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HomeMy WebLinkAbout39651-Z ��Q�SOFfOI,��pG� Town of Southold 12/31/2015 3Z3P.O.Box 1179 , • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38011 Date: 12/31/2015 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 4002 Old North Rd, Southold SCTM#: 473889 Sec/Block/Lot: 55.-2-4.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/31/2015 pursuant to which Building Permit No. 39651 dated 4/6/2015 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 WORKSHOP AND STORAGE ABOVE AND DECKING AS APPLIED FOR The certificate is issued to Keaveney,Denise of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39651 12-24-2015 PLUMBERS CERTIFICATION DATED 12 Aut ed S' ature �S�fFol- TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 39651 Date: 4/6/2015 Permission is hereby granted to: Keaveney, Denise 133 Timber Ridge Dr Holbrook, NY 11741 To: Construction of an accessory garage as applied for. At premises located at: 4002 Old North Rd, Southold SCTM # 473889 Sec/Block/Lot# 55.-2-4.2 Pursuant to application dated 3/31/2015 and approved by the Building Inspector. To expire on 10/5/2016. Fees: CO -ACCESSORY BUILDING $50.00 ACCESSORY $311.20 Total: $361.20 Building Inspector 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: 'V (check one) Location of Property: A-g(72,, OLD Q u— -{ House No. Street Hamlet Owner or Owners of Property: is Suffolk Suffolk County Tax Map No 1000, Section Block G_ Lot a 2. Subdivision Filed Map. Lot: Permit No. 5 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: v Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 0 ^ Applicant Signature *pF sO�j�®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a� roger.riche rt(ccD-town.southold.ny.us Southold,NY 11971-0959 ®lyC®U BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Keaveney Address: 4002 Old North Road City: Southold St: New York Zip: 11971 Budding Permit#• 39651 Section 55 Block: 2 Lot: 42 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Speed Electric License No: 32393-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 11 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt 1 Recessed Fixtures 17 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks 1 Disconnect Switches F8 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Paddle Fan, 3-ARC Fault Circuit Breakers, 1- GFCI Circuit Breakers Notes: Inspector Signature: ��,�_ Date: December 24, 2015 Electrical 81 Compliance Form.xls OF SO(/Tyol cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION, [ FOUNDATION 1 ST [ ] ROUGH, PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE- - INSPECTOR 2 pF SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST ] ROUGH ' BING FOUNDATION 2ND 11 LATION' FINAL FRAMING / STRAPPING F7 FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARK :-, d�3 n Av��,I DATE INSPECTOR V SO67UTy�Io cou NT`l,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] AULKING REMARKS: DATE �' �� INSPECTOR / OE SO(/l�olo ' G Q ` cOUNIV,� TOWN, OF SOUTHOLD BUILDING DEPT.. 765-1802 'INSPECTION . , [ ] FOUNDATION 1 ST [ ] ROUGH MBING [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: d 711 z L DATE LINSPECTOR 1' r I 0 � • 1 �, • 1 !. • • 1 • r 1 • r I1 • 1- t I1 ON sTATE ENEPGy cbDF, M © � AN 20,mal WOMEN Swl�� r IY, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ' Survey So utholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined G- ,20 Single&Separate Storm-Water Assessment Form Contact: p , ' ` i f Approved- 520 Mail to �Z2l,c�- ��IL��(�(til„ Disapproved a/c Phone: 495 ':406 2� Expiration d ,20Al- l Building Inspector - �� { ` f I PPLICATION FOR BUILDING PERMIT MAR 3 0 2015 Date 3 - 30 _, 20 l G7 z,i uu GFPr INSTRUCTIONS ICv-J UF SC!P111Ulh a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in'part for"any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold;Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,-and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder AOC -(I-nEc Name of owner of premises /Onu/S 6 /C��� Vz045Y (As on the fax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 46OZ_ ®ZV lUaP-7W /.0 c y&-Z D House Number Street � t t3 E�t :air iid4s� County Tax Map No. 1000 Section ' Bl .rBerAlUe, Lot OW flolazimtn a* Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building V Gd�'� Addition V �© Alteration Repair Removal Demolition Other Work (Description) Cost—4. Estimated CosO � Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature-and.extent ef-eaeh-ty 7 Dimensions of exi—I ct if any: Front 621 _ Depth 1 l Height ru 2 ! Number LD ensions Qfsame s rt ucture with alterations or additions: Fro�tl: Number of Stories 8. Dimensions of entire new c���io�n Eront � Rear 22 Depth �¢ Height 2O` Number of Stories / %/z r 9. Size of lot: Front 255,✓�� Rear &,:t 1 Depth 10. Date of Purchase 09—20/¢ Name of Former Owner leO9RY �,'1 11. Zone or use district in which premises are situated" 2---C 12. Does proposed construction violate'any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded?YES INO , Will excess fill be removed from premises? YES.V NO /33 T v146erLeo !'fir 14. Names of Owner of premises O.:�V,61460 Address'-I L P/bynwlPhone No.,54-/F-4'0_6�,-4,930 Name of Architect q,Z2'4 ,4-Je1lleu6&..&1 Address �f Phone No !�01-427 —d'624—' Name of Contractor Address Phone No. 15 a. Is this property within 100'feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Q 1jd�C Lle�lcuC�CrC�i being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the /iea, (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 � i day of 20 M BORN Notary ubl' PuW[%State of NewV** Knathre of Applicant No.01806317„038 II Qualified in Suffolk CouMy ftomission Expims Rm 22,2011 �r®gUFFQ,./r STO�][�I��1 WA\TIE�. Scott A. Russell SUPERVISOR � MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS ]PROJF-CT INVOLVE ANY OF TIME I;OLI LOwINC: Yes No (CHECK ALL THAT APPLY) ❑ . Clearing, grubbing, grading or stripping of land which affects more �,� than 5,000 square feet of ground surface. ❑Li d'B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑�, Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal ^ erosion hazard area. ❑090� Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑[ Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT* (Propert r, esig Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date- _ / �7 �j District NAME I C.Lo=(L J V HC ,G v T � 3-3o--19 9 Section Block Lot ' //_ �{7 **** FOR BUILDING DEPARTMENT USE ONLY**** Contact Information (O —���— U fi'r4phorc\umbers // A / Reviewed By. — — — — — — — — — — — — — — — Date: 3 .3 a Property Address/Location of Construction Work: — — — — — — — — — — — — o� np � �� �� Approved for processing Building Permit. Stormwater Management Control Plan Not Required. » � StormNvater Management Control Plan is Required 11 El (Forward to Engineering Department for Review.) Town Hall Annex O Telephone(631)765-1802 54375 Main Road 9 a2. P.O.Box 1179 Q roQend ert _ga`wr%sautt�0(tl.nV.uS Southold,NY 11971-0959 '� �l'��DUtdj't,�� - BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: p�- A-1• cP-4 Date: /S .Company Name: Name: C, 632 10 License No.: L L Address: .Po , ll AJ %J Jt6 Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: 5!5�Vt *Address: ® 2- 5 o . kCross Street: 'Phone No.: 'ermit No.: 6 �' fax Map District: 9000 Section: Block: Lot: `BRIEF DESCRIPTION OF WORK(Please Print Clearly) d � Int r 1 Q n, tJ C Please Circle All That Apply) Is job ready for inspection: ES NO Rough In Final Do you need a Temp Certificate; YES!(g) - . 'emp Information (If needed) Service Size: 1 Phase 3Phase 100 450 200 300 350 400 Other New Service: Re-connect Underground Number of Meters Change of Service Overhead ►dditional Information: PAYMENT DUE WITH APPLICATION rY (N10- 82-Request for Inspection Form ol10 SURVEY OF PROPERTY 15se VORP, AT SOUTHOLD Rte• TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 06T 1000-55-02-4.2 31 S ,2o341e'F `nom � � JA1' ' N. 30, 2002 A s w OCT. 7, 2014 JO, y m I � � O ' 4' Z 14 i Cb _ Ctl m � ~CU - A� ffly� �Pit — ---- ------- j / P s e CERTIFIED TO: \ FIDELITY NATIONAL TITLE INSURANCE COMPANY % 3 Z DENISE K.KEAVENEY / • SUFFOLK COUNTY NATIONAL BANK,its successors and/or assigns O . N,j•1¢ape` -154,86, 196- NiV�G Cp UN77'pF 49618 pLKc /`• ter. PECO( ANY ALTER4TIEN OR,ADDITION TO THIS SLRVEY IS A VIOLATION 0631) u c"' FAX:(631) 765-1797 OF MC77M 7209 of TFE WV YORK STATE MrATION LAW. AREA=39,861 SF, P. 0. BOX 989 EXCEPT AS PER SECTION 7209 SUBDIWSION P- ALL CEI?TFICATIONS ®MONUMENT ` ''W VALM FOR I fffS W NU COPIEST'�DF O`1`Y IF OR 8,9151 ACRES 1230 TRAVELER STREET SAID W OR COPIE9 BEAR THE Ih�SSED SEAL OF THE SURVEYOR •=PIPE SOUTHOLD, N Y, 11971 02 - 109 WHOSE SIGVATu4E APPEARS HES r GARAGE 12'-6" 22'-0" " Z ADDITION J 2 TO THE I 3- CW15 WOOD DECK PRESSURE TREATED 5/06 WOOD DECKING I UP RESIDENCE ON 2X6 TRT'D DECK JOISTS 9 16" O.C. ON 4X4 TRT'D POSTS ANCHORED INTO I —__ —__ —__ 1> — _ _ 8"x8"X16" SOLID CONCRETE BLOCK DBL_FRAMING AR_OUND STAIR_OPENING � SOUTHOLD, NY 2X8 C.J. @ 16" O.C. 4002 OLD NORTH RD 53 SF WOOD DECK I I o - o ARCHITECT 2 FRANK UEUINDAHL o 123 CENTRAL AVENUE P.0 BOX 316 GREENPORT,NY 11944 TEL 631-477 8624 CLG.HEIGHT: 7 0" 0 _ 2POS � (3X8) _ o OWNER DENISE KEAVENEY (2) 1.75"X14" BEAM 6 N 133 RNBER RIDGE DRIVE HOLM,NY 11741 TEL:917-805 8330 GARAGE WOOD DECK (UNHEATED AT GRADE — — CATHEDRAL CEILING THIS AREA �3 SF WOOD DECK EXTENSION s p ELT PANEL 3 F s/gyp 4,10 8," 8'X7' OVERHEAD GARAGE DOOR 4E g 'ah 6"step up CW15 �m Z RL+a 5'-0" J 2'-8" J 3'-6" J 8'-4" J 2'-6" J N EXISTING PAVED PATIO ee o DATE: 12/15/2015 SCALE. 1/4"-f-O" FLOOR PLAN Ig FLOOR PLANS SCALE: 1/4" = 1'-0" o DWG.NAIVE DWELLING s DWG.NO e� J r r I, j GARAGE 12'-6" 222_0" w ADDITION 3,_2„ Z TO THE J_ N J CW15 z w J WOOD DECK wN PRESSURE TREATED 5/06 WOOD DECKING I I :UP ON 2X6 TRT'D DECK JOISTS @ 16, O.C. 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ND + a a ©Q GARAGE FOUNDATION NOTES DESIGN CRITERIA: ADDITION STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 0 Z TO THE READY MIX CONCRETE. GROUND SNOW LOAD - 45 PSF. ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON LIVING AREAS AND DECKS - 40 PSF. UNDISTURBED SOIL, SLEEPING AREA - 30 PSF. W ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. WIND SPEED - 120 MPH o SEISMIC DESIGN CATEGORY - B COVERED WALKWAY: WEATHERING - SEVERE FROST LINE DEPTH - 36" TERMITE - MODERATE TO HEAVY - RESIDENCE 6 THICK POURED CONCRETE SLAB DECAY - SLIGHT OVER CRUSHED CONCRETE LAYER — — — — -- — -- — — — — — — — — — ICE SHIELD UNDERLAYMENT REQUIRED YES OVER COMPACTED FILL DESIGN IN ACCORDANCE WITH AMERICAN FOREST ------ r- — — — — — — — — — — — — — — - PRODUCTS WOOD FRAME CONSTRUCTION MANUAL SOUTHOLD, NY ALTERNATE; I I FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD 4002 OLD NORTH RD CONCRETE PAVERS TO MATCH EXISTING WINDBORNE z FOUNDATION I I I I I o ARCHITECT DEBRIS PROTECTION SCHEDULE 2"X4" TREATED SILLI I I I I m FRANK UELLENDAHL N 5/8" X 12" ANCHOR BOLTS 4'-0" O.C. 0 123 CENTRAL AVENUE � I "% �"� I PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS � P,O.BOX 316 8" POURED CONCRETE FOUNDATION WALL ON I I % GRTEL- 631 NY 11944 1'-4" X 8" POURED CONC, FOOTING W/ KEYWAY PACINGOF MIN ?1261NCHESINCH WIARE TH 2T0/BE#PROV DED 6 WD SCREWS,0 OVER w TEL 631-477 8624 3— 4 REBARS — 3" ABOVE BOTTOM OF FOOTING I - I THE GLAZED OPENINGS OF THE PROPOSED EXTENSION J OWNER SILL SEAL & TERMITE SHIELD I I I II 133 TIDENISE MBER RIKEAVDRI E 4" POURED CONCRETE SLAB WITH 6X6 10/10 WWM I I GARAGE ;-; WINDOW SCHEDULE I I ;;; HOLBROOK, NY 11741 OVER COMPACTED FILL I I SLAB ON GRADE ;: I 3 TEL: 917-805 8330 SLAB TO BE PITCHED TOWARDS GARAGE DOOR 4" CONC. SLAB WITH I - PROPOSED WINDOWS ARE ANDERSEN PRODUCTS, 200 SERIES ' 6X6 10 10 WWM "' WHITE EXTERIOR, PINE ON INSIDE (UNFINISHED), NO GRILLES �R�D q OVER COMPACTED FILL I N GLASS TO BE HIGH PERFORMANCE LOW-E INSULATING GLASS U (�9 .-= I I SCREENS TO BE PROVIDED ON ALL WINDOWS 6x6 T�T'D POST I ' WINDOW HARDWARE: ESTATE SERIES, COLOR: SATIN NICKEL cn ON 12 DIA CONC. FOOTING wo WITH RIGID PLASTIC FOOTING FORM I I I I I Mark Size Description Quantity �'o FIR A CW15 L CASEMENT 2 o I I B A41 AWNING 1 `p N I -'" o '; I C S118 ThermaTru ENTRY DOOR 32"X80" 1 p o I ;' D 8X7 GARAGE DOOR: WOOD, OVERHEAD 14 M CD Z E CW16 L CASEMENT 1CD F FLEX FRAME 1 � I I G AW251 AWNING 1 DROP FOUNDATION WALL v 3 N I I I I GENERAL NOTESCD a L — — — — — — — — — — — — — J 1. ALL WORK MATERIAL AND EQUIPMENT SHALL BE IN W C" ACCORDANCE WITH THE NEW YORK STATE UNIFORM L — — — — — — — — — — — — — BUILDING CODE, AND THE NEW YORK STATE ENERGY o N �+ CONSERVATION CODE, AND LOCAL AUTHORITIES. o 6x6 TRT'D POST2. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 8 ON 12" DIA CONC. FOOTING 4'—7 1/2" $ 51-711 $ —4 21-511 LARCH STRUCTURAL GRADE #2 OR BETTER. _ DATE: 03/24/2015 » 3. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 51-01) -D INSURANCE NECESSARY TO PROTECT THE ENGINEER Z SCALE: 1/4" = i'-0" AND OWNER. =o FOUNDATION PLAN 4. DO NOT BACKFILL AGAINST FOUNDATION WALLS Design Criteria UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. Window Schedule TO FOUNDATION PLAN 5 FAICILITATEWI CONSTRUCTION WING IS AN TRAANMDENTSHALL P NOTD BE DWG. NAME CONSTRUED AS A CONTRACT BETWEEN BUILDER AND A-2 OWNER. SCALE: 1/4" = 1'-0" DWG NO ®4 GARAGE �E ADDITION Z TO THE J W 111_0,1 11,_011 J 221_01) J » U , » - - 1 „ 101-6" ,�J .I 5 -0 J - - - 17 -0 21-7 3 _2 z 0 R-23 INSULATION CD RESIDENCE CW16 UNDER WORKSHOP NEEMONIN M\ME\a'El _ J o WALL HEIGHT: 11'-2" ® SOUTHOLD, NY i DN = o I HOSE BIB iI Up - 4002 OLD NORTH RD I - `i' - - - - -ice o XC3 DBL FRAMING AROUND STAIR OPENING o ARCHITECT o I WORK SHOP 2X8 C.J. @ 16" O.C. m FRANK RELLENDAHL 123 CENAVENUE r, STORAGE I 0� I x CENTRAL go GREENPORT, NY 11944 W TEL: 631-477 8624 L_ N I Oo Oo J OWNER I 2X8 F.J. @ 16" O.C. Z DENISE KEAVENEY 133 TIMBER RIDGE DRIVE r, r I ' '1 HOLBROOK, NY 11741 3 TEL: 917-805 8330 CLG.HEIGHT: 7 0 Y WALL HEIGHT: 6'-8" (2) 1.15"x9.5" BEAM o _ — _ _ — — _ _I _Lj CW125 `' `i' (2) 1.75"x9.5" BEAM41 '✓ �, 2'-7" I < L�jGARAGE ; GARAGE o I I BELOW (UNHEATED CD NII CATHEDRAL CEILING I �' THIS AREA unCc_— CID ELT PANEL � W vl I 0 1 I N 2X6 R.R. @ 16" O.C,I 12X6 R.R. @ 1611 O.C. 32"x8 8'X7' OVERHEAD GARAGE DOOR 10 ® i P - - - - - - - 1 W N CW15 M g U f 1/ ) » )1 � 2'-8" 3 -6 8 -4 21-6 DATE: D3/24/2015 J 5'-O" 17 -O W SCALE: 1/4" = 1'-0° W fn �z 0 Y FLOOR PLANS 0 2ND FLOOR PLAN 1 ST FLOOR PLAN = DWG. NAME 77l 1 » 11 , 11 ao A- 1 SCALE: 1/4" = 1 -0 SCALE: 1/4" = 1 -0 0 DWG. NO GARAGE ADDITION J ROOF WALL o Z TO THE CONTINUOUS RIDGE VENT 2"X4" WOOD STUDS @ 16" O.C. 1 X4.5 VENTED VERSATEX FRIEZE BD. W/ INSECT SCREEN 1/2" CDX PLYWOOD 30 YR ARCH'L GRADE ROOF SHINGLE ON DECKARMOR TYVEK HOUSE WRAP OR #30 FELT PAPER IN 120MPH REGION: 6 NAILS PER SHINGLE REQU'D RED CEDAR SHAKES TO MATCH RESIDENCE FOLLOW MANUFACTORER'S GUIDELINES FOR INSTALLATION ALL TRIM AND GUTTERS TO MATCH RESIDENCE ASPHALT SHINGLES TO MATCH RESIDENCE 36" WIDE ICE AND WATER SHIELD 1/2" CDX PLYWOOD SHEATHING RESIDENCE 2XX6 ROOF RAFTERS 16 O.C. R-23 STONEWOOL INSULATION (E.G. ROXUL) 1/2" DRYWALL SOUTHOLD, NY 4002 OLD NORTH RD z 0 HURRICANE CLIPS EACH RAFTER TO STUD Z ARCHITECT FRANK UELLENDAHL 11'-O' 0 123 CENTRAL AVENUE 2X4 STUD WALL @ 16" O,C. w/ R-15 INSULATION P.O.BOX 316 S2 GREENPORT, NY 11944 CONT. RIDGE VENT 2x6 HEADER @ POCKET DOOR TEL: 631-477 8624 RIDGE STRAP EA. RAFTER PAIR (2) (2)1.75"x7.25" RIDGE BEAM 2X4 R.R. ABOVE STAIR OWNER ROOF: Z DENISE KEAVENEY ASPHA T SHINGLES TO MATCH EXT'G I I 133 TIMBER RIDGE DRIVE ON 12" CDX PLYWOOD SHEATHING HOLBROOK, NY 11741 — I I TEL: 917-805 8330 2x R-23 R. Q R. @ 16" O.C. Z HURRICANE CLIP I w7 STONEWOOL INSULATION 00 I I �Ft WORKSHOP I I JEQ yti o (2)1.75"x7 GIRDER: .25" LVL I I cr L 11'-0" 11'-O" STRAP 6X6POST I I o TO (2 )1.75,x9.5 LVL HEADER -- - - - - - - - - - - "STRAP CONTINUOUS (2) 2X4 TOP PLATE R-23 INSULATION(2) 1.75"x9.5" LVL BEAM STAIR: N COLUPMNp I o 11R @ 8.25 x 8 � VERSATEX N tempered glass = z COLUMN BASE COLUMN BASE CBSQ66-SDS2 I CBSQ66-SDS2 PAINTED CONCRETE FLOOR o OO f. .�. R.a •4 O j. f •q O j � N • Q ~ Q W N °�• � •qf � � Z M C L DATE: 03/24/2015 4'-8" 17'-0" 4'-8 1/2 17,_0" SCALE- 1/4" = 1'-0" 6X61T POST 6X6 Tf,T'D POST o SECTION A-A ON 12' DIA CONC. SONATUBE FOOTING ON 12' DIA CONC. FOOTING SECTION B-B WITH RIGID PLASTIC FOOTING FORM o Z lt]4 CROSS SECTION B-B CROSS SECTION A-ADWG, NAME o A-4 SCALE: 1/4" = l'-O" SCALE: 1/4" = l'-O" -2 DWG. NO 9¢ GARAGE W ADDITION Z TO THE J 11 it 11 1111 IL U-LjjI I u 11 U.-LL IT 11 11 IT 11 11 IT 11 11 fill] 11 If 11 11 IT 11 111111 1 fill 1 111111 111111 11 IT 11 J X W D W U Z W U N y I 1 11 11 IT 11 11111 1 1111 1 1111 11 11 1 11 IT 11 111111 11 IT 11 1111 Ill IIITII fill 11 111111 111111111111 111111 IIITII 11111CO = RESIDENCE 111 11 1111 11 ILIH IT 11 IT 11 O I IT 11 11 IT 11 11 IT 11 111111 11 IT I 1 11 IT 11 111111 1 111111 If IT 11 1111 SOUTHOLD, NY 111111 Ili]11 fill 11 111111 111111 Ill]11111 IITII fill 11 fill 11 HITT WITH HITT 111111 Ill C4 4002 OLD NORTH RD IIITII 111111 111111 111111 111111 MIT 111111 0 it HIT 111111 111111 111111 111111 fill 11 fill 11 11 MIT WITH I If 11 1111 11 1111 11 1111 11 1111 11 11 H 11 IT S.J"' ill I IT 11 11 IT 1 111111 1111 1 ill fill 11 11 T 11 111111 1111 11 111111 11 IT 11 HIT 11 111111,11,11 I Ill 11 IT I I I U-LLj I Li 11 LLUJI 11 If 11 11 IT 11 11 IT 11 11 IT II Ill H IT It Ill 11 1111 11 1111111 C �ax W ', ' T I IT 11 111111 11 IT 5 ARCHITECT P, b. o IT 11 IT Hit If 11 11 111111 (Ill 11 11 T 11 11 If 11 1111 11 11-1111 11 �;•, m FRANK UELLENDAHL 11 it 11 1111 11 1111 T fill 11 U u-11 it 11 1 it 1111 it 11 11 123 CENTRAL AVENUE oTITT- P.OWX 316 U Li 11 Lu ,\, � �- �n ' �` , GREENPORT, NY 11944 ` " TEL• 631-477 8624 it PlIll Jill, I 1111.ULdJL. T I I T I I Tr�91 "p, - OWNER ITTFTT-TTTF-- 11 1111111 111 I'll 11 111'ill 111 Diu ji s, 00 I a 11 / J � M w DENISE KEAVENEY 133 TIMBER RIDGE DRIVE HOLBROOK, NY 11741 WEST ELEVATION EAST ELEVATION, 15'-0" TEL: 917-805 8330 SIDE YARD N- i L4 1 n �JIBI 11 It IT HIT J.ILU oz. Ili Ill it 111 11 11111 11 11 11 IT 11 11 IT I IT IT 11 11 IT It 11 If It 11 IT T 11 11 IT 11 $ d N U Z J b 11111 it 11 IT 11 MIT IIIIII ill d CQ111111 Ill]11 y fit 111TIf 111111 111111 IIITII Ill R Qv H pZZ Q 1111 IT [7 J O ccHill I ill 11111 111111 ill d m N _I U N 4 I U[III HITT 111111 IIITII 11111 1 1111 IIITII IIITII IIITII Ill if HITT MIR 111111 on TlI IIITII HITT IllfilITT 11 11 IT 11 11 IT Ill IIII 1111 11 111111 W u") p O 111111 HITT HIT 11 111111 fill 11 111111 111111 fill 11 Hli I 11 IT 11 11 IT 11 1111 It 11 IT 11 11 IT 11 111111 11 / p I HIT 11 111111 1111 Ill 11 111111 IlITII HITT Ill T 11 111111 11 IT 11 11 IT 11 11 1111 It 11 111 Ill 111111 fill 11 Ht I it 11 11 it 11 11 if 11 it 1111 1 111111 IlT 11 111111 1 if 11 111111 11 IT 11 11 U DATE- 03/23/2015 Will HITT 1111111 1 111111 HITT 111111 11111 IlIfIl 1111 11 IIITII-I 1 11 if 11 11 1111 11 W SCALE: 3/16" = V-0-' fill it fill 11 fill 11 Ill IIITI 111 1111 lilli Jill 11 111111 111111 if 11 W(/ 1111 Lill It 11 IT it 11 11 HIT Ii I H I I If 11 1111 11 11 if 11 11 if 11 Ill fill 11 1 1 p z 0 ELEVATIONS NORTH ELEVATION SOUTH ELEVATION N z DWG NAME A-5 g'D DWG. NO GARAGE • RIDGE STRAPS EACH RAFTER PAIR ADDITION ICE SHIELD UNDERLAYMENT REQUIRED - 24" FROM EDGE o TO THE MIN 2'-0" HURRICANE CLIP N TYPICAL. X W D W " U Z W U J N Z RESIDENCE I 0 SIMPSON 1-12A HURRICAN p� CLIP NAILED. FROM PROVIDE 8d COMMON = SOUTHOLD, IVY RAFTER TO STUD. - NAILS ® 4" O.C. AT TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL 4002 OLD NORTH RD FILL ALL NAIL HOLES SHEATHING. \ W CD Z • J APA RATED PLYWOOD TO CD0 ARCHITECT EXTEND TO TOP OF TOP PLATE. \ J FRANK UELLENDAHL \ 0 123 CENTRAL AVENUE P,O,BOX 316 GREENPORT, NY 11944 \ w TEL- 631-477 8624 \ 2) 1 1/4" WIDE – 20 GAGE OWNER MEETAL STRAPS AT DOOR FOR o DENISE KEAVENEY R.O. FOR GARAGE DOOR HEADER TO STUD CONNECTION z WITH TRIPLE JACK STUDS W 133 TIMBER RIDGE DRIVE = HOLBROOK, NY 11741 INSTALL SIMPSON 3 TEL: 917-805 8330 ,,,—HTT16 TENSION TIES AT JACK STUDS 8� AT GARAGE DOOR W ERED A�9 s ACQ SILL PLATE jr��TOP OF FOUNDATION Al WRAP + NAIL STRAP ( 4 – 4d NAILS ) AROUND SILL PLATE I AT ANCHOR BOLT 1 1/4" WIDE – 20 GAGE METAL STRAP @ 48" OC. /--1 1 4 WIDE – 20 GAGE a GARAGE 5 - 8d NAILS ME AL STRAP @ 48" OC. a SLAB N GRADE MAXIMUM. c (2) #5 R B RS NAIL SHEATHING TO SILL PLATE 8d NAILS ® 4' O.C. Z 4" CONC. S AB ; ;�:: ,.�-..7:: ?:.i;�;:r ;-.=::T ::;;"• /', .^t',''�'i,_ :•'tom __ • �i:��•' '^�=':�: ''i"�:;';';.: .")i;.; :�,=�t.:'' m 2 x 4 SILL PLATE ;;'; "�:.`•=�; .•��•";:, ::;�• - ':;. r• ;l•"•:'.;'; �,. _ ,,;�:= i , �P`5� ,t:l. :[-` ;'' :i` t!K I•:�"s�:-.' 's-,}v,: :�,•:;':i`''• =f.•rJ i�,i v,_ o ACQ TREATED. .i:;:;'. ";;�= ,',:` '` ;i.'� •; •w�'' �'' "�3• .;•'' ALUMINUM TERMITE FLASHING ;;r; ;i:+ "a;,'.r:' ±;Z;';•'.:' _ {. i;?�< ,' � >,/�-•rY•. .'J.' ,k..�',fyY.,.�.'. j��.r.: .L.`��_b••S li i• :t•!.4�•�iJ'� • .•f♦ ;i" 5/8" X 12 (<�A.B. 48" OC. ::;:." :a' %;k:•';;•:' _ ";':+•. ,�• t.. ^i::>''., 8„ P.C.FOUNDATION W/ 1'-4” X 8" CONT „ / Y7•., iY':;1.%t,' '}'..5 r ' ..':r ,r� f• r� iJ;.t . FTG. i, � W/ 3X3"x3/16" FENDER WASHER. t;°; � %;t. - s};,i;.'=`:;'•';i;.4 -;I:i}Ji:,;iN"'.S:" .,?�`:'J .::%•-'r':•:`'•''i':;:, r.,.�,,• _ :•i;;,•.-.j!'J, o , , ; . ., <. ,•. -�!•`• -. (max. 12" from end of sill plates) < ri:; >F,:• ;.. t:s;.,. ;. ', :r ,;. : ;•.: o DATE: 03/24/2015 ( N SCALE: N.T.S. 3) #4 REBARS CRITICAL PATH ;;; ;•;' Y CONNECTIONS 0 SECTION ELEVATION az DWG NAME A-7 HOLD DOWN + SHEAR CONNECTION CRITICAL PATH o DWG. NO ®J AGE FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM1 ADDITION ON Joint Description Nail Sizes Nail Spacing o TO THE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED w DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR ROOF FRAMING BETTER. X Rafter to Top Plate (Toe-nailed) - all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 - 8d per rafter x 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Ceiling Joist to Top Plate (Toe-nailed n/a per joist o MIN. THICKNESS OR AS NOTED. Ceiling Joist to Parallel Ranter (Foo-nailed n/a each lap Ceiling Joist Laps ov r Partitions Face-nailed) n/a each lap Collar Tie to Rafter Face-nailed) n/a per tie N 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, Blocking to Rafter ( o -nailed) 2 - 8d each end Z EXPOSURE 1, 3 4 MIN. THICKNESS. ALL EDGES OF Rim Board to Rafter End-nailed) 2 - 16d each end PLYWOOD TO BI I SET ON SOLID BLOCKING, GLUE AND RESIDENCE NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Fac -nailed), 2 - 16d ' per foot EE WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Top Plates at ntersections Face-nailed) 4 - 16d joints-goch side SOUTHOLD, NY TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud Face-nailed) 2 - 16d 24 o.c. 4002 OLD NORTH RD MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face-nailed) 16d 16 o.c. along edges N 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 20 stud o AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 2 - 16d per 2x6 stud 2 - 16d per 2x8 stud ® 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR o ARCHITECT CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Ba ndjoist,Endjoist or Blocking (Face-nailed) 2 - 16d ''2 per foot m FRANK UELLENDAHL 0 123 CENTRAL AVENUE 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, FLOOR FRAMING P,O,BOX 316 stairs etc. OR AS NOTED ON DRAWINGS. GREENPORT, NY 11944 Joist to Sill Top Plate or irder (Toe-nailed) 4 - 8d per joist w TEL: 631-477 8624 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Bridging to Joist Toe-nailed 2 - 8d each end PARTITIONS OR AS NOTED ON DRAWINGS. Blocking to Joist (Toe-naile 2 - 8d each end J OWNER Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block = 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Led er Strip to Beam (Face-nailed) 3 - 16d each joist Z DENISE KEAVENEY WITH RATED GALVANIZED METAL CONNECTORS N Join on Ledger to earn (Toe-nailed) 3 - 8d per joist 133 TIMBER RIDGE DRIVE Band Joist to Joist End-nailed) 3 - 16d per foist HOLBROOK, NY 11741 "TECO OR APPROVED EQUAL. Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per foot TEL: 917-805 8330 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. ROOF SHEATHING q; p BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Structural Panels 8d 4" o.c.„perimeter zone ALL EXTERIOR NAILS SHALL BE GALVANIZED, other 6 o.c, edges of �1 panel, 12 ox, interior 1 4 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" of panel Diagonal Boar 'Shea hin o.c. EXTERIOR EDGES AND 6 d (� 12" o.c. 9 1„ x 6q'"or 1 x98" 2 - 8d per support j INTERMEDIATE. 1 x 10 or wider 3 - 8d per support 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEATHING , AND WATERPROOFING SHALL BE BY ARCHITECT, Gypsum Wallboard 5d 7" edge / 10" field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE ! WALL SHEATHING AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "TECO" OR APPROVED EQUAL. FORN TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Structural Panels 8d 6" edge / 12" field Fiberboard Panels CLIPS AT ALL PERIMETER JOIST TO GIRDER CONNECTIONS. 7 / 16 6d 3" edge / 6" field 25 / 32" 8d 3" edge / 6" field z 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL Gypsum Wallboard 5d 1" edge / 10" field CD PRODUCTS OR EQUAL, ALL JOISTS, GIRDERS AND Hardboard 8d 6edge / 12field � HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED Particleboard Panels 8d 6�� edge / 12„ field AS PER MANUFACTURERS RECOMMENDATIONS. WEB Diagonal Board Sheathing STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND1o a ” �or 1" x 8" 2 - 8d per support BEARING POINTS AT A MINIMUM. 1" x 6"x 10° or wider 3 - 8d per support o HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHING RECOMMENDATIONS. DATE: 03/24/2015 Structural Panels W SCALE: N.T.S. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE TRUSSLOK CONNECTORS 1 or less 8d 6" edge / 1;" field BY FastenMoster ® 16 O.C. greater than 1 10d 6 edge / 6 field =o Nailing Schedule Diagonal Board Sheathing " Z FRAMING NOTES x : : 1 x 6 or 1 x 8 2 - 8d per support Q W 1" x 10" or wider 3 - 8d per support 16° 16° z DWG NAME Nailing requirements are based on wall sheathing nailed 6 on-center at the panel edge. If wall sheathing is nailed 3 on-center at the panel edge to obtain higher shear capacities nailing requirements�tor structural members shall A_8 be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. DWG. NO 2 When wall sheathinq�is continuous over connected members , the tabulated number of nails shalt be permitted to 0 be reduced to 1 - lbd nail per foot.