS w/l2)5 BAR TOP AND BOTTOM ADHESIVE) FOR TEMPS 0 F TO 40 F GYP.BD.(TYP) USE SIMPSON AT (HIGH STRENGTH CEILING JOISTS LAPS OVER PARTITION (FACED-NAILED) 10-16d (for 4 pitch) EACH LAP • ALL GARAGE INTERIOR WALL TO BE • 2 x 2" UOUS TING W/ ACRYLIC ADHESIVE) CEILING JOISTS LAPS OVER PARTITION (FACED-NAILED) 8-16d (for 5 pitch) EACH LAP SHEATHED WITH 1/1 PLYWOOD UDA (2)+�5 BARS CONTINUOUS ON UNDISTURBED CEILING JOISTS LAPS OVER PARTITION (FACED-NAILED) 6-16d (for 7 pitch) EACH LAP • GARAGE CEILING SHEATHED WITH I/2 GYP. . CEILING JOISTS LAPS OVER PARTITION (FACED-NAILED) 4-16d (for 9 or greater) EACH LAP BD, SOILCUPOLA � WEATHERVANE AS MANUF. FIRST FLOOR BY "CAMPBELLSVILLE IND." COLLAR TIE TO RAFTER (FACE-NAILED) 5-8d (for 3 pitch) PER TIE ¢��4 COLLAR TIE TO RAFTER (FACE-NAILED) 4-8d (for 4 pitch) PER TIE COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d (for 5 pitch) PER TIE COLLAR TIE TO RAFTER (FACE-NAILED) 3-16d (for 6 or greater) PER TIE ® INTERIOR ZONE ® PERIMETER ZONE KED FLAN ,c1,_4. SIMPSON HDU8-SDS2.5 2-164 COMMON NAILS STUD O.C. BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END FOR FULL LENGTH OF STUD ABLE WA NO SCALE RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END EDGE ZONE) 12 12 WALL FRAMING NOTICE 4 �10 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d 1 PER FOOT TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16d JOISTS-EACH SIDE SUCTION ISOMETRIC PLAN THESE DRAWINGS ARE BASED ON CONSTRUCTION / TYPICAL ROOF CONSTRUCTION DRAWINGS NOT PREPARED BY BURTON,BEHRENDT,SMITH, / SEE TYPICAL NOTES BLOCKING ® ENDWALL STUD TO STUD (FACE-NAILED) 2-16d 24" O.C. PC.DATED AND,THEREFORE,MAY NOT REPRESENT THE CONDITIONS AS CONSTRUCTED AT THE TIME. ALL / STRUCTURAL RIDGE BEAM HEADER TO HEADER (FACE-NAILED) 16d 16" o.c. ALONG EDGES EXISTING CONDITIONS SHOWN ARE REPRESENTED AS --1'� SUGGESTIVE AND INFORMATION AS THEY MAY NOT HAVE BEEN TOP OR BOTTOM PLATE TO STUD (END-NAILED) 1-16d r / PER STUD BUILT AND DETAILED PER THE ORIGINAL DOCUMENTS OR KNEE WALL 2x4/ BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST 2-16d 1&2 PER FOOT PER THE OWNER'S INFORMATION. 16" O.G. A-4 OR BLOCKING (FACE-NAILED) NAILING NOTES: / T.O.PLATE OIL FLOOR FRAMING Lu /j : 413'-2" JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER JOIST 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING Cf% NAILED 6" OC AT THE PANEL EDGE. IF WALL SHEATHING IS BRIDGING TO JOIST (TOE-NAILED) 2-Sd EACH END SIMPSON NAILED 3" OC AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR HDU8-SDS2.5 BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMLu BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK SUCHEERS AS SHEAR PLATES,SHALL BE SHALLOBE USED TO MA NTA NALTERNATETORSTHE zzl � SECOND FLOOR � LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST LOAD PATH. +V-0"1,0,FLOOS(A _ JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST U =� MV EL- 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED q G BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIST MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE Z VENTED SOFFIT "' A_4 HOLD DOWN DETAILS BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d PER FOOT PERMITTED TO BE REDUCED TO 1-16d PER FOOT 6P Ll -- f / \ N ROOF SHEATHING 3. CORROSION RESISTANT 1 1 GAGE ROOFING NAILS AND 16 GAGE Q / \ SEE FLOOR PLAINS FOR LOCATIONS OF HOLD DOWNS STAPLES ARE PERMITTED. CHECK IBC FOR ADDITIONAL STRUCTURAL PANELS (SEE SUCTION ZONE ISOMETRIC DETAIL) L1REQUIREMENTS. 4 FT PERIMETER ZONE PANEL EDGES 8d 5 6" o.c. TYPICAL WALL CONSTRUCTION TES >D Q CONNECTION NO 4 FT PERIMETER ZONE AT INTERMEDIATE SUPPORTS IN PANEL FIELD 8d 12" o.c. 4. RALL AFTEQRS,NJIO STSAANDBSTUDS N 16" OC SPACING FOR � LOW WALL \ / SEE TYPICAL NOTES INTERIOR ZONE PANEL EDGES 8d 5 6" O.C. O GUARD RAIL \ / INTERIOR ZONE INTERMEDIATE SUPPORTS 8d 12" o.c. 5. FOR ROOF SHEATHING WITHIN 4 FT OF THE PERIMETER EDGE (L CID T.O. WALL 34' \ / OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE 2 L1 Z L +0-6 b PITCH I/8„/ 1' _ OUTLOOK BLOCKS 8d 4” o.c. ROOF PEAK, THE 4 FT PERIMETER EDGE ZONE ATTACHMENT =_- 0 Q, \ / 11 : a0-b ALL 2b ) 1. ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE NOTED IS SIMPSON STRONG-TIE Z-MAX. CEILING SHEATHING REQUIREMENTS SHALL BE USED. Q _L-3 OW-POINV9 _0Ta SLAB 2 NO SUBSTITUTIONS ARE APPROVED OR AUTHORIZED. GYPSUM WALLBOARD 5D COOLERS 7" EDGE / 10" FIELD .___l 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 'Q Liz"x6" SLAB DEPRESSION I FINISHED GRADE 2. DUE TO THE NATURE OF FRAMING HARDWARE TO THE OTHER COMPONENTS OF THE STRUCTURE, SUBSTITUTIONS WALL SHEATHING 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE to DOOR THRESHOLD 4" P.C. SLAB I OF ANY FRAMING HARDWARE WILL RESULT IN THE INSTALLER/CONTRACTOR ASSURING RESPONSIBILITY FOR THE USED. SEE TYPICAL NOTES J PITCH AWAY FROM DESIGN AND PERFORMANCE OF THE ENTIRE SYSTEM. STRUCTURAL PANELS (SEE SUCTION ZONE ISOMETRIC DETAIL) 6Lu BUILDING 1/4" PER FOOT 4 FT PERIMETER ZONE PANEL EDGES 8d 6" o.c. w D 3. ALL SPECIFIED FASTENERS TO BE INSTALLED PER INSTRUCTIONS OF THE SIMPSON STRONG-11E WOOD CONSTRUCTION CATALOG. INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL OR FINISH MAY CAUSE THE 4 FT PERIMETER ZONE AT INTEFMEDIATE SUPPORTS IN PANEL FIELD Sd 12" o.c. 0 COLD GALVANIZE ALL O EL: I TIN B NISHED GRADE) TYPICAL FOUNDATION WALL AND STEEL BELOW FINISH FLOOR A-`1' CONNECTION TO FAIL 16D FASTENERS (8 GAUGE) ARE COMMON NAILS AND CANNOT BE REPLACED WITH 16D INTERIOR ZONE PANEL EDGES 8d 6 6" o.c. p FOOTING SEE NOTES SINKERS (9 GAUGE) UNLESS OTHERWISE NOTED. INTERIOR ZONE INTERMEDIATE SUPPORTS 8d 12' o.c. STRAPPING SCHEDULE B DRWG. BY: M.RI. SECTION 4. INSTALL ALL FASTENERS BEFORE LOADING THE CONNECTION. GYPSUM WALLBOARD 5D COOLERS 7" EDGE / 10" FIELD A SECT(OI� A FIBERBOARD PANELS 7/16' THICK 6d 3 3- EDGE / 6" FIELD CHK. BY: RS. SCALE: I/4" =1'-0" 5. JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT AND THE GAP BETWEEN THE JOIST END AND THE LOCATION STRAP TYPE HEADER SHALL NOT EXCEED 14 PER ASTM TEST STANDARDS. 25/32" THICK 8d 3 3" EDGE / 6" FIELD 6. FOR HOLD DOWNS, ANCHOR BOLTS NUTS SHOULD BE FINGER TIGHT PLUS 1 TO 1 TURN WITH WRENCH WITH PARTICAL BOARD PANELS 8d SEE MANUFACTURER RIDGE ASSEMBLY SEE DETAIL A SHEET A-4 THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT INDICATED Is AN INSTRUMENT SM T .INCE AND THE CONSIDERATION GIVEN TO FUTURE WOOD SHRINKAGE. CARE SHALL BE TAKEN TO NOT OVER TORQUE THE NUT. FLOOR SHEATHING SUBFLOOR ROOF ASSEMBLY TO WALL ASSEMBLY SEE DETAIL B SHEET A-4 PROPERTY OF BURTON,BEHRENDT, ITHFRINGEMENTOR / 12" FIELD ANY USE OF THIS DRAWING FOR ANY OTHER PROJECT IS STRUCTURAL PANELS UP TO 1" THICK 8d 6" EDGE WALL ASSEMBLY TO FOUNDATION SEE DETAIL D SHEET A-4 PROHIBITED.ANY ALTERATION OR REPRODUCTION OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN MORE THAN 1" THICK 10d 6" EDGE / 6- FIELD CONSENT OF THE ARCHITECT OR ENGINEER TYPICAL ROOF CONSTRUCTION SEE TYPICAL NOTES TOP PLATE L NGTH CONTINUOUS RIDGE VENT ROOF RAFTER TOP PLATE SPLICE REQUIERMENTS FOR TOP PLATE SPLICE REQUIERMENTS FOR WIND - EXPOSURES B&C- ONE STORY WIND - EXPOSURES B&C- ONE ALL C520 STRAPPING BY: NOTATION SLAB ON GRADE OTHER CASES "SIMPSON STRONG TIE" w/ l8) SIMPSON H2AGI6" O.G. q) NUMBER OF 8d NAILS AT BUILDING DIMENSION MINIMUM SPLICE BUILDING DIMENSION (FT.) MINIMUM SPLICE LENGTH (FT.) CI NAILS EACH END — LENGTH TYPICAL ROOF CONSTRUCTION EACH END OF STRAPPINGS 12-0" 3-0" 12-0 2'-0' DURTOn btflP 11DT�ZITO SEE TYPICAL NOTES A B) NUMBER OF SILL STUDS ON '-0 FLAT (DOES NOT APPLY TO 16'-0" 4'-O" 16'-0" 3'-0" nucHnxr-Tum o mainnRina / *qpDOORS) 20'-0" 5'-0" 20'-0" 4'-0" SURVZYIna Ix8 FASCIA C) NUMBER OF FULL HEIGHT KING 24'-0" 6'-0" 24'-O" 4'-0" 244 FAST MAIN ST. n SIMP50N H10 m EA. RAFTER m STUDS AT EACH SIDE OF \ D HEADER 28'-0" 7'-0" 28'_0" 5'-0" PATC��OGU�, N.Y. 11772 B E D) NUMBER OF 16d NAILS END 32'-0" 8'=0" 32' 0" 6'-0" (631) 475-0349 C 1. TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP-PLATE FAX 475-0361 ROOF RAFTERS l2) 2x6 TOP PLATE 1'_0" KING STUD THROUGH ADA ENT CONNECTIONS USING 2-16d NAILS PER FOOT, FOR SHORTER SPLICE LENGTHS, 36'-0" 91-0. 36'-0" 7'-0" THE NAIL SPACING SHALL BE REDUCED IN ORDER TO PROVIDE AN EQUIVALENT 40'-0" 11'-0" 40'-O" 8'-0" 1/2" EXTERIOR CDX HEADER NUMBER OF NAILS PLYWOOD SHEATHING F E) NUMBER OF JACK STUDS AT 50'-0" 13'-0" 50'-0" 1o'-O" STRUCTURAL RIDGE BEAM EACH SIDE OF HEADER 2. TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN EXPOSURE B 60'-0" 16'-0" 60'-0" 12'-0" 2x(o STUD WALL 616" O.G. F) NUMBER OF 16d NAILS END 70'-0" 19'-0" 70'-0" 14'-0" 3. TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL HEIGHTS FOR = `= NAILED THROUGH ADJACENT OTHER HEIGHTS, H THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED , JACK STUDS TO END OF SILL 80'-0" 22'-0" 80'-0" 16'-O" AT EACH SIDE. BY H/8 T J- 4. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL SCALE i"=1'-0" TOP PLATE SPLICE REQUIRMENTS _ i/2" EXTERIOR CDX PLYWOOD SHEATHING 2xb STUD WALL 616" O.G. ; FASTENING SCHEDULE AROUND EXTERIOR WINDOW C620 STRAPPING BY: "SIMPSON STRONG AND DOOR OPENINGS 2x6 WOOD FIRE TIE" OR APPROVED EQUAL W/ l8) Sd SEE PLAN l4) 10d NOTATION TYPE 1 SHEARWALLS SHALL BE SHEATHED WITH BLOCKING NAILS A B C DE F 1/2- PLYWOOD ON THE EXTERIOR ATTACHED SUE�FLOOR NAILS (2 EACH R.O. / y . PLATE) RIM BOARD WITH 8d COMMON NAILS AT 3" OC AT PANEL __.... .�.__.� .. ______._.._ 2 -0 2 (1) 2x4 1 1 1 SI 2� 4'-0" 4 (1) 2x4 2 2 2 2 EDGES 6" OC IN THE FIELD, AND 1/2" GYPSUM PROJECT X °° ° CS 2 IWRAPED AROUND SILL PLATE) 6 2 2x4 3 3 3 3 I WALLBOARD ON THE INTERIOR ATTACHED WITH THE SMITH RESIDENCE PROPOSED GARAGE WEB STIFFENER 1/2 EXTERIOR CD 6 -0 ( ) 5d COOLER NAILS AT 7 OC AT PANEL EDGES PLYWOOD ° ° 8'-0" 8 (2) 2x4 3 3 3 3 I II I AND 10" OC IN THE FIELD.BLOCK SOLID AT ALL DWG TITLE BUILDING SECTION SHEATHING ° TYPICAL SILL DETAIL 10'-0" 10 (2 2x6 4 4 4 4 PLYWOOD JOINTS. DETAILS d NOTES JOISTS ° ° ° (2)2"x6" ACQ SILL ON SILL SEAL, 12'_0'° 12 (2) 2x6 5 4 5 4 I i/8" TJ RIM BOARD _ ' TERMITE SHIELD: PROVIDE $/8" DIA. Lz 2x6 STUD WALL g16" O.C. ANCHOR BOLTS Q 3'-0" O.G. AND NO HOLD DOWN II I HOLD DOWN MORE THAN 12 FROM ANY CORNER OR SEE PLAN SEE PLAN DISCONTINUOUS EDGE. MINIMUM OF 7 SCALE: AS NOTED EMBEDMENT with 3" SQUARE WASHERS AND END NUT SETUP TYPE 1 SHEAR WALL DATE: NOVEMBER 25,2014 BID PN DATE: SCALE I"=I'_0" scALE I"=I'-�" EXTERIOR WALL OPENING NOTE: FILE NO: RS -14-001 SHEATHING AS PART OF SHEARWALL SEGMENT (SW), WHERE NOTED ON FLOOR PLAN, SHEAR WALLS REQUIREMENTS SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. 8d COMMON NAILS ® COC EDGE & 12" OC FIELDA-4 OF5 REV. DATE ITEM NO. 1 II-25-14 SUBMISSION TO TOU,N 2 M-03-15 SUBMISSION TO TOWN I Gaa*: WEB STIFFENER ATTACHMENT 1— Ya"minimum 1" 2Y4"maximum ALLOWABLE HOLES - TJI® Joists APPLY SUBFLOOR ADHESIVE TJI JOIST BLOCKING WITH END (1Y2"for TJID Nailing: TO ALL CONTACT SURFACES BLOCKS INSTALLED AT X JOIST 560,560D) See sizes below. Min.distance from Table A Min.distance from Table B SPAN LOCATIONS USING TWO 8d (%-) BOX NAILS OR 2X- Web stiffener both sides. DO NOT BLOCKING PANEL BY TJ BLOCKING PANEL BY TJ SCREWS, TYPICAL L cut or notch flange. A See sizes below. *With point load from above,and no support Hanger height must below,install web stiffener tight to top flange w® snFFENNER BY TJ ao � be a minimum of 60% Tight fit (gap at bottom flange) El EACH SIDE OF TJI. pd u ofjoistdepth * Nailing Requirements x4 MIN. BLOCKS BY Q g66" "� O O 6" 2 CONTRACTOR EACH SIDE Depth Minimum Web OF TJI TO SUPPORT TJI®Joist Series Number Nails y grouped 2 z z 6" 6" COLUMN LOADS. � (in.) Stiffener Size Type s" L 1 2 x D, D, Closet rou ed round L 2 x L D End Intermediate No Held cur minimum holes are permitted if minimum No rield cut Do not cut LENGTH= JOIST DEPTH +1ts• II 110 All Via°x 2�6"(') DO NOT (applies to all holes group p ger holes In the rou per meter holes in holes lar 2x4 MIN. BLOCKS BY Top mount 210 All %a'x 2%6"1'> 8d cut holes in cantilever hatched except knockouts) meets requirements for hatched than IV22-in CONTRACTOR EACH SIDE 7 ,� 5 (�) zones round or square holes. zones cantilever OF TJI TO SUPPORT II II hanger 230&360 All / x 2/6" (0.113"x 2Y2") 3 3 reinforcement. WEB STIFFENER BY TJ COLUMN LOADS. SECTION AA 16d Table A - End Support EACH SIDE OF TJI. LENGTH- JOIST DEPTH +As COLUMN LOADS Face mount 560 All 2x412' (0.135"x 3%") Minimum distance from edge of hole to inside face of nearest end support hanger 18" 4 4 ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE CANNOT BE SUPPORTED BY TJI JOIST Jolsr rJl® 20" al 16d 5 5 DEPTH 2" 3" 4" 5" 6Y" 7" 8%" 11" 13" 2" 3" 4" 5" 6Y2" T' 8%•' 11" 13" Web stiffeners required if sides of 560D 22"131 2x4 (0.135"x 3Y") 6 11 110 r-0" r-s" 7-0° 3'-0° 5-0° r-o" r-s" r-s° 3'6" a's" hanger do not laterally support at 24"13' 6 13 least Y6"of TJI®joist top flange yy„ 210 r-o" r-s" 2'-6° 3'-0" 5'-6" 1'.0" 2'-0" 2'-6" 4'-0" 5'-0" (1)I PS1 or PS2 sheathing,face grain vertical 230 r-6" 2'-0" 2'-6" 3'-6" 5-6" l'-O" 2'-0" 3'-0" 4'-6" 5'-0" (2)I Construction grade Or better iso 1'6" 2'-0" 3'-0" 4'-0" 6'-0" 1'-6" 2'-s" 3'-6" 5'-0" 5'-6" 1 TAI COLUMN 2 J BLOCKING DETAIL TA WEB STIFFENER DET (3)1 Web stiffeners are always required for 22"and 24"TJI®560D Joists 565 r-6" 2'-s" 3'-s° 5'-0° T-0' 7-0° 3'-0" a'-o° 5 6" s'-a' KEY PLAN 110 T_0« 1'-0" 1'-6" 2'-0" 2'-6" 3'-0" -6" 1'-0" V-6" 2'-0" 2'-6" 4'-6" 5'-0" 6'-0" NTS NTS NTS 210 V-0" V-6" 2'-0" 2'_0" 3'-0"07-6" 6'-0" 1'-0" V-s" 2'-6" T-O" 5'-0" 5'-6" 6'-6" NO SCALE 230 V-0" 1'-6" 2'-0" 2'-6" 3'-0" 6'-6" l'-0" 2'-0" 2'-6" 3'-6" 5'-6" 5.6" 7'-0" 360 1'-6" 2'-0" 3'-0" 3'-6" 4'-6" 7'-0" 1'-6" 2'-6" 3'-6" 4'-6" 6'-6" 6'-6" 7'-6" 560 1'-6" 7-6" 3'-0" 4'-0" 5'-6" 8'-0" 2'-6" 3'-6" 4'-6" 5'-6" 7'-0" 7'-6" 8'-0" NOTI/.� 110 V-0" V-0" 1'-0" 1'-0" V-6" 3'-0" 5'-s" 1'-0" 1'-0" V-6" 2'-0" 3'-6" 4'-0" 6'-0" 8'-0" '1VVGG 210 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 3'-6" 6'-0" 1'-0" 1'-0" 2'-0" 7-6" 4'-0" 4'-6" 6'-6" 8'-6" 14" 230 1'-0" 1'-0" 1'-0" V-6" 2'-6" 4'-0" T-0" 1'-0" V-0" 2'-0" 3'-0" 4'-0" 5'-0" T-0" 9'-0- 360 V-0" 1'-0" 1'-6" 2'-6" 3'-6" 4'-0" 5'-6" 8'-0" 1'-0" V-6" 7-6" 4'-0" 6'-0" 6'-6" 8'-0" 9'-6" THESE DRAWINGS ARE BASED ON CONSTRUCTION 560 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 6'-6" 9'-0" 1'-6" 3'-0" 4'-0" 5-0" DRAWINGS NOT PREPARED BY BURTON,BEHRENDT,SMITH,7'-0" 7'-6" 9'-0" 10'-0" PC.DATED AND,THEREFORE,MAY NOT REPRESENT When sheathing thickness exceeds ", 210 1'-0" V-0" 1'-0" V-0" 1'-0" V-6" 2'-6" 3'-6" 6'-0" 1'-0" V-0" 1'-0" 2'-0" 3'-0" 3'-6" 6'-6" B'-0" 11'-0" THE CONDITIONS AS CONSTRUCTED AT THE TIME. ALL trim sheathing tongue at rim board 16„ 230 V-O" V-0" V-0" 1'-0" 1'-6" 1'-6" X-O" 4'-0" 7'-0" 1'-0" 1'-0" 1'-0" 2'-0" 3'-6" 4'-0" 7'-0" 9'-0" 11'-0" EXISTING CONDITIONS SHOWN ARE REPRESENTED AS 360 1'-0" 1'-0" 1'-0" V-0" 2'-6" 2'-6" 4'-6" 6'-6" 9'-0" V-0" 1'-0" V-6" 3'-O" 5'-0" 5'-6" 9'-0" 10'-0" 11'-6" SUGGESTIVE INFORMATION AS THEY MAY NOT HAVE BEEN Plate nail-16d(0.135"x 3Y") 560 V-O" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-0" 7'-6" 10'-0" V-0" 2'-0" T-0" 4'-6" 6'-6" 7'-0" 10'-0" 11'-0" 12'-0" BUILT AND DETAILED PER THE ORIGINAL DOCUMENTS OR at 16"on-center* PER THE OWNER'S INFORMATION. Floor panel nail- 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" 8d(0.131"x 2Y2")at 6"on-center* 18„ 360 V-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-6" 10'0" 1'-0" 1'-6" 3'-0" 4'-s" 6'-0" 10'-0" 11'-0" 13'-6- 560 1'-0" 1'-0" V-O" 1'-0" 2'-0" 4'-6" 7'-0" 11'-0" 2'-0" 3'-6" 5'-0" 6'-6" 8'-0" 11,_0" 12'_0« 14'-6- Web 1'-0" V-O" V-0" 1'-0" 1'-0" 7-0" 4'-0" 7'-0" 10'-6" 1'-0" 1'-0" V-6" 3'-0" 4'-6" 8'-0" 11'-6" 14'-0" 16-6- eachStiffeners required 20 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" 9'4" 11'-6" 1'-0" V-6" 3'-6" 5'-0" 7'-0" 10'-6" 13'-0' each side III 1Ya"TJ®Rim Board or Table B - Intermediate or Cantilever Support 1Y4"TimberStrand® LSL. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support JOIST rJl® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 2" 3" 4" 5" 6Y" 7" 8%" 11" 13" 2" 3'• 4" 5" 6Ys" 7" 8%" 11" 13" Toe nail-10d(0.131"x 3") at 6"on-center* 110 2'-0" 2'-6" 3'-6" 4'-6" 7'-6" V-6" 2'-6" 3'-6" 5'-6" 6'-6" 9y„ 210 2,-0" 2'-6" 3'-6" 5'-0" 8'-0" 2'-0" 3'-0" 4'-0" 6'-6" 7'-6" 230 2'-6" 3'-0" 4'-0" 5'-6" 8'-6" 2'-0" 3'-6" 4'-6" 6'-6" 7'-6" J v J 3S0 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" S-O" 4'-6" 5'-6" 7'-6" 8-4- .DETAIL '-0"560 5'-0" 6'-0" 7'-6" 10'-0" 4'-0" 5'-6" 6-6" 8'-0" 9'-0" NTS 110 1'-0" 1'-0" 1'-6" 2'-6"1 4'-0" 4'-6"1 8'-6"1 1'-0"1 V-6" 2'-6" 4'-0"1 7'-0" 7'-0"1 9'-6" 1 Q 210 1'-0" 1'-0" 2'4" 3'-0"1 4'-6" 5'-0" 9'4" 1'-0" 2'-0" 3'-0" 4'-6" 8'-0" 8'-0" 10'-0" 11y" 230 1'-0" 2'-0" 2'-6" 3'4„ 5'-0" 5'-6" 10'_0" 1'-0" 2'-6" 3'-6" 5'-0" 8'-0" 9'.0" 10'_6" .Q 360 2'-0" T-O" 4'-0" 5'-6" 7'-0" 7'-6" 11'-0" 2'-0" 3'-6" 5'-0" 7'-0" 9'-6" 9'-6" 1 V-9- a�} 560 1'6" 3'-0" 4'-6" 5'6" 8'-0" 8'-6" 12'-0" 1JL1 UJ 3'-0" 4'6" 6'-0" 8'-0" 10'6" 11'-0" 17_01' \J L.-/ 110 1'-0" 1'4" 1'-0" V-O" 2'-0" 2'-6" 4'-6" 8'-6" V-0" 1'-0" 1'-0" 7-6" 5'-0" 6'-0" 9'-0" 12._0" 210 1'-0" 1'-0" 1'-0" V-O" 2'-6" 3'-0" 6-6" 9'-6" 1'-0" 1'-0" 2'-0" 3'-6" 6'-0" 7'-0" 10'-0" 13,-0" 14" 230 1'-0" 1'-0" 1'-0" 2'4" 3'-8" 4'-0" 6'-0" 10,-6" 1'-0" V-0" 74" 4'-0" 6-6" 7'-6" 11'-0• 13'-6" O 0 360 V-0" 1'-0" 2'-0" 3'-6" 5'-6" 6'-0" 8'-13" 12'-6" 1'-0" 2'-0" 4'-0" 5'-s" 9'-0" 10'-0" 12'-0" 14,_0" 560 1'-0" 1'-0" 1'6" 3'-6" 5'-6" 6-15" 9'-6" 13'_6" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6« 15-0" O 210 11-0" 1'-0" 1'-0" 1'-0" V-0" V-0" 3'-6" 6'-0" 10'-0" V-0" V-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" �- 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-C" 4'-0" 6-6" 11'-0" 1'-0" 1'-0" 1'-0" 21_6" 5'-0" 6'-0" 10,_6« 13'4" 16'-6„ O LU O Z 360 1'-0" V-0" 11-01, 1'-0" S-O- 4'4" 6-6" 10'-0" 13,-6" 1'-0" V-0" 2'-0" 4'-0" 7'-6" B._6„ 13,_0« 14,-6„ 17'-0« N 560 1'-0" 1'-0" 1'-0..1 1'-0" 7-6" 3'-6" 7'-0" 11'-0" 15'-0" 1'4" V-0" 3'-6" 6-6" 9'-0" 10'-0" 14'-6".16'-0- 18'-0" — 4" 5" 6•1 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" {- 18" 360 1'-0" 1141 1'-0" V-6• 3'_0« 6'-0" 9'-0" 15-0" V-0" 1'-6" 4'-0" 6-6" 9'-0" 14'_6" 16-6" 19'_6„ 560 V-0" 1'-0" V-0" V-0" 2'-0" 6'-0" 10'-0" 16-6" 1'-0" 3'-6" 6'-0" 8'-6" 11'-6" 16'-6" 18'-0" 20'-0" 20" 360 1'-0" 1'-0" V-0" V-0" V-0" 3'-0" 6'-0" 11'-0" 15-6" 1'-0" 1'-0" 1'-6" 4'-0" T-0" 12'_6" 16'6" 19'-0" 21_0" 560 V-O" 1'-0" V-0" 1'-0" V-O" 1'-6" 5'-6" 12'-0" 16'-0" 1'-0" 1'-0" 3'-0" 6-9' 8'-6" 14'-0" 17'-6, 19'-6« 20'-6" Rectangular holes based on measurement of longest side. W • Leave Ya"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. W • Tables are based on uniform load tables in current design literature. O C9 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located Ila_ M at the center of the joist span provided that no other holes occur in the joist. DRWG, BY: M.R I. CHK. BY: R.S. THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT INDICATED IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BURTON,BEHRENDT,SMITH.INFRINGEMENT OR ANY USE OF THIS DRAWING FOR ANY OTHER PROJECT IS PROHIBITED.ANY ALTERATION OR REPRODUCTION OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT OR ENGINEER bURTOn * 6fUNT*SMITH nRcnnx,crulat o encinnRina suRvrnnc 244 EAST MAIN ST. PATCHOGUE, N.Y. 11772 (631) 475-0349 FAX 4754MI t. PROJECT THE SMITH RESIDENCE PROPOSED GARAGE DWG TITLE BUILDING SECTION DETAILS 4 NOTES SCALE: AS NOTED j DATE: BID P/IJ DATE: FILE NO: A-5 OF 5 Al L CONSTRUCTION SHALL MEET THE REOUIREMEN s ; I HE CODES OF NEW YORK STATE. REV, DATE ITEM fSite- Analysis List Of Drawinas SITE AREA: 7,7711 - -�, w _.,.... BUILDING AREA: - — PLOT PLAN 1 TITLE SHEET & I GROUND FLOOR BUILDING AREA. 960 S.F. a ° ""'"� ATTIC A-2 FOUNDATION & 5 i C AREA: 707 S F. OCCUPANCY r .. ., FI � OR .3 . _ . , RST FLOOR & ATTI s N --�-�.� ., �U��NLAWF TOTAL BUILDING AREA: 1 667 S.F. I A-3 _ ELEVATIONS WITHOUT CERTI !"SAT DO NOT PROCEED WITH A-4 BUILDING SECTION NO!T CUPANCY FIRAVINGUNTIL SURVEY /� .0%&6 0 U 7% rm1t& 1r 1 MIA TA I F,Z L 40".�0�1I U40"Oli0U P THIL7 011 " °" TOTAL BUILDING FOOTPRING: 960 S.F. (Q;.FOUNDATION LOCATION I 3lZk ifIn 0. & DETAILS HAS PEEN AFP";.OVED. PERCENTAGE of LOT COVERAGE: R �E. PURSUANT STORM WATER RUNOFF APP � RSUANT TO CHAPTER 236 l ED AS NOTED C, V BUILDING FOOTPRINT!SITE AREA x100= /°of LOT COVERAGE OF THE TOWN CODE. DATE, ' � B.P.# - 960/60,054 x100 = 1.6% FEE: BY: 7 NOTIFY BUILDING DEPARTMENT AT ACCESSORY BUILDING STRUCTURES (280-15) - �ANC � 765-1802 8 AM TO 4 PM FOR THE KEPI' FL>4N • ON LOTS OF 60,000 S F AND OVER NO BUILDING SHALL j FOLLOWING INSPECTIONS: UNL:r I. FOUNDATION - TWO REQUIRED NO SCALE EXCEED 3%OF THE TOTAL SIZE OF THE PARCEL OUT r �-IG'A OR POURED CONCRETE 60,054 x 3%= 1,800 S.F. C L t T�F • MAXIMUM HEIGHT FOR SLOPED ROOF STRUCTURES=22' I p,n p 2.`ROUGH - FRAMING & PLUMBING • MINIMUM SET BACK FOR SIDE AND/OR REAR YARD 20' -�CCUf"/` t, 3. INSULATION ••W v ISL-4" RA/LRpAO 4. FINAL CO-CONS FORT ONO. MUST THESE DPA'MNC,S APE BASFD as crx�.t?'rcroN DIAAW J 13 HO'TFRE!'ARED Er BLPTC'J,B'HPENDT.StT�?H, FC.DAT[D AND,THEPErOrc,kVY N Dt RC°PF�rrlT ALL CONSTRUCTION TrE cor.>ror�sAsca,smucr-_DVTTusT,rE Al;- �r E tREivf' Fv5r,I,G c0?`JDIP�JSSh7'.'.'"JARERFPRE,e.t,T[DAS NEWSiJGGi S NE IrJF0R'e4u7prJ AS Tt'cV NLY t1O'HAVF 67M YORK STATE. NOT RESPONSIBLE FOR iPiXTANDDfTp'E°P nEo'7caru.ED�^u>. rsoP �ERTtFICJATION OFDEsI�N-s Erb �w��',�.L �' TABLE R301 .20) of the RES. CODE of N.Y.-,. Ir.iVC �JIVJ ��,�` ,t1, ;-r, -S OF REQUIRED. _,�, & TOWN CODES �I ! CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA A,S S + / (- `) GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHEILD AIR EXIST. SET BACK FLOOD .. 2 L J SNOW DESIGN Weathering Frost line DESIGN UNDERLAYMENT FREEZING p M_-_ ,,.e ' LOAD SPEED (MPH) CATEGORY Termite Decay HAZARDS �-- - �_i T0,1N FL;NNNG BOARD depth TEMP REQUIRED 120 MPH MODERATE SL GHT TO NASSAU 13 VALLEYS & FEMA IF `"4�I �� ! �` -- ��-:. TI,! I.TRUSl'E�S EXISTING SINGLE 20 13-SECOND GUST C SEVERE 36" TO HEAVY 510STORY FRAME 21 2 `- 1$ M;DEP.ATE SUFFOLK: 1 1 PERIMETERS REO. � id.Y.S,DEC, �_•,,, GARAGE � cv r U1 O NEW TWO STORY' ' I a" FRAME GARAGE GENERAL NOTES: t j 210 24.0 960 S.F. j a EXIST. SET BACK The Architect of record has not been retained for any field supervision c:- inspections. This building has been designed to conform to the �- ef'� 4.0 36"DIA TREE N.Y.S. Energy Conservation Code. All construction to conform to all state and local codes. These drawing, do not include components �'"" necessary for construction safety. Contractors are solely responsible foi such components. Builder to carry Worker's Comp. Insurance in ^ __e__ 24'R amounts required by law. Do not scale drawings, use figure dimension:: only. GENERAL CONSTRUCTION: 43 The premises to be kept reasonably clean at all times. At completion o` work contractor to remove all rubbish, clean all glass and leave rl• I, ' o work area broom clean. SITE WORK NOTES: U_ J- cri ILLI EXTEND EXISTIN\G Stake and layout all work shown on drawings and verify all given data pt�or to construction. Excavate and backfill for work shown on ter: EXISTING DRIVEWAY drawings. Protect all trees and shrubs within reasonable bounds of cor:aruction. "Q STONE DRIVEWAY 24.0 '' -20-�_ ` CONCRETE NOTES ; All concrete shall be produced in accordance with ACI 1 in e A C1157 is permitted. All concrete to be a minimum of 3500 sig and exposedptorrw•eat eery must air entrained Por+ NYth SRBC Table STMU P P � � per c � 4E_' R402.2. Soil bearing pressure is assumed to be 2000 lbs/sf typical tang ;land sand and gravel. Archite rt shall be immediat�'ly notified in O C9 a writing if conditions other than assumed exist. Footing sholl be 16" wide , y R" deep with 4" projection on each side of foundation wall, 0 -� o o unless shown otherwise on plan. Provide 2 x 4 keyway in footing. Anchor colts shall be 1/2" dia. C locations stated on plans. All above -_ _-_-- r -- grade exposed portions of foundation walls shall have cement finish. DftNG, BY: t wt __ _ __ _ _ FRAMING AND ROUGH CARPENTRY NOTES: CHK. BY: P5, EXISTING S5 •02�10"W 4Q,00 Joist, rafters and studs shall be Dug-Fir Larch no. 2 Min FB = 900 PSI and E = 1,600,000 PSI. All wood sills in contact with soil, . �• PATIO masonry or concrete to be pressure treated ACO, sheathing to be 1/2 Douglas Fir exterior rade plywood Cover exterior sheathing ExtSr�JG SINGLE � g Y THIS DRAJJtNG.F^[PA^CD fOR TI{E SPECtrIC PRQJECT STORY FRAME ; with 15 Ib. bldg paper, or as an alternate: Tyvek air filtration barrier prnperl taped and sealed. All nails, bolts and framing hangers to tNDCATED IS,AN rN;;TRt E GAPACE Y P g g .,MEN.OF SER•.10E A'J'7 P+.- _ be hot dipped galvanized. Block stud walls at 1 2 story heights and u u PP7=LrvoFnuzro, eE+�E,ET.s a'H rNrn,^[ME„T co unless otherwise noted. Bearings for joist and headers to be 3-1/2”.E457—��\— A ! corners to be minimum three studs. Headers trimmers n PPOHIR1<D Atr.ALTE�AT'c'JOR!4 r�,E,cror.1OFTi.,r gg �--' pp 9 / y g = pported edges of plywood. All cap plates to be doubled ANY USE OF THIS DRA'A7r:G FOR ANY OTHER P?' JFCT i$ INE OF FROPOSED-y`� =x. i joist under partitions to be doubled. and DOCLA'Er'TisAL'0PPOrE-Er)wmcfr7, Ejr .; CONSE'JT OF THF ARCH^E"T OR Et JG'"JFE't GARAGE4 0'EAST WINDOWS AND DOORS: All windows and french glass doors to be as manufactured by Marvin wit a unit U-Value of 0.30 or better with screens, sizes an types y as indicated on plan. All exterior doors to be as selected by owner. 'sizes and types as indicated on plan. All interior doors to be as selected by owner. All door jambs and bucks as selected by owner. ELECTRICAL NOTES: P,4f:TIAL f='R0i=05EC) SITE ELAN All work shall comply with the Residential Code of NYS and local utility company. Verify service prior toinstallation. Base bid on 200 -'' SCALE: 1" =20' AMP service. Provide ground fault interrupter outlets as per code. In.,toll interconnected smoke detectors as per N.Y.S. Building Code. A r„ ,� Electrical contractor to provide hookups for heating and air conditioning systems. Electrical contractor to coordinate with other traders. � I �0 O Li� ��.II T0S!M'f f.•['SCS',IT��Ttl�O t.'".'�[P'Z�^8 S'EQ E�(tST1NG , a^c-'ie'er e s �.. s u crifo.nra PA710 244 U1.7 V�. � U. ji VVM1 PtXF'0S' :, N.Y. 11772 DRAWII\,', G L475 L --J WALLS-NEW Ewsnn,c"Two — SECTION MASS •STOPY FRAME. HOUSE $ LINE VOLTAGE POST IN WALL S"IOKE DETECTOR r ❑: -__ = "'-❑ WINDOW IN WALL ce)HD i40LD DOWN - SEE DETAILS ON 6PEET A-4 O N ' O eN _=�-- ---•---- WOOD HEADER �D AqC�� o - - - - LINE OF OVERHANG 1v FRAMING DIRECTIONCD O NWHO Cow �a WNW am fl x s O r�V v C) MAIN ROAD (S.R. 25) SIZES ON EACH DOOR ' .j" y , Iw�ws prwq a7 0) 11 .mow. 11..v l a� ASPHALT ROOF SHINGLENnT -. PROJECTT�rz V-VT:1 RE51DENI,E FFO'OrED 1514PIAzE 3 1. ASPHALT ROOF SHINGLES SHALL HAVE SELF-SEALING STRIPS OR SHALL BE INTERLOCKING AND SHALL COMPLY W'9TH THE REOUIREMENTS OF ASTM D-225 OR D-346, INSTALLED IN ACCORDANCE WY1TH SECT R905.2 DI+„N,PIT LE SI-E 1p,AN P�O�OcJ" ED SITE PL>4N FL4,*kC DETAILS 2. ALL FASTENERS FOR ASPHALT ROOF SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, A 12 GAGE CL LIVINUM, OR COPPER ROOFING NAILS. FASTENERS SHALL BE MIN!YU 1 00 SCALE: 1” =4m' SHANKED Wr1TH A MINIMUM J" DIA HEAD AND OF SUFFICIENT LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS J" AND INTO THE SHEATHING. 0 CD ti 3. ASPHALT ROOF SHINGLES SHALL HAVE THE MINIMUM NUM'CER OF FASTENERS AS REQUIRED BY THE 1,114NUFACTURER. SCALE: AS NOTED 4. FOR NORMAL APPLICATIONS, ASPHALT ROOF SHINGLES SHALL BE SCREWED TO THE POOF WITH NO LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TW,'O FASTENERS PER Ln INDIVIDUAL SHINGLE. DATE: JIN?w ll, 7tH C6 &D PN DATE: LJ OLU 5. ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE WHERE THE E/VE. IS 20 FT OR HIGHER ABOVE GRADE OR VNERE THE BASE WND SPEED IS 120 MPH OR GREATER. FILE h0: v OF A- Ln r c ti. REV. DATE ITEM NO. 4 KEY PLAN T1-PE 2 SHEER WALL I NO SCALE le- lie- ------ — 2d-0 ---- -- B'- -_--.—,fir— b-5 8'•g " I i 5!MF'SON STRONG-TIE g.� _O� THESE DNOT PREPARE BASED TO c 8fJ R-UCT,SI" B.O.FTG.MIN 36" �/ --� --�- �- V DRAY, 1G5 NOT PREPARED B�'B'RTON BEuR'r,DT.SA'4'N, BELOW FINISHED ; I \ / / "MGU55C'-5DS" NIGH CAPACITY ---* — PC.DATED AND,THFREKORE,WY NOT REPRES=W GRADE I GIRDER HANGER I — — — — — — — I — — — — — — — — — — — I ThX1 COPI7RONSAS CLDI 0004 QE FEF T}i TN AS ALL -- — — — — — — — — — — — — — — — — — — .ill �' — I+ _ I+�_•—_ BUILTAST DEO^l�D PE THHE S THC ORIGINAL NOT R E KE ep S'iN G cCCM 424 ` 4 — CFSTNE •, q4 n e 3-.-..-.-.--1i--- _ ----- -- � - a PER TH: ON R S!'J FOR M TotJ. l3) 2X12 NDR [� i + i I - - ND's �l (3) 2X1. NDR - - - - - - -H- - - - - - - - - -�D I ND l2) 2XSHDR HD I I i POSTDOLlNT0 I 4 � � -� — — _ i I ! + + I I HEADER FROM LL I I i i i i i I i I RIDGE ir e4'HD (2)2Xirv^ I ' _T DI �e I V/24 STL. COLUMN a 24 x24 x12 I _ � � I POURED CONIC. I I � � � 2xl© FLOOR JOI T5 �' 16" O.G. r0I �' � ul ( I FOOTING 1 a 1 Q._ � .J (2) 2XIO- - - I { " I I '` 1 }- tL _ � I i I I I I 91Do 5� I 1 i 41,x411 WOOD COLUMN I U I SEE DETAIL DIA-4 F ANCHOR LT � � ! I' I I I oR BO I I E-"' ATTIC TYPE AND T.O. WALL STL. COLUM'�l PLACEMENT — — —x`-36"x36"x16" B. . FTG. MIN 3b" I POURED CONC. ( I BELOW FINISHED I I (� w Cl HD FOOTING I I G DE - z ( I _ A A '4 I I I 1 R O p i i , ;p DW/G. BY: M.R 1. UNEXCAVATED I ! 3 � -� 3 i I I CHK. BY: R.5. I I 2x10 FLOORI{J016TS 16" O.C. I1 2xIC FLOOR JOISTS 16" O.G. I T.C. SLAB X q_�, I 1 II THIS DRAIMNG PREPARED FOR THE SPECIFIC P!CIE C1 I I N Q 1 (L I 2x8 ROOF ETERS is 1h" O.G. 2x8 ROOF RAFTERS 16" INDICATED IS AN INSTRUNIEliT OF SERVICE A•tfi TIEO.C. i I PrlOr*ER? i REV, DATE ITEM NO, CUPOLA 4 WEATHERVANE AS MANUF. BY "CAMPBELLSvILLE IND." CUPOLA 4 WEATHERVANE AS MAN! F. BY "CAMPBELLSVILLE IND." g� CONTINUOUS RIDGE VENT : 421'-5" (EL: +3485') -- -- - -- -- -- - -- - -- - -- --- - -_ - - ---- -- - ----__ -_ _ - _ -_ � ___- (EL: +34.85') - - - - --- - - .. ------------ -- --- - - - - -- - - - - - ---- --- --- -- - - ------ - - -- - 12 " HEIGHT --- ------- - - _-- ----- .-_____-_-_____-_ - ---- ---_-__- _---- -__-_-___ -- ----_- ------ --- -- _ HErj i ---- - _ - ----- --------- - ------ __._- -_-__ ------- - - -- ' ---- --- --- ---—s- - 1x8 RAKE BOARD L: 6 -3 KEY PLAN TYPICAL. ROOF CONSTRUCTION - - ------------ ------ - - - TY ICA __ - -_- -. _-- SEE TYPICAL NOITE--5 NO SCALE SEE TYPICAL NOTES �O� CONST CTION a En- -rw 74 TD. PLATE D. PLATE EL: ♦1 -- --- -- --- ---- 411'-0` D 8 8 I I - - ICU 81 GlD 2 18 THESE DRAWNGS APE BASED ON corJ7,RucTr<_xJ btl I'. j i DRAY,^.'!GS NOT PREPARED Bv BURTON,gEH3Et1DT,SvY'.N, R(A j j i i - {� ( PC.DATED AND,THEREPORF,MAY NOT REP91,17NT �� + -MG !j" 12' I THE CONDrIOrIS AS COtJS?21C fFD AT THE T:P,"E. ALL I; I'� I 1 ♦ 1 ! � ( I 7k -7k E)(1Sr1NG CCCDMCO IS SHO 1,1 APE RFPcESFNTFD AS F T'ON AS THEY MAV J T SiJG rF..�,. P O HAVE BEEN 1X8 FASCIA j GUILT A'!D DETAILED PER THE OPIG!NE D AOCUN CMTS OR y " 4• kg N 1 j i i j i I PER THE OW^JERS P. C'"v1A OrJ Ix4 CORNER BOARD (TYP) Ix4 CORNER BOARD (TYP) —� i ✓ 1 'i BOARD AND BATTEN SIDING (TYP) //.' \' "' ' r ° ;9% ��` �`, \�• BOARD AND BAT?EN SIDING (TYP) CV-12424 j CCM2424 A V ; � I AR 41t tL L: E-C,',, � T' (EL: +13.4') i CLOPAY CG21/CD21 5024 8'xl' CLOPAY CG21/CD21 5024 8'xl' i (EL: +13.4') i t 10 I uF ` _ D GFZA - -- -- -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - -- - - LINE OF FOOTING .,. LINE OF FOOTING LLJ }- � ELEVATION 50UT� ELE�/41 ION } ojWL5T O SCALE: 1/4" 111 � U U-1 O �? ry c=i MDR`/'/G. BY: BY CAMPBELLSVILLE (ND., CUPOLA WE NERYANE MANUS. CUPOLA Jt WEATHERVANE AS MANUF. BY "CAMPi✓ELLSvILLE IND." CHK. BY: R 5, CONTINUOUS RIDGE VENT = THIS DRAWFJG,PREPA?ED FOR THE SPLCJFIC D�HE M:C�,C;.ATED IS A^J MJ"PiA�AENT OF Sttr!(C'E AND THE ! C "11PERTY OF BI.PJTON,BEu?ENDT,SM!f4 INFf7^1GEME`(T OR <.^N IE;E OF TH;DPA`1a *FOR ANY OTHEP PROJECT IS �— _ - _----_ ----- - ----- - — ---_--:-- - - - --_-:-- ----- Q p +OH BATED.ANYALTUZR'TK�N GN REPRODUCTION OF THIS P (EL: +3485') - - -- -__- _==_ - _-- -- __-_- (EL: +3485) DOCLUE JT ru ALSO PrOHVrUD WTrHa1JTTHE 1Am177N --------- --- — - - -- - ---- - - -- - -- ------- --- - -- ---— -- ---- -- ------- --- --- CONENT OF THE A?CHIrECT OR ENGINEER HEIGHT - - - - - - --- - -- -- - - - - -- -_- - _ - _ -- - - - ---- - -- - - _- q E 1 -- --- -- - --- - -- - - - - - QD ( L: +29.65)lEL 29b ) x8 RAKE BOARD TYPICAL ROOF CONSTRUCTION _ TYPICAL ROOF CONSTRUCTION SEE TYPICAL NOTES _ ._ .EETYPICAL NOTES _ � I ' I li' Y '' f� 91T�CTlt�""..'OC�1c31ET��s6t3� , T - - - - - - -- - - --- -- - - -- --- - - _- - - - T.O PL - - - - ii CUDP281E;' ' 1N.Y. 11772 (ATTIC ` ! 1 i i '' ! I ' FLOO _RIATTIC) t �,�7ii"ti,Jau � 9 FAX 47&0361 Ix8 FASCIA a r•.J Ix4 CORNER BOARD (TYP) \, 1x4 CORNER BOARD (TYP) j - M cp BOARD AND BATTEN SIDING (TYP) ;; \ ! BOARD AND BATTEN SIDING (TYP) D C � i CCM2424 i i \ 46 tE co o ©- �cr, EL: 0'-0 / r '1F1L'• ` ^' (EL: +13.49 I (EL- +13.49 OF Nom/ 1 uEQ�gap `� - -O 0'-2 (DEL AB) - -- - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - L: -©- r L aAB) L - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -I I- - - - - - EAST ELE�/,4TION LwE OF FOOTING NO�TN ELEV4TION - - - -- -- ILI - - LME OF FOOTING 13 V), SCALE: I/4" =I'-0" SCALE: I/4" =1'-©" PROJECT THE SMITH nSIDENSE 3 FRCFOSED GARAGE ME Z3 - DU/G TITLE ELEVATIONS a 2 0 ti v 0 SCALE; 1/4" = 1'-,a" o DATE: JLpdE 11,2cc8 �u BID P/U DATE; L9 FILE NO: Fti�i. -M-003 cu -- OF c t C ro REV, DATE ITEP�l NAILING SCHEDULE A NOTE: ALL ROOF AND WALL CLADDING SHALL COMPLY WITH THE NO, MANUFACTURER'S RECOMMENDATIONS FOR 110 MPH FASTEST MILE NUMBER OF WIND SPEED OR 120 3-SECOND GUST WIND SPEED. JOIST DESCRIPTION COMMON NAILS NAIL SPACING ROOF FRAMING RAFTER TO TOP PLATE (TOE-NAILED) 3-£�i PER RAFTER NOTE: BUILD! N G WAS DESIGNED 2-16d COMMON NAILS C 6" o.c. SiMPSON PHD5-SD53 CEILING JOiST TO TOP PLATE (TOE-NAILED) 3-8d PER JOIST FOR FULL LENGTH OF STUD CEiLi*IG JOISTS TO PARALLEL PAFTEP (FACE-NAILED) 13-16d (for 3 pith) EACH LAP USING ASCE- 7 CENLIIG JOISTS TO PARALLEL RAFTER (FACE-NAILED) 10-i6d (for 4 p;~ch) EACH LAP 7/8- DIA THREADED ROD EMEIEDDED / COUNG JOISTS TO PARALLEL RAFTER (FACE-NAMED) 8-16d (for 5 p;Ich) EACH LAP _< 12 1/2" INTO CO'ICRETE FILLED CMU CEILING JOISTS TO PARALLEL RAFTER, (FACE-NAILED) 17-16d (for 6 pitch) EACH LAP (OR POURED CONC) WITH SIMPSON II CEILING JOISTS TO PAF'AiLEL RAFTER (FACE-!NAILED) 17-161 (tor 9 or Grea!er) EACH LAP CUPOLA 4 IVE:ATWERVAN'= AS MANUF. u ET (HIGH STRENGTH EPDXY BY "CAMPE'ELLSVILLE IND." ADHESIVE) FOR TEMPS 0 F TO 40 F CE!U% JOISTS LAPS OVrR PARTITION (FACED-NAMED) 13-16d (for 3 pitch) EACH LAP USE SiMPSON AT (HIGH STRENGTH CEILING JOISTS LAPS OVER PARTINO'N (FACED-NAILED) 10-16d (for 4 pitch) EACH LAP ACRYLIC ADHESIVE) CEILING JOISTS LAPS OV,''r.R PA"TiTION (FACED-NAMED) 8-10 (for 5 pit-h) EACH LAP C, LE '.l')F GONSTRU:TIO!J: CEILING JOISTS LAPS OVER PARTITION (FACED-NAILED) 6-16d (for 7 VO-11) EACH LAP ` .4-4 FIRST FLOOR ( ( � ) - CEiL(tNG JOISTS LAPS OVER, PARTITION FA�EQ-F1A!LED) 4-16d for 9 a +Pr EACH LAP ' • LA YR ARCHITECTURAL with I „HIND W (I) �{,,T iD c ICOLLAR TE TO RAFTER (FACE-NAILED) 5-fld (for 3 pitch) PER TIE ' Q, LAYER (5'FELT FIFER with LGE AND WATER �_ ' I' SHIELD (EL: +34b5') � 't�h) PER TIE • I/2" GDX E�OSJPPE "I PLYWOOD SHEATHNS COLLAR TIE 70 RAFTER (FACE-HAILED) 4-8d (for 4 a r p 4. • STRZIGTURAL RIDGE RIDGE BEAM(2) 13%" x �„_ COLLAR TIE TO RAFTER (FACE-NA!LED) 3-Ed (for 5 patch) PER TIE \C 4'� IP/am LVL COLLAR TIE TO RAFTER (FACE-NAILED) 3-t6d (for 6 or 9,eater) PER TiE ® INTERIOR ZONE • 2X3 ROOF PARS 0 ib"oL.(SEE PLAN) i TY'IGaLg00= COt�(S �ICT100�1 SIMPSON PHD5-SD53 2-16d COMMON NAILS � 6" ox. ® PERIMETER ZONE KEY FLAN i BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END 12 ST�ICTURAL SEE TYPICAL NOTES +1� FOR FULL LENGTH OF STUD NO SCALE i - * RIM BOARD TO RAFTER (EN J-NAILEO) 2-16d EACH END (EDGOAPLE WALE DG-E BEAM • �____ I WALL FRAMING ALtIM(MJM GUTTERS AND ALUM LEADERS OK (EL. 2965') --.~-. ! P""' '�€_"°"` WOOD FASCIA I ` TOP FLATS TO TOP PLATE (FACE-NAILED) 2-16d t PER FOOT • 80A AND BATTEN 51D1 ON 'T1 VEK" 1 TOP PLATE AT INTERSECTIONS FA„ JOISTS-EACH 5: j n -' . : ( ^E-NAILEO) ,—,6e SUCTION ISOMETRIC PLAN TI4F IF DRA VR..tr'5 ARf,�, FD 011 C(�r.�,71LIC riorl BUILCN9 UPAP ON 12"COX PLYWOOD --- �`--- i BLOCKING � ENDWALL DRAWNGS NOT PPM%PED of 80TO'l,SIH?Fr1DT,SNI-N.. SHEATH KG ON 2X6 STUDS �+ {6 OC. ; STUD ?0 STUD (FACE-NAILED) 2-t6d 24• o.c. , " n " I it I KNEE WALL 2x4 � i PC.DATED At;D,THEE"Oi:E.WY tvi'T^[fi^ESF`Ji I'; j'� '!'; i o 16 O.C. HEADER TO HEADEP, (FACE-NAILED) n�r TtiE Cotaomo a A.s cO^asr.Lx TED Ar Tr l rM_.A!L - i A Tse 16' oc AL I, ECrES -4 � -® TOP OR BOTTOM PLATE TO STUD (END-NAILED) i-16d SBuJ�,.GT AEr.JDN DCrCTuAa)o>mPEP. �s"1i"N,rF"AS c 5MTt!+cor.v Rn:Nnt�•T 3/4" T G PLYWOOD Y _ PER STJD TRITiN: BOTTOM PAE TO FOR JOIST, T'NOJOIST, EtDOT P,2 HeF SUB-FLOOR 2x1© FLOOR 2-ted PER FOOT u/6 ( - N )• 4" F.G.SLAB 1M oFFr Na NAILING NOTES_ d ` FLOOR FRAMING MiL. POLYETHYLENE VAPOR 641lER J015T5 16" oz. .► • 3/4" T45 PLYXCD SUB-FLOOR 2x10 (ATTIC) 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING FLOCK JOISTS ® Ib"oz.FIFc BLOCKING AS EL= +�I-p - � JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NANLED) 4-Ed PER JOiST NAILED 6" OC AT THE PANEL EDGE. IF WALL SHEATHING IS FER NYS LADE = j " 8D0GING TO JOIST OE-NA!LED) 2-8d EACH END ( a ti �. C SiMPSON PHD5-SD53 � NAILED 3" OC AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR VENTED SOFFIT ,�. ;,o BLOCK!"10 TO JOIST (TOE-NAILED) 2-8d EACH END CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL 4'4 MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, F "�' ATIM1 CG4;ST'~IJt;TIO^I� L d i BLOCK'"IG TO SILL OR TOP PLATE (TGE-MAILED) 3-16d EACH 6!.00K • FOVIDE TERMITE SHISHIELD AND SILL SEALER j �- - SECOND FLOOR SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LEDGER ST':P TO BEAM (FACE-NAILED) 3-16d EACH JOIST LOAD PATH. • • PROVIDE 5J3" DIA ANCHOR BOLTS 3'-0" - TYPiGA)._W-'LL COOIST(?UGT10iJ JOIST ON LEDGER TO BEAU (TOE-NAILED) 3-8d PER JOIST I SEE TYPICAL NOTES 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED O.C.AND NO t'iO;.E tNAN i?"FROM ANY BAND JOIST TO JOIST (END-NAMED) 3-16d PER JOrST MEMBERS THE TABULATED NUMBER OF NAILS SHALL BE LIJ "1 dl> CO gdER01?Ci ..CNTitFJr05 EDGE. Iln " I ' --_ --- HOLD DO DETAILS PERMITTED TO BE REDUCED TO 1-16d PER FOOT �llk T`-" f- W MN`11111I 't OF 1"M'E D1c 1T with 3" SCL14RE z x$ SLAB DEPRESSION I BA,1D J015T TO SILL OR TOP PJTE (TOE-NAILED) 2-16d PER FOOTDODR THRESHOLD IW4SH'_R5 AND END K'JT SETUP ! 1 _ -- - SEE FLOOR PLANS FOR LOCATIONS OF HOLD D01'rTJSROOF SHEATHING 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE - ><-i " r " " SSSS___- P)TGH_l/S LSI__-_ -_. - - STEUCTURAL PAN-LS (SEE SUCTION ZONE ISO.fETFIC DETAIL) STAPLES ARE PERMITTED. CHECK IBC FOR ADDITIONAL }— - - - • " — — -- - -- A- 1A� 4 FT PERIMETER ZONE PANEL EDGES Ed 5 6' O.C. REQUIREMENTS. 8 TH'SK POURED CON.R_T£F�IDATiON - - _--- - " _ FOCTI' x120 x it F. RS C. gTNTIt`1LI5 C � 8 L: '-6" �" ('�'� 4 FT PEP AETER ZONE AT INTERMI"DIATE SUPPORTS IN PANEL FIELD ad 12' o.c. 4. ALL OUANTiTiES ARE BASED ON 16" OC SPACING FOR FOOTI1dCs W1(2)'5 BARS CGNTINJOUS ON G,.-p' J CJ oiv i, E V`110 N O T E S (EL: +13.4 ) RAFTERS, JOISTS A,ND STUDS 0 lI'iDiSTU�+�D SOIL. L � LFINI5WEp � - ItI�P„OR ZONE PANEL EDGES 8d 5 6' o.c. 4” P.G. .��5 PITCH 4',1AY FR,0M rO LrrrEP!�P ZONE mTERi�`Q+�TE SUPPORTS 8d t2' o.c. 5. FOR ROOF SHEATHING WITHIN 4 FT OF THE PERIMETER EDGE SEE TYPICAL NOTES � BUILDING 1/4" PER FOOT �._ (AVG. GRADE EL: +13.2') OUTLOOK BLOCF'S 8d 4' O.C. OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE (5 1j,1 1_l1 ROOF PEAK, THE 4 FT PERIMETER EDGE ZONE ATTACHMENT TYPICAL FOUNDATION WALL AND " — L7 1. ALL FRAMING HARDWARE SHOVN ON THESE PLANS, UNLESS OTHERWISE NOTED IS siv,)SON ST,,,, ^-TIE Z-MAX. CEILING SHEATHING REQUIREMENTS SHALL BE USED.FOOT 1111 FOOTING SEE NOTES NO SUBSTITUT;ONS ARE APPROVED OR AUTHORIZED. GYFSUAI a'al_LE BARD 5D COOLERS 7- EDGE / 10' FIELD L: I >✓` I5H_D GRADE) A-4 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS THE Q 2. DUE TO THE NATURE OF FRAIX'IG HARDWAPF TO THE OTHER COMPONENTS OF THE STRUCTURE, sUBSTTTUTTOF1s WALL SHEATHING 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE OF ANY FRAMING HARDWARE WILL RESULT iN THE INSTALLER/CONTRACTOR ASSUPING RESPONsICILITY FOR THE C S,, USED. SECTlO�I A DESIGN AND PERFORMANCE OF THE ENTIRE SYSTEM. STRu�Tur,AL PANELS (SEE SUCTOI ZOr,� I�c�.+ETRr DETA�) I�t ,�� 4 Ff FEr^�naETER ZONE PA!:El EOC;ES 8d 6 6' O.C. � w SCALE: 1/4" a 1'-(d" 3. ALL SPECIFIED FASTENERS TO BE INSTALLED PER INSTRUCTIONS OF THE SIMPSON STRONG-TIE WDOD CONSTRUCTION CATALOG. INCORRECT FASTQUANTITY, SiZE, TYPE, MATERIAL OR FlN'SH MAY CAUSE THE 4 FT PEP+METER ZONE AT INTRF1dEQiATE SUPPORTS II PANEL FIELD Ed 12' o.c. O CONNECT10N TO FAIL. 16D FAST'E'NERS 8 GAIJ,,E ARE COMMON NAILS AND CANNOT BE REPLACED WITH 16D Ir�rER!DR zGNE PANEL EDGES CD ( ) 8d 6 6' ox. r [_i SINKERS (9 GAUGE) UNLESS OTHERWISE NIr,;LD, INTERIOR ZONE I TERVrDIATE SUPPORTS Q fld 12• °1 STRAPPING SCHEDULE B 4. INSTALL ALL FASTENERS BEFORE LOADING THE CONNECTION. GYPSUM ikALLROAPp °D COOLERS 7' EDGE / 10' FIELD DF7,VG. BY: 5, JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT AND THE GAP BETWEEN THE JOIST END AND THE FICERFOARD PANELS 7/16" THICK 6d 3 3- EDGE / 6- FIELD CHK, BY: P_5, HEADER SHALL NOT EXCEED 14 PER ASTM( TEST STANDARDS. 25/32- THICK 8d3 3- EDGE / 6' FIELD LOCATION STRAP TYPE 6. FOR HOLD DOWNS, ANCHOR BOLTS NUT'S SHOULD BE FINGER TiGHT PLUS t TO 1 TURN WITH k^ENCH WITH PARDCAL BOARD PANELS SEE MANUFACTURER FRIDGE ASSEMBLY SEE DETAIL A SHEET A-4 TN.sDr?,WIa,PPPAPMFOITHFs'rr�rC ,�.JFCT CONSIDERATION GIVEN TO FUTURE WOOD SHR!NKAGE. CAPE SHALL BE TAKEN TO NOT OVER TORQUE THE NUT. IMICAT D 15,414'1I P M'.TNT OF SEWN CF AND NE FLOOR SHEATHING (SUBFLOOR) ROOF ASSEVOLY TO WALL ASSEMBLY SEE DETAIL B SHEET A--4 PaoPEMYOF 86worl,e. 1i� oT,sf�"* rj'Fl"? lCF"""J'OR STRUCTURAL PANELS UP TO 1" THICK 8d s" EDGE / 12" FiELD WALL ASSEMBLY TO FOUNDATION SEE DETAIL D SHEET A-4 PnRT'M ANY ALTE'ATY,onrEFacrOFTHIS MOPE TRAM 1' THICK 10d 6' EDGE / 6' FIELD DOCLu.lrt,'T IS,ALSO P'CDrZII D wrFr.:)ur r-!r r. n Tri Cril, rT OF T:,r A7CH1'ECT OP —TYPICAL ROOF CON5TRUCTICN SEE TYPICAL NOTES TOP PLATT_ CONTINUOUS RIDGE VENT SPLICE LEN0H-1 ROOF RAFTER _ — TOP PLATE SPLICE FEOVEP, ENTS FOR TOP PLATE SPLICE REQUIERMENTS FOR G520 STRAPPING BY: `� NOTATION 0-IND - EXPOSURES P,.C- ONE STORY WIND - EXPOSURES BE:C- ONE ALL 1 . "SIMPSON STRONG TIE" w! (8) �``� -- SIMPSON N2e16" SLA° ON CPAOE OTHER CASES O.C. d NAILS EACH END A) NUMBER OF 8d NAILS AT OUILDING DIMEN !Or1 MlrnlJuM SPUCE BUILDING DIMENSION (FT,) MINIMUM SPLICE LENGTH (FT.) TYPICAL RQQF r,�C N5TF.1rN ) / EACH END OF STRAPPINGS LENGTH SEE TYPICAL NOTES i 1 B) NUMBER OF SILL STUDS ON 12'-0" 3'-0" 12'-0' 2'-0" � Oii O �: :LiI i O 1 A 9 1 �� FLAT (GOES NOT APPLY TO 16'-0" 4'-0" 16'-0" 3'-0" CIP ra " DOORS) 20'-0" 5'-0" 20'-0" 4'-0" SU117N"'.".Y IIIC3 _ 1x8 FASCIA / , ,_,` C NUMBER OF FULL HEIGHT KING I ► SIMP50N HTC E.A. RAFTER m ( ) a ) ..- �""" # "��:.4 11 STUDS AT EACH SIDE OF 24'-0" 6'-0" 24'-0 4'-0" ` 9 Ik g \ D '-0"HEADER 28'-0" 7'-0" 28'-0" rATCHO Ur E �. �� NUMBER OF 16d NAILS END f. ROOF RAFTERS ;i l E' —C D> 32'-0" a'—o" 32'-0" NAILED THROUGH ADJACENT 1. TABULATED SPLICE LENGTHS ASSUME TOP FLATS-TO-TOP-PLATE (2) 2xC� TOP PLATE 11_O" I j \~�� !;I CONNECTIONS USING 2-16d NAILS PER FOOT, FOR SHORTER SPLICE LENGTHS, KING STUD TO END OF 36'-0" 9'-0" 36'-0" 7'-0" FAX 47Z�tea, �I THE NAIL SPACING SHALL BE REDUCED IN ORDER TO PPOYDE AN EQUIVALENT 1/2" EXTERIOR GDX l I!',j HEADER NUMBER OF NAILS 40'-0" 11 0* 40'-0" PLYWOOD SHEATHING I �� E NUMBER OF JACK STUDS AT0'- -- STRUCTURAL RIDGE BEAM � I'i°I F ) 2. TABULATED SPLICE LENGTHS ASSUME A B ILDING LOCATED iN EXPOSURE B 50" 13'-0" 50'-0" 10'-0" O, \ F \ _ EACH SIDE OF HEADER L °- 2x6 STUD WALL X16" O.G. \, \', ��i;I 60'-0" 16'-0" 60'-0" 12'-0" F) NUMBER OF 16d NAILS END NAILED THROUGH ADJACENT 3. TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL HEIGHTS FOP 70'-0" 19'-0" 70'-0" 14'-0" �� OTHER HEIGHTS, H THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED 80'-0" 22'-0" 80'-0" JACK STUDS TO END OF SILL D T,41 L 11 p E T,4 I L AT EACH SIDE. BY H/8 V,NC:D AR �y c ,L� Pal'-O" 4. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL � Cn F- 1 SCALE I •1 -m SCALE a I'-m cn TOP PLATE SPLICE REQUIRMENTS ": a 112 EXTERIOR CDX PLYWOOD SHEATHING -�--- Cr JC O 2x6 STUD WALL 616" O.C. FASTENING SCHEDULE AROUND EXTERIOR WINDOW i� T OF rN �ti ELOCKINCs BETWEEN JOISTS C520 STRAPPiNG BY: SIMFSGN $TRONAr AND DOOR OPENINGS TiE" OR APPROVED EQUAL w/ (8)8d 2x6 WOOD FIRE (4) I©d SEE PLAN SEE PLAN ? 5U3FLOOR BLOCKING NAILS NOTATION TYPE 1 SHEARWALLS SHALL BE SHEATHED WITH �� TYPE 2 SHEARNlALLS SHALL BE NAILS (2 �' EACH A R O B C D E F 1/2" PLYWOOD ON THE EXTERIOR ATTACHED �' SHEATHED WITH 1/2- PLYWOOD ON PLATE) RIM BOARD / _ S I 2'-0" 2 (1) 2x4 1 1 1 1 --- - - WITH 8d COMMON NAILS AT 6" OC AT PANEL THE BOTH SIDES. ATTACHED WITH 8d ( 4 1) 2x4 2 2 2 2 r ` EDGES 12" OC IN THE FIELD, AND 1/2" I1 COMMON NAILS AT 4" OC AT PANEL 20 4$-0" /- GYPSUM WALLBOARD ON THE INTERIOR / � EDGES AND 6' OC IN THE FIELD. PROJECT TI,'E°""ITH F251DENCE 1/2" EXTERIOR GDX " tv16" (W!RAPED AROUND SILL PLATE) 6'_0" 6 (2) 2x4 3 3 3 3 � I PLYWOOD " ATTACHED WITH 5d COOLER NAILS AT 7" OC i r BLOCK SOLID AT ALL JOINTS IN PROPOSED GAR,*E SHEATHING c " , ., ) PLYWOOD. Dw^TITLE • c� TYPICAL SILL DETAIL 8 -0 8 (2 2x4 3 3 3 3 ( � „ I' AT PANEL EDGES AND 10" OC IN THE �; � B1 LDN.�.:_CTIO*I JOISTS i " (2)2"x6" ACQ SILL ON SILL SEAL, 10,-0 10 2 2x6 4 4 4 4 I; DETAILS 4 NOTES " 12'-0" 12 (2) 2x6 5 4 5 4 FIELD.BLOCK SOLID AT ALL PLYWOOD JOINTS. LET-IN LEDGER TERMITE SHIELD: PROVIDE 5/8" DIA. i ANCHOR BOLTS 6 3'-C" O.G. AND NO xi 2x6 STUD WALL MI6 OG. THAN 12" FROM ANY CORNER OR HOLD DOWN HOLD DOWN �1 i ) HOLD DOWN SEE PLANSEE PLAN - DISCONTINUOUS EDGE. MINIMUM OF 1" _ ,; _ --- ° ��- 1 SEE PLAN EMBEDMENT with 3" SQUARE WASHERS -' - I -- - - - i SCALE: 45 NOTED AND END NUT SETUP D�T,4I�. D pET,4IL TYPE 1 SHEAR WALL TYPE 2 SHEAR WALL DATE: JUNE 11,2C'E3 uj C SCALE I"=1'-©" SCALE I"=I'-fIJ" EXTERIOR WALL OPENING NOTE: BID P/UDATE: 0 SHEATHING AS PART OF SHEAR(";ALL SEGMENT (SW), WHERE NOTED ON FLOOR PLAN, FiLE NO: R� -Cp-fd�3 REQUIREMENTS SHEAR WALLS SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. 8d COMMON NAILS ® COC EDGE & 12" OC FiELD spy OF 6. J , G t^, 11.