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HomeMy WebLinkAbout42333-Z cp ; Town of Southold 2/14/2018 P.O.Box 1179 53095 Main Rd 2�1 �at0 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39507 Date: 2/14/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3225 Youngs Ave., Southold SCTM#: 473889 Sec/Block/Lot: 55.-5-3.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/29/2018 pursuant to which Building Permit No. 42333 dated 1/29/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: SCREENED PORCH ADDITION REPLACED IN-KIND AND SIDE DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED The certificate is issued to Amara,Cheryle of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42333 02-01-2018 PLUMBERS CERTIFICATION DATED t it ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 42333 Date: 1/29/2018 Permission is hereby granted to: Amara, Cheryle Youngs Ave PO BOX 145 Southold, NY 11971 To: FINAL 8/2/13 C/O PAID CONSTRUCTION OF A DECK ADDITION & A RESTORATION OF A FRONT PORCH IN PLACE IN KIND (FOUNDATION TO REMAIN) Replaces BP# 35949 At premises located at: 3225 Youngs Ave., Southold SCTM # 473889 Sec/Block/Lot# 55.-5-3.1 Pursuant to application dated 1/29/2018 and approved by the Building Inspector. To expire on 7/31/2019. Fees: PERMIT RENEWAL $152.00 Total: $152.00 Tzn<)-- Building Inspector 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. 35949 Z Date OCTOBER 15, 2010 Permission is hereby granted to: CHERYLE L AMARA PO BOX 145 SOUTHOLD,NY 11971 for CONSTRUCTION OF A DECK ADDITION & A RESTORATION OF A FRONT PORCH IN PLACE IN KIND (FOUNDATION TO REMAIN) at premises located at 3225 YOUNGS AVE SOUTHOLD County Tax Map No. 473889 Section 055 Block 0005 Lot No. 003 pursuant to application dated OCTOBER 5, 2010 and approved by the Building Inspector to expire on APRIL 15, 2012 . Fee $ 304 . 00 Authorized Signature COPY Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL n 765-1802 APPLICATION FOR CERTIFICATE OF OCCUP 1,V 9 2010 This application must be filled in by typewriter or ink and submitted to the Building ep following BLDG.DEPT A. For new building,or new use: TOWN OF SOUTHOLO 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 I%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 $151.00 Date. New Construction: Old or Pre-existing Building: _ (check one) Location of Property:S rYOU House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section ,may Block _ 5 Lot 3 Subdivision Filed Map. Lot: Q Permit No. -l Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary yCertificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature pF SO�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road co :Akc Fax(631)765-9502 P.O.Box 1179 ioQ roger.richert(a-_)town.southold.nV.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Amara Address: 3225 Youngs Avenue city Southold st: New York zip: 11971 Building Permit#- 42333 Section: 55 Block. 5 Lot: 3.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: AS BUILT DBA: License No: SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: Front Porch Notes: Inspector Signature: - Date: February 1, 2018 0-Cert Electrical Compliance Form.xIs 41-�333 soaTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [>4 FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ J FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ J FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS! -/o DATE — INSPECTOR q a3 33 &Of SOpTd • TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FO ATION 2ND [ ) INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE �l oL� �� INSPECTOR 333 3 SOF SO(/l�, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] R GH PL13G. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ J FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION -� REMARKS: C DATE 1--- 10INSPECTOR pf SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE 2 INSPECTOR SOF SO(/j�, �o • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] NSULA/T�I-O_NG FRAMING / STRAPPING FINAL.�J�l•� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: G . , DATE fhwif INSPECTOR FIELD MSPEC TION REPORT DATE COMMENTS FOUNDATION(1ST) � � �LI ' FOUNDATION(2ND) e rA. z 0 LA ROUGH FACT& 11 M PLUMBING H d J INSULATION PEA N.Y. H STATE ENERGY CODE -kind 1 no ec V FINAL ADDITIONAL COMMENTS Ito i- - .(-Cwux& 9 5 15a5 h2 55 9 m W � 1z kl " \ N TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying'?� TOWN HALL' Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans c'5— TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey�S SoutholdTown.NorthFork.net PERMIT NO. 15:4 4 Check Septic Form N Y S.D.E.0 Trustees Flood Permit Examined Jr, 20 1-0 Storm-Water Assessment Form Contact: O Approved 20 Mail to Disapproved a/c Phone. �} Expiration 201 1 ' SD .0 0 +D E EPe Building Inspector J�—C40 D PLICATION FOR BUILDING PERMIT OCT - Date D c��-v- L\ , 20�L INSTRUCTIONS BLDG. N OF pletely 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 authonzed has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 1 r E t r (Signature of allplicant or Aame, i a corporate n) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �Gr..� a�-�. C�er y�t /-� r-\ar-c, (As on the tax roll or latest deed) If applicant is a1 corporation, signature of duly authorized officer �1 l.J Q�0— e SeS�X-C=`�— (Name and title of corporate officer) Builders License No.— o�`— Plumbers License No. Electricians License No. Other Trade's License No. I. Location of land on which proposed work will be done: \ 3a 5 NQVNVN p Ave- House vgHouse Number Street Hamlet (►120!!;' : PA.7 County Tax Map No. 1000 Section 5 5 Bl�6cka�°sic! :;`11d;J9 Vi;iol`t Lot Subdivision Filed<I PI INonl bsltilsu0 Lot 2. State existing use°and occupancy of premises and intended use and occupancy of proposed construt�-ion: a.' Existing use and occupancy (_,v lt,4 o 0._k S`\ b. Intended use and occupancy fro A- C-()\/-CLx Alck CA ct�LA�', O� �^ra_y Q6,(tL, 3. Nature of wor (check which applicable): New Building Addition -Alteration Repair Removal'= Demolition Other Work �O � (Description) 4. 'Estimated Cost o .o a , _ U Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specifry�nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front d 7 Rear J,7 Depth Height L1 Number of Stories a Dimensions of same structure with alterations or additions: Front Af1�_51 NU I Rear Depth L- ILO Height a1A Number of Stoi fides ' _�'�I.0 I I ��tt 8. Dimensions of entire new construction: Front Rear �� Depth" TOO iy P;1 Height 10 Number of Stories �"=�l 7 0 Rear i9�t� =j� ;, 9. Size of lot: Front Depth a"""' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOZ 13. Will lot be re-graded? YES NO�Will excess fill be removed from premises? YES NO(�r 14. Names of Owner of p-emises_�C)M _V-e � ddress)o'�a A+A- Phone No. 7 LS ` ICA V', Name of Architect �0\" R oKP\j"c\-\ Address Phone No '771 - -7613 Name of Contractor I rAc ,,,V I P-5 - Address Sago A\\jAN e. Phone No. 1 31- '7 6`1- �8 b 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__b�— * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distanc6s to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF S 1-1 ) C aY,,pU 1r e-si being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the �pV�4Y (24_ 0 (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have perfonned 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 V— day of © pb¢.`_ 2010 rAll A.GHOSIO Notary blic Notary Public,St�tpf New York Signature of Applicant No.6130 Qualified in Suffolk Countyy Commission Expires March 19,Z0-L Town of Southold z Erosion, $edimentation & Storm Water Run-off ASSESSMENT w ENT FORM PROPERTY LOCATION: s.0 T.M THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A S •ORM-WATER,GRADiNG,DRAINAGE AND EROSIO cONTROf.PLAN Mum mon –UIFCT– —GR— CERTIFIED BY A DESIGN PRQFESSION L IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUC'T'ION ITEM# / WORK r.ASSFSSM M Yes No a. What i§the Total Area of all the Project Parcels? I Will this Project Retain Ag Storm-Water Run-Off (Include Total Area of a0 Parcels opted within —7 ' the Scope of Work for Proposed Cor tnic tion) l Generated by a TWO(7)titch Rainfall on Site? b. What is the Total Area of Land Clearing (S F'r Acres) cdearri g site "or construction and/or Ground Disturbance for the proposed des as well as all construction at�ivrt)R � _ Im a knprosurfaces.)ements the permanent creation of (sF.f flexes) 'Impervious surfaces.) PROVIDE BRIEF PROJECT DESCRDMON 0'�Ae0-W Payee as rleeaeal 3 DOGS the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?This _ Item shag Include all Proposed Grade Changes and r YO t? G` r- Stopes Controlling Surface Water Flow. 3 Does the Site Plan.and/or Survey describe the erosion t and sedimenteontrol.practices that will'be used to V control site erosion and storm water discharges. This item mustbe maintained throughout tate Entire Constiuction Period. 4 Will this Project Require.any Land Filling.Grading or Excavation where there Is a change to the Natural Existing Grade Involving more than 200 Cubic Yards D _ of Material within any Parcel? rj Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand El . {5,000'S.F.)Square Feet of Ground.Surface? 6 .Is there a Natural Water Course Running through.the Site? Is this Project within the Trustees jurisdiction General DEC SwPPP Requirements: or within One Hundred(I OV)feet of a Wetland dr Submission of a SiNPPP is required for all Constriction activities imrolving sol Beach? disturbances of one(1)or more acres:Including disturbances of less than one acre that are part oba larger common plan that will ultimately disturb one ocmore acres of land; 7 Wit there ee Site preparation on Existing Grade Slopes Including Constnrction activities Involving sop disturbances of less than one(1)am where which Exceed Fifteen(15)feet of Vertical Rise to 'Um DEC has determined that a SPDES permit is required for storm water discharges. One Hundred(1007 of Horizontal Distance? — (SWPP.P's Shan meebthe.Minimum Requirements of the SP)ES General Permit $ Will Driveways,Parking Areas or other Impervious for Storm water Discharges from Construction activity-Permit No.GP-0-10.001.) Surfaces be Sloped L"/ 1.The SWPPP shall be prepared prior to the submittal of the NOT.The Not shall be to Diced Storm-Water Run-0Off l _ submitted to the Department prior to the commencement ofconsbtic tion activity. into and/or in the direction.of a Town right-of-way? 2 The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require.the Placerrientof Material, required,post-construction storm water managernentpracdo s that win be used and/or Removal of Vegetadpn and/or the Constructlon of any constructed to reduce the pollutants in storm water discharges and to auric Item Within the Town Ri � — compliance with the terms and conditium of this permit.In addrift,the SWFPP shall 9ht-Rightor Road$horrldel ILL��JJJ potential sources Of+pollution which may reasonably be expected to affect the Area?(itis ntm rip Mor bwkwe uw bkt,p,tkn ot•GrtrervairAprora.l quality of storm vmterdisd gee. NOTE If Arty Answer to Questions one through Nirtq is Answered with a Check Mark 3.All SWPPPs'tltat rBquire the post4vistructjon storm water management practice in a Box and rho construction site disaneanoe is bbtwoen a eOos.F.&t Acre in area, con vonerd snap ba'prepar ed by a qualified Design Professional Licensed in New York a Storm-Water.Grading,Dratnaga d,Erosion Control°Pbn Is Required by the Town of that Is Wwwhedgeable in the principles and practices of Storm Water Management Southold and Must bo Submitted for Review Prior to Issuance 01 (NOTE: A Cherie Mark(;)and/or Is each Question WY RegWred for a C.Wele App5capplkatieMr) STATE OF NEW YORK, TarY Puullc,mate of New York COUNTY OF.�u No.Ot BU6186M ............•.....>.....SS Ouai W in Suffolk County That I,.......»..» .... Commission Exp(rea April 14,2 /�L ..........being drily sworn,deposes and says that he/she is the applicant for Permit, And that he/she is the ......................................... 'I 'Coniiaezo'Ag"eru;CorP�'ate ofilcer'.'elc.')'.. .......................................................... Owner and/or representative of the Owner or Owners,and is duty authorized to perfbxm 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; ..........5 .....................day of 20. ` ., '' \\ 'Notary Public: . .n '`.....fes....... ................. .............. (Signature of Applicant) FORM - 06/10 Tows ball An=. Telephone(631)765-1802- 54875 Main Rmd (nep qq P.O.B=1175 mer.riche aWll.fiO .n .US Southold.NY 11971-095' i� BUR DM DEPARTNEa - TOWN OF SOUTH-OLD APPLICATION FOR ELECTRICAL INSPtCTION REQE1ESTED BY: Date: 3 i CompanX Name: Q� arl nae.Na.: \ _ Address-: 5 LCL o ` Phone-No.: 3 _ -7 _ ( (� ; JO$SITE INFORMATION- (*indicates. required information) *Address: �U b \ C0 N *Cross Street: *Phone No.: Perml€ No.: - # ;' -5 °I`19 Tax Map D€strieh 1000 Section: .5 5 flock p Lot: *Bf:UIEF DESCRIPTION OF WORK(Please printClgaHy� QOcc\t�, (Please Circle Alt'l That Applyy *is•jcix ready for inspection: &/ NO o g n: ' �� Finai- *Db you need a Temp Certificate: YDS/ tp ��1 Ump-Information Elf needed) � '14.0 *Service Size: 1 Phase 3Phase 100 15a 200 300. 350 400Other New Service: Re-connect Underground Number of Meters Change df Service Additional Information: PAYMENT DUE WITH APPLICATION � Southold Town Building Department P.O.Box 1179' Permit#: 35949 54375 Main Road Southold,New York 11971 Permit Date: 10/15/2010 (631) 765-1802 Expiration Date: 4/15/2012 Parcel ID: 55.-5-3.1 BUILDING PERMIT RENEWAL LETTER Dated: 11/5/2012 Applicant: CHERYLE L. AMARA Location: 3225 YOUNGS AVENUE SOUTHOLD Work Description: ADDITION/ALTERATION CONSTRUCTION OF A DECK ADDITION& A RESTORATION OF A FRONT PORCH IN PLACE IN KIND (FOUNDATION TO REMAIN) A FEE OF $152.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: CHERYLE L. AMARA Address: P.O. BOX 145 SOUTHOLD,NY 11971 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 ��F 'tlp P.O.Box 1179 o 54375 Main Road Permit#: 35949 o • g Southold,New York 11971 Permit Date: 10/15/2010 (631) 765-1802 Parcel ID: 55.-5-3.1 Expiration Date: 4/15/2012 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 8/2/2013 Applicant: CHERYLE L. AMARA Location: 3225 YOUNGS AVENUE SOUTHOLD Work Description: ADDITION/ALTERATION CONSTRUCTION OF A DECK ADDITION& A RESTORATION OF A FRONT PORCH IN PLACE IN KIND (FOUNDATION TO REMAIN) A FEE OF $152.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: CHERYLE L. AMARA Address: P.O. BOX 145 SOUTHOLD, NY 11971 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. J'S? 7 6y26 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department c • . P.O. Box 1179 ��o o Permit#: 35949 �. 53095 Main Rd Southold, New York 11971 Permit Date: 10/15/2010 Vv O�� ! 765-1802 (631 ) Expiration Date: 4/15/2012 Parcel ID: 55.-5-3.1 BUILDING PERMIT RENEWAL LETTER Dated: 12/27/2017 Applicant: CHERYLE L. AMARA Location: 3225 YOUNGS AVENUE SOUTHOLD Work Description: ADDITION/ALTERATION FINAL 8/2/13 C/O PAID CONSTRUCTION OF A DECK ADDITION& A RESTORATION OF A FRONT PORCH IN PLACE IN KIND (FOUNDATION TO REMAIN) IST 11/15/12 A FEE OF $152.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: CHERYLE L. AMARA Address: P.O. BOX 145 SOUTHOLD, NY 11971 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. NORTH Ra� SURVEY OF PROPERTY A T SO UTHOLD TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 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USE DWELIG UNIT- SECTION 310- 310.2 _ _ �- ;' I'klSTIN i' PN T TIbN'TC� M4 I7 -:,• - 2 HEI&IT 1 121-211 50 E: NONE f f F FIRE AREA si `f2E�Q'SCI FT JOB #: 155 3 TYPE OF CONSTRUCTION WOOD FRAME CQI4 s7Rl,O'FB )�5i:�; �,p __�_ .. IWYd 11+Yfl�l `` XTIC3t , _ - 1 ATE: 52--i0 ? , 4 DESIGN CRITERIA PRESCRiPTIV�,G) '�Itltl `a� .9 �G +SND EDITION WFCM -5 FRAMING ELEMENTS SEE FLOOR Pf, �`RI�ID,ilk. l ��,p� -----`-7--- :, _ --�- BEET NUMBER: DESIGN LOAD CALCULATIONS SEE SPEC SIEET�s m =f , IP! 0 � Q � o Qo z - O _N X 15T I N& ROOF STRUCTURE TO REMAIN BRACE UP FROM GRADE DURING DEMO PORCH DEMO \ FZ m mm XISTING PORCH (IB)SCREENS 4 FRAMES, (I)DOOR, (5)KNEE WALLS, (5)PO5TS, FLOOR AND THERE FRAMING TO DEMO►ED DUE TO EXTENSIVE WEATHERING FIN. FL. &RADE V-EXISTIN6 WINDOW XISTING ENTRY I EXISTING PORCH TO BE REPLACED DOOR TO BE REMOVED I roUNDATION TO REMAINI EMO EXISTING MASONRY STEPS I � \ EXISTING HOUSE FOUNDATION NO WORK THIS AREA - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - T XISTIN6 ROOF STRUCTURE ks) �-- - TO REMAIN BRACE UP FROM lu &RADE DURING DEMO I-- > EXISTIN6 SOUTH ELE\v/ATl0N Hill z � SCALE: Y4" = P-0" cn % Lu PORCH PORCH 15 DEMO . . . . . . . . . . . . . EMO � D- p - - �- X15TIN6 PORCH (IS)SCREENS 4 X FRAMES, (1)DOOR, (3)KNEE WALLS, C(1 ' (5)PO5T5, FLOOR AND THERE Hill - - - FRAMING TO DEMOED DUE TO } EXTENSIVE WEATHERING FIN. FL. GRADE '� DEMO EXISTING I I EXISTING CMU PORCH FOUNDATION TO REMAIN MASONRY STEP5-- � — — — — — — — — — — — — — — — — — — — — — — � I DRAWN: J RABKEYKrH L ,ALE: 1/4"=l'-0" JOB #: 155 DATE: 8-22-10 EXISTING HOUSE FOUNDATION I { ; ?, �f` !. SHEET NUMBER: BEYOND NO WORK THIS AREA x° ' � - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,. V � '� EXISTIN& EAST ELEVATION- 50ALF-: Y4" = 1'-0" 2 OF 10 t6 O QO O N O N lu } OPOSED COVERED ENTRY W/DEGK AREA XISTING ROOF STRUCTURE TO REMAIN BRACE UP FROM 12 GRADE DURING DEMO A PORCH @ j • BUILD I cx1�s C4 11 C4 11 C4 FIN.•FL. Q Ll Z—N EW WINDOW IN I I I I III EXISTING PORGY EXI5TIN6 OPENING FOUNDATION TO REMAIN - _ Q ' - 1 EXISTING HOUSE FOUNDATION NO WENTR WORK TH15 AREA OSED COVERED — — — � NT'RY W/I7EGK ARE ° O - - - - - - - - - - - - - - - - - - - - - - - - 12 J 5 1 12 > } 5 F- /' PROPOSED SOUTH ELEVATION . - - PORCH � z � ✓REBUILD In 0 SCALE:: y4„ _ P-0" lu z - o � � 11 ° FIBERON RAILING A_ Q ts) SYSTEM OR EG2UAL c 4 c 4 c 4Tf c 4 O - - - - - � OL %t - - N FIN_FL. OL 1 6RA1?E OJ o II II _J EXISTING PORCH FOUNDATION LL I < - - - - - - - - - - - - - - - - - - - - J I DRAWN: J RABKEM 50ALE: 1/4"=l'-O" ' JOB #: 155 '.�� . ,�, #JCA EXISTING HOUSE FOUNDATION NO WORK THIS AREA �% '� �.-.,;;. DATE: 5-22-10 - - - - - - - - - - - - - - - — — — — — — — — — — SHEET MJMBER: PROFOSF-1�) FAST ELEVAT , lll � � ` 3 OF 10 � o < o Qo 0 a 1=4 rq LINE OF rL 3'-6" DECK 2)2x8 ACG 61RDER M III ® 16" OG 1111 BASEMENT Z DBL 2x8 LEDGER ® HOUSE EXISTINGOL �— r, XISTIN6 ACCESS OPENING 0 o F�X12 CON 3�_3�� — In PAD STRlN6ER (L I I I I = > 10 CRAWL SPACE O z EXISTING I I H w z M. ME= Q 23'-0" A---FILL EXISTING TOP CELL OF CMU WITH CONCRETE AND SET NEA 5/8" DIA. tu ANCHOR BOLTS ® 1'-0" FROM CORNERS AND 4'-0" O.G. WITH "1" MIN EMBEDMENT 0 Q PROPOSEr; /EX I ST I NS 10UNDAT I ON PLAN ORAMN: d RRKW 5CALE: yq." = 1'-O" 50ALE: 1/4"=1'-0" NOTE• - JOB #: 138 a % ey rsC "y f5 w. DATE: 8-22-10 • 60 TO FIELD VERIFY ALL CONDITIONS AND REPORT ANY DISCREPANCIES TO f a =" ' �y. SHEET NUMBER: NORTH FORK DRAFT LLC OR EN61 NEER f v V jr-1 A 7 !j Y 4 OF 10 0 � o < o Qo z 0 N } w r� A A NEW WINDOW IN EXISTING OPENIN&-\_ r- KITCHEN v KITCHEN EXISTING EXISTING W4 HIE N I DECK V' '74 SOFT E3 81J N n 1_!111 EW HALF LI�/ING RM WALL L11�ING RM EXISTING EXISTING Z UP 4 --� CLOSET (01-0:211 _i 11 i - 6,_6y „ ® �- bo tL _ = FW05468 - - < PORCH �, 0 O PORCH O < z EXISTING UNHEATED iii EXISTING UNHEATED v V Z 186 SOFT _� Uakb l lii ry I U N 5 < iii iii o Q OL CX24 CX24 c 2 CX24 �N L- -------'� 3/811 _-111 -.71! I_��1 1_33/671 71 :251-411I 23'-4" EX I ST I N& f=LCCR PLAN � x SCALE: Y4" = I�-o�� PROPOSED FLOOR PLAN tu SCALE: y4" = V-0" DRAWN: J WKEM SCALE: 1/4"=V-0" JOB #: 138 SHEET NUMBER: 5OF10 0 tao � o Qo 0 tu } EXISTING ROOF STRUCTURE AXI STI NG TO REMAIN BRACE UP FROM GRADE DURING DEM 12 i0o OG EL EXISTING GJ ® 16" OG ADD R—Iq 1NALL CONST. CEDAR SHINGLES OVER XI5TING CONT. (2)2x8 #50 FELT OVER W GDX PLY. ON HEADER IF NOT EXISTING #2 D.F. 2"X4" STUDS ® 16" O.G. INSTALL NEW W/APPROVED HURRICANE 5TRAP5 TO 741 PLATES (SEE SPECIFICATIONS SHEET) KIR-15 INSULATION BETWEEN FINISH INTERIOR W/)2" GYP BD FLOOR CONST. �X15TING � 94" T46 ADVANTEGH SUB FL. GLUED NDN ROOF CON57. AND NAILED ON 2"X6" DF F.J. ® 16" O.G. W-4 "Iq INSULATION BETWEEN ARCHITECTURAL COMPOSITION SHINGLES W/APPROVED HURRICANE STRAPS TO OVER 15# BLDG PAPER W/IGE/WETHER SHIELD PLATE (SEE SPECIFICATIONS SHEET) 2"X6" GJ ® I6" OG KR—Iq ® PERIMETERS ON W GDX PLY. ON 02 D.F. 2"X6" R.R. ® I6" O.G. W/ APPROVEDXISTIN6 I ST�NG GRADE CRAWL SPACE RAFTER TO PLATE TO STUD HURRICANE CLIPS .`y, EX15'TING (SEE SPECIFICATIONS SHEET) EW 2x10 AGQ LEDGER FILL EXI5TING TOP CELL OF GMU WITH CONCRETE "~ . FASTENED INTO EXISTING GMU AND SET NEW %" DIA. ANCHOR BOLTS ® I'—O" FROM FOUNDATION WALL Z 12 ' CORNERS AND W/(2)g/8"0'x3" ® 24" OG 4'—O" O.G. WITH '1" MIN EMBEDMENT .', LOG—BOLT BY POWERS CO. 21 W/ACQ SILL PLATE 51LL GASKET AND TERMITE OR APPROVED EQUAL SHIELD W/APPROVED HURRICANE 5TRAP5 TO STUDS ON EXISTING FDN. WALL (SEE 5PE0IFICATION5 SHEET 2"X6" GJ 16" OG `. CONT. (2)2x8 DF HDR o 5E(f-,,7 1 ON A—Ats) L, W tu J } SCALE: 5/a" 1'-0" NOTE: z EXISTING FOUNDATION AND ® FOOTINGS TO REMAIN Lu Z EXISTING �- Q +�I> " Arm L2J 6 16" G:. ry .L AGN I l 1 1 S I MP50N ` GRADE H25Z (TYP (2)2x8 ACO (SIR-DER "X8" ACG LEDGER A5TEN MASTER W/AUB44 TO PE I R FASTENERS 24' OG m F I ER CONST. L 8" SONOTUBE (MIN. 6" ABOVE GRADE) DRAWN: .I.RAKVICH ON BIGFCOT 24 FOOTING V—O" BELOW GRADE 56ALE: 3/8"=1'-0" (SEE SPEC. SHEET FOR CODE STRAPPING) JOB #: 135 NOTE: c,°= �-- -� DATE: 8-22-10 i �. I• ��. -'�i . "�: • SEE SPEC SHEETS FOR ALL GORE 5HFFT NUMBER: r/� � �. ��a,.r. 6 RLi=.A S��� I O� 5-5 STRAPPING, HANGERS 4 HOLD DOWNS �! ,i, e� ,'• .f ,, • USE FASTEN MASTER FASTENERS i, ON ALL LEDGERS (TYP) (2) ® 24" OG 50ALE:: 1'-0" • GG TO FIELD VERIFY ALL CONDITIONS AND REPORT ANY DISCREPANCIES TO AW. g�-"c'`� ���7 NORTH FORK DRAFT LLC OR ENG I NEER 6 OF 10 O � O A O ALTERNATIVE FOR OPENING PROTECTION WINDOW SCHEDULE ............„,...„.... .. .......... ..... .............. ...... .. ............ ..„ ,...,.,.,,,,,, .... .......,.. N WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' 'AND MAXIMUM PANEL SPAN OF 8'-0" - ,,a I , ,, - JIL. SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS r �,,,, a. n r ^'!, ,;, ',;' ue w r w P - -i., 'iliu I'I ' SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER T 'SECTION 1509.1.4 AND 1609.5.5 AND TABLE 1609.1.4) 1 CrX135 �11IICASEMENT I � � 7.5 6.8 1 10 III I �I � �- � I ` _ � T T E 4 25.9 —28.1 " 4 C14 CASEMENT 5.5 5.9 1O 5 25.9 —34.7 TABLE '1609.1.4 2 C14 CASEMENT 5.5 5.9 10 4 25.9 -28.1 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS 2 CX-24 CASEMENT 7.7 16.3 20 4 25.9 -28.1 FASTENER SPACING(INCHES) 2 CX24 CASEMENT 7.7 16.3 20 5 24.7 -32.4 PANEL SPAN< 2'-0"< PANEL 4'-0"<PANEL 6-0"< PANEL J=4 `A'� FASTENER TYPE 2'-0" SPAN<4--O" SPAN<B'-0" SPAN<W-O" e 9 2 1/2" #6 WOOD SCREWS 16 16 12 9 2 1/2" #8 WOOD SCREWS 16 16 16 12 A. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF HEIGHT OF 33'-0"OR LESS ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL W4 B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE -- - — — T HAVE DP UPGRADE K _ COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER E MEE M ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B M US CAPACITY of ago LBS. TABLE R301.2 (2) NEW YORK STATE BUILDING CODE. FORTS NY STATE EGRESS 1 HABITABLE SPACE. -- CUSTOM GRILLES SEE ELI _. WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEA13LE 5/8"WOOD STRUCTURAL PANELS WITH MAXIMUM OF 8'-0" SPAN. FASTENERS FOR SPANS UP TO 6-0" SHALL BE 2 1/2- #8 WOOD SCREWS AT 16" O/C, FASTENERS FOR SPANS UP TO 8'-13" SHALL BE 2 1/2" -#8 AT 12" O/C. TABLE 301.2.1.2 „ I ALL NARROLINE WINDOWS MUST USE: STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION 1/2" HEIGHT SILL STOP,(OR STOOL) AND THE ADDITION OFA 1/2" X 3/4",DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-1/4" HEIGHTAND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.) -- FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS (MAXIMUM MEAN ROOF HEIGHT:35') 1.5 TIM MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR"", REFEG MUST MEET ASTM E 1996 TEST-REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. — R TO SECTION R 1809.1.4 FOR ALTERNATIVE OPENING PROTECTION. MULTIPLE SECTION ASSEMBLY: 1/4" - THICK BOLTS @ 2'OC V1 IL-1 O Lu W to SHUTTER ASSEMBLY Z N.T.S. FOR PANEL SPANS: 0 < 4'-0" WIDE SPAN z TABLE 1609.1.4 W .� 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") 0 5 USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES. p- 011 LABEL ACCORDING TO LOCATION. Lu ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/#8x3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16" O.C. OR BETTER m (� ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/#10x 1 Y2" (W/WASHERS) MACHINE BOLT @ 12" O.C. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED j� Q UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 4'-0" OR WIDER SPAN K SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 <4'-0" SPAN. NOTE ADDITIONS: 2x4 STRONG-BACKS @ 24" OC DRAWN: IRABI VC44 ASSEMBLY: 56ALE: NONE 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10x3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL .TOB #: 138 WOOD SCREW @ 12" O.C. DATE: 8-22-10 SHEET NUMBER: 72c,;fi� `:�f 7OF10 0 PLAN CONTENTS: ROOF FRAMING NAILING SCHEDULE: Al.CON STRZT10%N07M OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1.Tile Mamelon an Moa set OF caats r etmoctlon dmwnto rdk• bar e er dwlgn stat and h a eh details. I"had sRaded ^ O d a ca b-antaw,n anot a eeatm"m tarywrna 9 accepted epgod bupr'a� d acarplarco no awrr7 Hem York 4-7 BUILDING USE SINGLE FAMILY DWELLING JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES .taem .lou"sadee. r gawal oar&-attar r reepaabae tar prone g elladara d rotructaan d.edr and pr cAdwoo m o ewers a proNrrrol9 w hW" veknaly eawid end rra•rrpr.a leted compprodret. BUILDING HE16HT 18'-4' 8'WALL;3-80 COMMON TOTAL 5Q. FT. OF CONSTRUCTION ON 1030 SQ. FT. RAFTER TO TOP PLATE IOWLL;4-817 COMMON EACH RAFTER TOE NAIL s.sar+•al ea�a'ac►a'to.eaa+ae.au.b sa�a,acm^.,.��+.e�e'g w.•e.l�.,e taa•acela:rw..a"rad... � a mr 00 - •_r&-_.tcr rr..p- --tar m"m the all mark and ca.avctrn moats or emcomb awned Fad.•ale ..d 5 a, O PRESCRIPTIVE AS PER N.Y . RESIDENTIAL CONSTRUCTION CODE AND CEILING J015T W WALL•3-8D COMMON a,e lee"codes•efvencift e 0 a 'n..cod.an.m be ca sdada a,pa's of els epsemrad tar•tl:r DESIGN CRITERIA Igg5 SEC HIGH WIND EDITION,WOOD FRAME CONSTRUCTION MANUAL TO TOP PLATE 10' WALL;4-817 COMMON EACH JOIST TOE NAIL wikrrp ad.enol be a*wr.d to oven t cry we In rarlarca meh rr pkn _ FRAMING ELEMENTS A5 PER FLOOR PLANS,CROSS SECTIONS AND GENERAL NOTES CEILING JOIST TO AS PER TABLE 31 4.Vhwnalam WW talm Rwr'adork a~ I d ad oda not scdw divrdW' � EXT. BALCONIES 60 PARALLEL RAFTER WFGM - �' EACH LAP FACE NAIL P. u dwkrw roe w�wgt.e�ue�mss, -No 1 ad ammo cp ewparbmy for ea.or Mr aeereneenq } paid• rcepa r my o now-"•mss+ Pw��. DECKS 40 CEILING JOIST LAPS AS PER TABLE 3.'I EACH LAP FACE NAIL ~OF Mree pb, n earvwclan marlin err welsh erns ad ro manatee ter a epeelfa w expressed els arcade n tar ATTICS W/O STORAGE 10 OVER PARTITION WFGMI - `-ABG e.Teeter to ncoar plat,e:derar eleviatlerr,ad mtdarr edh:edule for pyo end alar d rrhdarr. TUI mMrbme to be indoors DESIGN LOAD GDSGULATIONS ATTICS WITH STORAGE 2O COLLAR TIE TO RAFTER AS HFCM X8.4 EACH END FADE NAIL Do old vd d m nada.m-1. �� (LIVE LOADS P5F) nbe C4 ROOF (GROUND SNOW LOAD) 45BLOCKING TO RAFTER 2 - 80 COMMON EACH END TOE NAIL epee l" ofd c pplrka�rr codes. "1O'O1y aid id 'eO d"cern moat.els am..d.ata na,�acewwu ROOMS (OTHER THAN SLEEPING) 40 dl.0awralc aeemter to sonde ad cea•dtm mail+*a sero ad w paid for all am an:n same dish as seelrea s%r+alv►xs ROOM. (SLEEPING) 3O RIM BOARD TO RAFTER 2 - 16D COMMON EACH END END NAIL p.Mrvlio haderod snore detectors,msh be--- on all laden ad n area ra!^oaq v: msh Isaal coda 1� STAIRS 40 "ana•e are per section ton,rem oak ems.il.. care,wern cede. _".ten sailors aadmd.d.aeter.de per GUARDRAILS (ANY DIRECTION 200 NALL FRAM I NIS Nor I L I NC5 SCHEDULE: 6ErERAL PoumAriorl NOTES EXP05URE CATEGORY LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES 1..AJI f a easrwmr o room pined arvatteee and aeeaa.to aerernnsr°tended heights of rnrhrd raoorW_bow kyr°l y e°` (ROOF - FOUNDATION) AND GENERAL NOTE PAGE z.Nh teetnge to rest a:wdrtwted eon. a� NAILING SCHEDULE SEE GENERAL NOTE SHEET TOP PLATE TO TOP PLATE 2 - 160 COMMON PER FOOT FAGS NAIL a walled"x•.,paean pas nrterloh brown al eordrdee sada ad awetng aawvt.or mroa.y wdr ace"n ee oar a SEE NOTE: I wrraeee"ser'°"aw. EGRE55 SEE FLOOR PLANS AND WINDOW SCHEDULE TOP PLATE AT 4.eadrote on ewd or ran h mtemrn mein KV bw mpeen reWamtg sterar ehabe m be phased on s alt.totine.d IND PLUMBING R15M DIAGRAM SEE RI5ER DIAGRAM PLANS INTERSECTIONS 4 - 160 COMMON JOINT5 EACH 51DE FACE NAIL peerny1ini 4•^barna FIRE PROTECTION a P►+evkf.vewh.pece vwtnasbn per locate sod.recpeenrnee. 1 (SMOKE d G02 DETECTORS) WE FLOOR PLANS STUD TO STUD 2 - 160 COMMON 24" O.G. FACE NAIL s.*acral rartraarar to oral cap-am mor capper)tree noel teras-_helds babom al mead mloe a lies we eo,peeed to TRUS5 DESIGN WA - STANDARD STICK FRAME CONST RjCTION c`n'rem or mo.orn arraces' ENERGY CALCULATIONS RESC+ECK 3.6 RELEASE IA HEADER TO HEADER 16D COMMON 16" D.G. FACE NAIL r•Pa pla oxbwW of tewdaean PM a blheenad oem"as per code ad soar ea:dtard. ALONG EDGES TOP OR BOTTOM 2 - 16D COMMON PER 2X4 STUD PLATE TO STUD 3 - 16D COMMON PER 2X6 STUD I NAIL h atma:.ars ran rood over etas preeedat ewmtge oda not.doe drsmsgdJ. BOTTOM PLATE TO FLOOR 2 All neAer malls to be covered rein W gyam bawd no meld donor ravocrewit rep.,root,ad sad(b e.wale eenr:nn to garage aw R01,d heto have a kW of •,fire rased ae gywn beard d g.Swaewe mnh W-W rolu an adpcat FACE NAIL !� JOIST, BAND JOIST, 2 - 1617 COMMON PER FOOT molls rs and "a o WroPodurod ember re4k'ee s byers of Ares,err rated gram boa s �1 OL I MAT I O CGEOGRAPH I O DES 16N CRITERIA: END JOIST OR BLOCKING SEE ENA 1,2 4.TVI balk ad Tenet_via malt ad sennge adpeet to not awe be h:avd mama retreat gyaewn beard,or mall qe sot en madateaa els 0".GROUND WIND SEISMIC FROST WINTER IGESHIELD FLOOD SNOW SPEED DES16N WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS deqEPAL 1011#10114115 LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED FLOOR FRAM I NG NAILING SCHEDULE: I.Pkxnbing subcontractor to be rseponsble for adhering to all applicable code and eofsty - 45 LBS. 120 B SEVERE B FT. MODERATE SLIGHT TO II NONE NONE requirements. TO HEAVY MODERATE JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES 2.IF wan plates orits are cut during the Installation of ph,rrbing fixtures or equipment provide bracing to together.e framing back together. JOIST TO SILL, TOP PLATE OR GIRDER 4 _ 817 COMMON PER JOIST TOE NAIL 6EfEtAl_HVAC sY37fM hlor>rs ROOF SHEATH I NO REQUIREMENTS FOR WIND LOADS: BRIDGING TO JOIST 2 - BD COMMON EACH END TOE NAIL I. qireical.ulxoratractor i ro eponsble for adhering to all applicable codes and safety ` requirements. r SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES BLOCKING TO JOIST 2 - 8V COMMON EACH END TOE NAIL 2.HVAC subcontr•ator to fully coordinate all system data old requirements with the equipment AT PANEL EDGES SUPPORTS IN THE PANEL FIELD supplier. W PERIMETER EDGE ZONE 8d COMMON o 6" O.G. 8d COMMON a 6' O.G. SEE NOTES: 1, 5 BLOCKING TO SILL 3 - 16D C0MMION EACH BLOCK TOE NAIL 9.HVAC,subcontractor to provide tial system laiovt drawlrg and submit It to general � 7- 8d COMMON o 6" O.G. 8d COMMON o 12' O G. SEE NOTES: I (BOTH FIELDS) OR TOP PLATE contractor,ornsr,orad equipment suppller for final review end approval. INTERIOR ZONE NOTE, 2 FOR PANEL FIELD - LEDGER STRIP TO BEAM 9 - IOD COMMON EACH JOIST FACE NAILRAKE o GA5N17 RAKE LE LL 6 16d COMMON o 4" O.G. 8d COMMON o 4" O.G. SEE NOTES: I,3 JOIST ON LEDGER 7- 3 - 80 COMMON PER JOIST TOE NAIL TO BEAM BAND JOIST TO JOIST 3 - 16D COMMON PER JOIST EMD NAIL 1.All Ovalle,2x4 ad 2x6,to teat stud grade or better 16'o% framing material All other framaterial to be _ NOTES 02 dougkas fir or better. THESE NOTES ARE ONLY TO BE REFERRED TO I MENTIQN9 SGH�DULE NOTES ONLY. BAND J015T TO 2 - 16D COMMON PER FOOT TOE NAIL 2•All Mod framing In contact with concrete or m omy to be pressure treated. 1). FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SILL OR TOP PLATE SM NOTE, I SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENTS REQUIRE SHALL BE USED. S.Provide double floor joists molder all Milo parallel to fI00rjoist Spon direction unless �{ > W oth,rrrwio epwcified. } �. 2). TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING l� MEMBERS WITH 6>0.4q. FOR FRAMING MEMBERS WITH <0.42<6<O.4q,THE NAIL SPACING SHALL BE ROOF SHEATH I NCS NAILING SCHEDULE: j4.oists. id.x-bracing air solid bloGkhig at a maxinrlm,orf O'-O•o%for all dirrerrional lumber floor z U/ REDUCED TO 6 INCHES O.G. 3). TABULATED 4 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES 5.Floor construction' V toni_*w and groove plywood subtkror•. f Inihod material to be applied ��-♦ v MEMBERS Wover subtloor•. WITH 6>0.4q. FOR FRAMING MEMBERS WITH <0.42<6<0.4q,THE NAIL SPACING SHALL BE 61ue end screw plywood docking to floor foists. Z REDUCED TO B INCHES O.G. STRUCTURAL PANEL OV COMMON A5 PER TABLE 5.6 NONE 6.All whxtnw ad door header*to be minimum(2)2x10 unless otherwio specitied. All interior � (� WFGM - 5BG header*to be( )2xlo unWw otherwio•peclf;od. o L T.Provide fun solid blookng ander all bowhg wails. 1�- JNALL SHEATHING REG?U I REMENTS FOR WIND LOADS: OE I L I NG SHEATHING NAIL I NG SCHEDULE: 6.All beams to have adequate bearing at each end ars as"Pled. 9.All flush boom and Boit InWr•ections to have golvanizod hcrgera. NAIL SPACING NAIL SPACING AT INTERMEDIATE JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES JOINT Typical exterior woos ease roof to be sheathed with 9C,•exterior grade plywood or 9F,•0813 [�,p SEE NOTES,1,3(BOTH FIWALLBOARD 517 COOLERS -(" Oiri. EDGE NONE group I,APA rated. Pkprood to span aver all plates and header*. ELDS) `1 INTERIOR ZONE 8d COMMON o b" O.G. 8d COMMON ® 12" O.C. GYPSUM 10m OG. FIELD II.Provide halation baffles at saws ones between rafters. m NOTE: 2 FOR PANEL FIELD W PERIMETER EDGE ZONE 8d COMMON o 6" O.G. 8d COMMON a 12" O.G. SEE NOTE: 3 12.Exterior flashing to be correctly Installed at all connections between roofs,wall,chimneys, WALLSHEATHING NAILING SCHEDULE: projections,arid penetrations as required by approved Construction practkos. z NOTES 18.6enwal contractor to provide adequateaid attic ventilation roof vents. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED SCHEDULE NOTES ONLY, JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES 14.Provide appropriate soffit ventilation at overhangs. 1 1). FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT AS PER TABLE 3A -�-1 REQUIREMENTS SHALL BE USED. STRUCTURAL PANELS 817 COMMON NONE WFGM - 5BG 2). TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS 3" OL. E06E Adaptod from Stallard for Hurr•teane Resistant Residential Construction;SSTD 10-c14 and 1445 WITH 6>0.4q. FOR FRAMING MEMBERS WITH <0.42<6<, THE NAIL SPACING SHALL BE 3(•' OSB PLYWOOD 60 COMMON a NONE Sly-High Wind Edition Wood I•rare corntruction REDUCED TO b INCHES O.G. b O.G.FIELD Fastener*and Corrector*for Woad Frame construction 3). FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE USED TO BE GYPSUM WALLBOARD 5D COOLERS O.G. EDGE NONE I.A Gorr ded.e bad path between footings,four,dcrtbns molls,floor*,•fuel ad roof fn anhg shall SUBSTITUTED FOR COMMON NAILS. 10O" O.G. FIELD b.providsd. 2.Approved connectors,anchors and other fastening deviG.•not nGlL\In ta,.Standard DR161N4N: I RAB VO4 Mlldhg Code,Taub 2906.1 shall be Installed in actor lamas with malufacturerti roc-wonclotlons. SCALE: NONE FLOOR 5HEATH I NG NAILING SCHEDULE: 5.Metal plates,correatars,screws,bolts,a,d nails exposed directly to fhb gr sub sal JOB #: 138 to salt corrosion n costal areas,shall be stainless stool or hot dipped gaIi antzoq: N �- _ �' , JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES 4.Mars windows and doors Interrupt wood structural panel sheathing ads Yiej-Ei.W- '= STRUCTURAL PANEL b• orG.EDGE �+ `'` w' :� DATE: 5-2.2-10 anchors or corrector*•lou be provided at the top ad bottom of cripple st'u1ds:Kft' , etude,.� � '` (' 7R LESS 8V COMMON and ort least erre stud at each side of 12" O.G. FIELD NO1''� °p'"ng ' � a� " r ` .� SHEET NUMBER: 's.RJdgs straps eha11 be attached to each par of opposing rafter*exco corsair ties Ixb or 2x4 lumber i loeatod h upper third of attic span and attach to o& r of lei NOTES 6. Ilft corrector*shell b. d ed cath,rafter beer". 1: ;^+M fir•. UP Provide THE5E NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED SCHEDULE NOTES ONLY. "I.Floor to floor hold-downs to be provided awry 417,ar,el every I6•malars 4'or• 1). NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE carriers. t• Ij PANEL EDGE. IF WALL SHEATHING 15 NAILED B" ON-CENTER AT THE PANEL EDGE TO 6.sill Plate to Folinclatton Anchorages Bill plate shall be anchored to the Fe OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS anchor bolts having a min.bolt diameter of"'and S•x ON x 1/C•washer*. A^'�=o(,e„ SHALL BE DOUBLED OR USE ALTERNATE CONNECTORS SUCH AS SHEAR PLATES,SHALL BE anchor bolt shall be providedwithin 6 to 12 inches of sash end of each plate. USED TO MAINTAIN LOAD PATH shall have a minimum serbsdn,ert of 9 Inches n concrete/mosonry foundations. Anchor bb 2). WHEN WALL SHEATHING 15 CONTINUOU OVER CONNECTED MEMBERS, THE TABULATED shell be located wron, 12 aches of Garters and at spacing not exceeding 4 fast on center. I � 1 NUMBER OF NAILS SHALL BE PERMITTED TO REDUCED TO I- IGD NAIL PER FOOT. 8 OF 1 O 0 � o � o CONNECTION SIMPSON STRONG TIE Q O A RAFTER/RIDGE/RAFTER WITH CT• CS20 21"LONG RAFTER/RIDGE/RAFTER WITHOUT CT CS20 21"/LSSU OR LSU RIDGE B RAFTER/PLATE/STUD H7 Z RAFTER/PLATE H8 OR H2.5 0 RAFTER PLATE/STUD CS20 18"LONG N C HEADER/STUD H3 SIMPSON CS20 21"1_015 HEADER(JACK STUD CS20 12"LONG uJ D FLOOR TO FLOOR LFTA or CS20 36"LONG E STUD/PLATE/SILL CS20 36"LONG STUD/PLATE CS320 16"LONG PLATE/SILL LPT4 eV F ANCHOR BOLTS SST816 mu G POST ANCHOR FOR DECKS CB SERIES POST ANCHOR FOR COVERED PORCHES JABU SERIES A RAFTER/RIDGE/RAFTER WITH CT •1)b OR 2X4-16"O/C COLLAR TIES MIN. j RAFTER 0 KING STUDS d ` RIDGE RAFTER STUD SIMPSON H8 OR H2.5 S RAFTER TOP PLATE HEADER • ; TOP PLATE SIMPSON CS20 21"LL SIMPSON H7 SIMPSON CS2018"LONGV4 � SIMPSON H3 SO N S212"LONG SIMPSON LSSU OR L SERIES C 0 G WALL STUD WALL STUD SIMPSON Q JACK STUDS il RAFTERRIDGERAFTERw/ocTAl RAFTER/PLATE/STUD rBN' RAFTER/PLATE PLATE/STUD C HEADER/STUD HEADER/JACK k i M p Q a+� `V POST e SIMPSON CB SERIES J \ l O ? {— l P.C.FOOTING •. �'- Z �— k 2ND.FLOOR WALL STUD 2ND.FLOOR WALL STUD utu — 11— 1 ST.FLOOR WALL STUD O _` 1ST.FLOOR WALL STUD v 2ND.FLOOR PLATE 2ND.FLOOR PLATE � ® � 11.,.� SUBFLOOR SUBFLOOR 1ST.FLOOR PLATE 1ST.FLOOR PLATE G POST ANCHOR FOR COVERED PORCHES LL }-- Q RIM BOARD RIM BOARD SUBFLOOR SUBFLOOR SIMPSON LFTA SIMPSON CS16 36"LONG EVERY OTHER STUD AND SIMPSON CS20 36"LONG SIMPSON CS20 16"LONG EVERY STUD OVER HDRS RIM BOARD RIM BOARD m 1ST. FLOOR TOP PLATES 1ST.FLOOR TOP PLATESDOUBLE SILL PLATE POST DOUBLE OR SINGLE SILL PLA ta' SIMPSON LPT4 . 1ST FLOOR WALL STUD 1ST FLOOR WALL STUD FOUNDATION WALL FOUNDATION WALL e SIMPSON ABU SERIES P.C.FOOTING a o. DRAWN: I RABKH(q ANIS) SCALE: NONE D FLOOR TO FLOOR D FLOOR TO FLOOR E STUD/PLATE/SILL E STUD/PLATE PLATE/SILL G POST RS FOR DECKS .JOB #: 138 DATE: 8-22-10 SHEET NUMBER: r\yam, mafol i:w I,.`4 1i n�ier A � 9 OF 10 l WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. A 0 4"MAX. IN (� 4"MAX. Z 4"DIA.MAXIMUM 4"DIA.MAXIMUM POST >GIRDERIHEADER W o c POST/COLUMN - 12'x12"x • •• • ��.]1 CONCRETE FOOTING TING + �� eV `• ` v •v Y Y C7 ; • •• DECK POST FTG. CONNECTION DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION IAPPLICATION STAIR RAILING POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44ORWE44 POST I BEAM ANCHOR JAPPLY TOEACHFOOTING W4 Gw� USE MIN.(2)1/2'DIA.GALV.BOLTS WITH WASHERS AND NUTS 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR JAPPLY TO EACH FOOTING —— 1-1/2"SPACE r, MINIMUM c HANDRAILS / 4 GIRDER r• POST GIRDER/HEADER o I ` o •''� BALUSTERS RIM/DECK JOIST POST/COLUMN c CONCRETE PIE '•.' o - � OPEN BALUSTER ATTACHED TO WALL -•�`�• HANDRAIL CONNECTION W4- ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST — OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS T T CON NECTION SHALL NOT BE LESS THAN 1-1/4'NOR MORE THAN 2"INLOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN.(2)1/2'DIA.GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER t PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS PAU660RWE66 POST/BEAM ANCHOR APPLY TOFJaCHPIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND }. LAPPED OVER FIRST CONTIN. GIRDERIHEADER PIECE OF SIDING BELOW UNDISTURBED SOIL DIA.LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON CONNECTED TO BLDG.@16'OC UNDISTURBED SOIL(ORGANICS REMOVED) z 111 LIT COBASE NSTRUCTION STAIR TREAD -0 o FIT CONSTRUCTION TUBE AND PLUMB POST/COLUMN c o FILL AS PER MANUFACTURES'INSTRUCTIONS CE TUBE C, RIM BOARD �(1 FLOOR FRAMING D 2X JOISTS III.JMEI I= - _ _ VII=I= STRINGER =III-1i1-111=1l1=Ill-lIl-1l1=III-III-11 BLOCKING FOR JOIST HANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS o O A. LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �•° _DISTURBED / POOR SOIL 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 46"LAYER OF CRUSHED STONE OR I STRINGER TO DECK/PORCH CONNECTION tu HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN GRAVELDECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND >' O LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE z FIT CONSTRUCTION TUBE AND PLUMB/ ((� ,n G��11\ FILL AS PER MANUFACTURES'INSTRUCTIONS ~ "" v v Z z J III=111-l11-111-111-111=l�rm,�,l�l-�� WOOD JOIST DL Q WOOD JOIST - JOIST BLOCKING CONC. PIER FOOTING BIGFOOT SYSTEMS FOOTING FORM GIRDER/HEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN ^A WOOD JOIST WOOD GIRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS a `1 GIRDER/HEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT M PRESCRIBED IN THE CODE. �o J THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT FLUSH JOISTS WITH HEADER/GIRDER SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. ALL JOISTS CONNECTED TO A FLUSH HEADER TOBE SUPPORTED WITH THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS ILOCATION JUSP NUMBER I DESCRIPTION I APPLICATION USE WITH RT10 TYDOWN ANCHORS < TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER I RT10 ITYDOWN ANCHOR ICONNECT TO EACH JOIST T_ DECK & PORCH NOTES: NAILING SCHEDULE 1).Unless otherwise noted,all framing material to be#1 ACO pressure treated lumber. All fasteners,hangers and anchors to be galvinfzed or stainless steel. JOINT DESCRIPTION NAIL NAIL NOTES ��! QTY. SPACING �A W*I; J.p'����IUI JOIST TO: PER TOE PRJA ll`f RAK 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. 4-8d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER JOIST NAIL SCALE: NONE ZONE into concrete with a minimum 112"dis x 7"long anchor bolt with washers and nuts. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA BRIDGING 2-gdCOMMON EACH TOE Int IrL TO JOIST END NAIL GROUND WIND SEISMIC FROST WINTER ICESHIELD #I V 3).Posts supporting girders shall be anchored to a 12'x12"x12'thick concrete footing. FLOOD BLOCKING EACH TOE " SNOW SPEED DESIGN FATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 2-Sd COMMON Use a minimum V e.dfa x 7'long anchor bolt with washers and nuts.Footings Shall HAZARDS TO JOIST END NAIL be 4 fl.below grade. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED r t:�• DATE: 8-22-10 BLOCKING TO: EACH TOE � M. �"�� MODERATE SLIGHT TO 3-16d COMMONT r F' Ls o 4).Deck joists to have blocking at 8'0 o.c.. 45 LBS. 120 B SEVERE 3 FT. 11 NONE - SILL OR TOP PLATE BLOCK NAIL 'ta �.L,c• =;;*` tea.. J 9 TO HEAVY MODERATE �'? } ••:• ? S NUMBER" LEDGER STRIP EACH FACE •, .,,. • ° SHEET rEET It. 3-16d COMMON <" , 5).A minimum of 10 Inch flashing shall be Installed between the building and ledges TO BEAM JOIST NAIL Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOIST ON LEDGER PER TOE at 16"o.c. TO BEAM 3-8d COMMON JOIST NAIL t- 'r`, `-;c�-'4 6).Concrete piers shall be a minimum 6"above grade. BAND JOIST 3-16d COMMON PER END c+ i• TO JOIST JOIST NAIL 4 4 t 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: PER to girder(s). SILL OR TOP PLATE FOOT 2-16d COMMON TOE NAIL �� 10 OF 10