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Tr2zsgi t. ' i Town of Southold 1/15/2016 .490 ‘ P.O. Box 1179 '� 53095 Main Rd Southold,New York 11971 ,m-rtr=ul CERTIFICATE OF OCCUPANCY No: 38043 Date: 1/15/2016 THIS CERTIFIES that the building ACCESSORY Location of Property: 715 Sound Ave, Mattituck SCTM#: 473889 Sec/Block/Lot: 120.-1-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/1/2014 pursuant to which Building Permit No. 38842 dated 5/2/2014 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: Accessory building as applied for. The certificate is issued to Harbes Farm Mattituck LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38842 5/27/2015 PLUMBERS CERTIFICATION DATED iq .orzed-Signature ,sazafott 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#: 38842 Date: 5/2/2014 Permission is hereby granted to: Harbes Farm Mattituck LLC PO BOX 1524 Mattituck, NY 11952 To: Accessory building as applied for. At premises located at: 715 Sound Ave SCTM # 473889 Sec/Block/Lot# 120.-1-4 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 11/1/2015. Fees: COMMERCIAL ACCESSORY BUILDING OR ADDITION $228.00 CO -ACCESSORY BUILDING $50.00 Total: $278.00 Buildi g 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 $1' 10 Date. Ak NA........ca- p..0 p 0 15 New Construction: Old or Pre-existing Building: /" Ilk k one) Location of Property: 71 5 C.�-�4\ N. ", House No. Street Hamlet Owner or Owners of Property: 4—•c\e S t—,... r`..te LL c� ii 2. 7-(.. Suffolk County Tax Map No 1000, Section x )47 itilock / Lot 44- Subdivision Filed Map. n Lot: Permit No. 3 4 rJ Date of Permit. Applicant: �' 6-4+..,rc--,n.`� -‘,..t\be.S Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature /'.or iii ..� ll ,• • c,.., ,74' •, Mop: ,\ Town Hall Annex �� /...z.. : Telephone(631)765-1802 54375 Main Road � ill Z Fax(631)765-9502 P.O. Box 1179 % G Q Southold,NY 11971-0959 1, �,1� c��s,aI roger.richert(a�town.southold.ny.us eei __iii I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Harbes Farm Mattituck LLC Address: 715 Sound Avenue City: Mattituck St: New York Zip. 11952 Building Permit#: 38842 Section. 120 Block: 1 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Castle Property Maintenani License No 5120-E SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel 1-100A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment: Accessory Building, 1- 30A Recepticle, 1- 50A Recepticle, 2- Paddle Fans, Lines For Future"Exit"Signs. Notes: Inspector Signature: Date: May 27, 2015 Electrical 81 Compliance Form.xls •pF SOpcc j�lo $4&14i 3e82-42- TOWN e824LTOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY !)4E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: o&A - 1 -i� IIS Ei(PlYs-o ST -+- -AcO e;r-444, Dr . 2 DATE INSPECTOR • FIELDINSPECiON REPORT DATE 'COMMSNTS • • • FOUNDATION(1ST) FOUNDATION(SND) .. �o txj --- . d. = —.. .. . O •cA • • ROUGH FR4.110 N & PLUNVIBING f • • Crf INSULATION PER N.Y. . STATE ENERGY CODE . • /7‘ • FINAL Nd PI (kr i.f . • • ADD IONAL COMMS?TS / ;77:51/Yc 5. -M4'..yo s-d�- I� �PC 'IC Q- 0 o e'2-/ C • • u0 • • • • • • ' ►�j 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 SoutholdTown.NorthFork.net PERMIT NO. 3 Sec-4' Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,r/ ,20iti Storm-Water Assessment Form J 2_ Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration ((( � ,20 �'5—'141 404P Building Inspector APPLICATION FOR BUILDING PERMIT 7 Date . / , 20 / t/ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ( ignature of applicant or name,if a corporation) "'/4( /S2 y *S41, 4 Py mrz (Mailing address of applicant) State whether applicant is owner lessee, agent, architect, engineer, general contractor, electrician, plumber or builder bcsf-4,< h LL ` Name of owner of premises N y I e r 1-4 L < 7 /V,- L (As on the tax roll or latest deed) If applicant is/a corporation,/ signature of duly authorized officer 114 t,.�O k4 4A-c,l I w h c t — (Name an title of corporate orate ofcer)' Builders License No. 0 — Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be on : 7( s S�vwc/ 4 M� �l l �C House Number Street Hamlet County Tax Map No. 1000 Section ( J Block ( Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and iptended use anoccupancy of proposed construction: a. Existing use and occupancy i ►. w, s 1 Q i.,.c/ S v e..ee V b. Intended use and occupancy tt'Q „ r,,, S 114 ai P(44./ / 4 yr `k 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work c ow P fel l t { lie s 4..e H V i54141 (Description) bv,(Ji&.j • 4. Estimated Cost Fee 1 (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 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 NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES 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: COUNT OF dzit/Lo being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Public,Stated New York (S)He is the No.018U6185050 (Contractor,Agent,Corporate Officer, etc.) Qualified in Suffolk County Commission Expires April 14,2 �(o 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 -- day of 20 )9 _ _' C\.NJ--4 L N--cik Siitikl /(12-4 Notary Public Signature of Applicant Office Location: ', �OOF $Q(�rO Mailing Address: Town Annex/First Floor,Capital One Bank ��� ~ 53095 Main Road 54375 Main Road(at Youngs Avenue) ; ; P.O. Box 1179 Southold,NY 11971 �yo,,',� Southold, NY 11971-0959 ��COUNTY,\\`'''ECE '" \--N ''''' � http://southoldtown.northfork.net MAR 25 2010 BOARD OF APPEALS TOWN OF SOUTHOLD BLDG.DEPT Tel. (631) 765-1809 Fax(631)765-9064 TOWN OF SOL'TNOED FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 16, 2010 ZBA: FILE 6106B NAME OF APPLICANT: Harbes Family Farm, LLC PROPERTY LOCATION: 715 Hallock Lane, (Sound Avenue) Mattituck CTM#1000-120-1-4 SEQRA DETERMINATION: The Southold Town Planning Board, as lead agency, pursuant to State Environmental Quality Review (SEQR) (6 NYCRR, Part 617.5 (c) 3), has determined that the proposed action is a Type II Action, and is not subject to review under SEQR. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated May 20, 2009 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application is not subject to review under Chapter 268 because the variance relief requested does not involve features that relate to a regulated natural feature or a bulkhead or other shoreline. PROPERTY FACTS/DESCRIPTION: The subject property is a 7.53 acre parcel as shown on the survey prepared by Howard W. Young, LLS dated July 30, 2007. The property has 351.13 feet of frontage on Sound Ave. (County Road 48) and 1,110.91 feet of frontage on Hallock Ave. The property is improved with farm buildings, a farm stand and parking areas. The parcel is in an AC district. BASIS OF APPLICATION: Request for Variances from Code Section 280-13A(4)C, based on an application for change of use and the Building Inspector's amended September 25, 2009 Notice of Disapproval concerning the proposed conversion of existing farm buildings to winery buildings is not permitted: 1) Building No.10 is located at less than the code required 100 foot setback from Sound Ave., 2) Building No's. 2, 3 and 4 are located at less than the code required 100 foot setback from Hallock Lane. RELIEF REQUESTED: The applicant requests relief from the minimum 100 foot setback from a major road requirement for winery buildings. The applicant proposes to convert pre-existing Building No's 2, 3, 4 and 10 from farm buildings to winery buildings. Pre-existing Building No.2 is setback 40.9 feet from Hallock Ave., pre-existing Building No. 3 is setback 33.4 feet from Hallock Ave., pre-existing Building No. 4 is setback 8.7 feet from Hallock Ave. and pre-existing building No. 10 is setback 89+/-feet from Sound Ave. as shown on the Site Plan prepared by Young & Young, dated July 30, 2007 (sheet No. AS, entitled: Alignment and Schedule Plan). The pre-existing farm buildings will require an area variance from the minimum 100 foot setback from a major road when converted to winery buildings. Page 2—March 16,2010 • ZBA Fii ##6106B—Harbes Family Farm,LLC CTM. 1000-120-1-4 at 715 Hallock Lane(Sound Ave.),Mattituck ADDITIONAL INFORMATION: The adjacent parcels to the North, South and West of the subject parcel are Agricultural and owned by the applicant. The adjacent single parcel to the East of the subject parcel is Agricultural and owned by other(s). The applicant's parcel is a corner lot fronting Sound Ave. (County Road 48), a major thoroughfare, and having a second front yard on Hallock Ave., not a major thoroughfare. There is no definition in the Code for "major road", therefore under this Appeal, the Board considers Hallock Ave. a private road and not a "major road" with respect to Article III, Section 280-13 A(4)C. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application February 25, 2010, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(1) Granting of the requested variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject buildings are pre-existing barn-style farm buildings and the change of use to proposed winery buildings would continue to promote the barn-style architecture and agricultural character of this neighborhood. There has been no testimony or evidence submitted to suggest that the granting of variances for these buildings would be a detriment to nearby properties. 2. Town Law §267-b(3)(b)(2) The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The subject buildings are farm buildings in their pre-existing location and a change of use to a winery building would require a setback variance due to their pre-existing location. The pre-existing farm buildings that the applicant desires to use would have to be physically relocated to the 100 foot setback requirement to comply with the Code. A physical relocation of these buildings is not feasible because there already exists other buildings and structures, in the location(s) where these buildings would have to be relocated to, in order to conform to the 100 foot setback requirement. 3. Town Law §267-b(3)(b)(3) The variance requested herein for Building No.10 of 11 feet (11%) to a 100 foot setback requirement from Sound Ave. (a major road) is not mathematically substantial. The variances requested herein for, Building No.2 of 59.1 feet (59%), Building No.3 of 66.6 feet (67%), and Building No.4 of 91.3 feet (91%) to a 100 foot setback requirement from Hallock Ave. (a private road and not a major thoroughfare) are mathematically substantial. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this agricultural community will have an adverse impact on the physical or environmental conditions in the neighborhood. The conversion of 3200 +/- square foot Building No.4 to a Wine Tasting Room will consequently increase the vehicular use of Hallock Ave. The proposed Site Plan addresses parking, and testimony by the applicant stated they will make road improvements to Hallock Ave., to mitigate its increased vehicular use. 5. Town Law §267-b(3)(b)(5) The difficulty has been self-created insofar as it is the applicant's desire to change the use of pre-existing farm buildings to proposed winery buildings, which subsequently will then subject the proposed winery buildings to the 100 foot setback requirement from a major road. The applicant's desire to engage in the Wine Business and convert the use of pre-existing farm buildings to winery buildings are a practical and efficient use of existing buildings. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of converting the use of pre-existing farm buildings to winery Page 3—March 16,2010 ' ZBA Fil #6106B—Harbes Family Farm,LLC CTM: 1000-120-1-4 at 715 Hallock Lane(Sound Ave.),Mattituck buildings while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Goehringer, and duly carried, to GRANT the variances as applied for, and shown on the Site Plan prepared by Young & Young, dated July 30, 2007 (sheet No. AS, Alignment and Schedule Plan). Conditions: The winery shall obtain site plan approval. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members Dinizio, Goehringer, Schneider, Weisman (Chairperson). (Absent was:Member Horning) 's 7olutionopt -O). _ ,44.4. Leslie Kanes Weisman,Chairperson Approved for filing rJ 2/X/2010 t,tie 4'oF soN'V o > Town Hall Annex 1 Telephone(631)765-1802 54375 Main Road ,�FF (631)765 50 P.O.Box 1179 G Q V� ropersichertd alliV0ut iA.ny.us Southold,NY 11971-0959 `\4(',f Ol, �OII' CUUNTI,� s d BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Ai;/cam ,41-ril • Date: C - `e yse Company Name: C4-5f/� 7qi4y AMA,t,A,,, LGA Name: /41i`c G- A s u4Jel/,- License No.: 5"'l k, -C- Address: CAddress: / 0e Cal GS7'7ii e O2 Ayi9tfit`vckA,11- //Pre Phone No.: 3 , eta- P73-13 �•�1 JOBSITE INFORMATION: (*Indicates required information) *Name: i es f=ciriAn .4-; 4-uckkL—�(*Address: —7f 5 0 42 � --)144,13P)-- (k. '`Cross Street: r ( L �' � � � N� �,�� *Phone No.: 3‘ — 3S-- c-Ioi Permit No.: ?a8 LfD- 7 �S "1 Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO 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 4dditional Information: PAYMENT DUE WITH APPLICATION � <D 82-Request for Inspection Form qit Gt S" � 0 I� 1 q 6/10/2015 FADE 14-4 WHD,115/1/60 enus-Fantech My Duvoloacs Contec: '1,41‘ors tby Choose your larKri,age fa nte ch 20'15/16 Product releases Product range Solutions Support Where to buy News FADE 14-4 WHD 115/1/60 PDF Art no:45423 Products in the same w ro, MT.. • Airflow up to 7858 cfm series • 100%speed-controllable • Shallow profile with no protruding motor FADE 10-4(Black) Aso'' tcP • • All fans include motor side guards as standard - • Three-year warranty FADE 12-4(Black) " • UL Listed and AMCA Certified • Airflow temperature up to 140°F FADE 14-4(Black) 'Of. 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I 1111 11 H 11 11 1111 TV!ILL- I 14„1 I11ai e ",1. /" '''':\ ‘:`'.'H''''. / 011f .0 IN ii i'r I' i II lilt II11 II II 11 li II 1 • 1'1 M1�ry)I^ I ■ I rl_ II 11 II [I illi IiII II II Ii iI II �, ■ , r- '"' I I I I REAR WALL ,�'. 'x` �' i 1 I I ���.. ./ 1. , :` : Cn� a 6 rye. s i r V��, Ili r' I■ .U-- ' -' �, I 1 1 I ````7 r+et �Gi�'i R._ 111. 1 T " I i� i 1 I i I I I i ■ / I I I I WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS di USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT&GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. �� i%� KING STUDS illil II I ii POI° ENDWALL CRIPPLE STUD \I '.J RAFTER 'J � BOTTOM PLATE 1:,� kill , WALL STUD RIDGE - ``` `1' B `' LEDGERk.% BATHTUB ___�� HEADER r v ''' IIIII 01.SIDEWALL .'✓! RAFTER �� .9 ,„ C FLOOR USP NUMBER DESCRIPTION APPLICATION ' N IDESIGN SERVICES HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS �� ' 'III 1ST. ADSS ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON BATH I SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BOTH DOT.PLATE E 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADSS ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RU TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE (631)298-2250 BLOCKING @24"OC WALL STUD11 I ILL draw4u@optonline.net II II THROUGH-ROOF EXHAUST / 1 VENTSIDELECTED AND LOCATBY CONTRACTOR METAL STRAP ��I CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD O �y/ CHIMNEY RAFTER likri" AS REQUIREDSILL PLATES) �� I. WALL SHEATHING RAFTERS MENTIAATION WOOD JOIST 9 / it ,SIDEWALL FLASHING Q .�'FOUNDATIONa TOP PLATE ,L\.iii��FINISH WALL AND MOISTURE ',164. 41.4e%4 2x�LEDGER BLOCKING ` 'hSTAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING � 2X4 SOFFIT JOISTAND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL-MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A ` FASCIA �II M� FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA ' �' GUTTER \I� II INSTALL 4'0"O.C. ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF y� 1 WOOD GIRDER '�� ( + THE SPACE VENTILATED. ALL OPENINGS t, IIII 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- I ONTIN.SCREENED VENT �� h, z ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH 1 CONTIN.SOFFIT/EXT.PLYWOOD INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF'/.INCH IN DIMENSION. SOFFITED EAVE 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR GAP TO PREVENT CAPILLARY 4"-6°RAFTER RTIO 10-3/4"x 18ga_TYDOWN ANCHOR CONNECT TO ON ALL OPENINGSEACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 40"q.C. ACTION ROOF VENTILATION/ OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO 16(4( ON ALL OPENINGS KEEP ROOFING NAILS OUT EACH RAFTER SOFFITED EAVE DETAIL 2ND.FLOOR WALL / OF FLASHING o� v r 4 ROOFING LAPS BASE FLASHING 4 INCHES CO ?‘ ^—�'� r - Ii BASE FLASHING WRAPS CORNERS, RAFTER � RIDGE CAP OF SAME • 7� / SIDES 4D INCHES AND LAPS AT / MATERIAL AS ROOFING illfizirT, Fff-'iiiF-•iii SHINGLES AT BASE MIN.4 INCHES NAILED O SHEATHING F+y w LLI 4t THROUGH VENT IP/4 , WOOD JOIST 41,1 ' V�" aTOP PLATEO lir '-- SIDE WALL FLASHING �� GiRDER/HEADER !► , '+� Q 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC �\� WOOD JOIST ,'��� 7 ��' ` AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD ��461 Z ~� FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES SO I fj) / E-I AS TO FORM DRAINAGE CHANNELS AND RAFTER /�I tAw•e� W INSTALL 4'0"O.C. PREVENT CAPILLARY ACTION O 4"-8" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2" g4 „, -,4 ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH INSTALL 4'0"0.aRAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONFORM TO SLOPE AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS q ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS DBL.SILL PLATE \~ < 1"1.11 TERMITE SHIELD j OR SILL GASKET WOODJ WOOD JOISTS CONC. ' NEOPRENE 7YP.CONC.FOUNDATION ( A 6 MIL.POLY GASKET BOLTED TO CONTINUOUS NUOUS BEAM WITH PLATE LeS01 DAMPPROOF EXTERIOR GRANULAR FILL t�' 6MIL POLY ON EXTERIOR x ,, 1/2"DIA. BOLTS 48"o.c.STAG. - n STEEL COLUMN �� @ " CONC.SLAB 'S 1• �� �:; e•° t ROOF JACK 11� � .� STEEL BEAM'r' '''''.1%,t,''''''-''. 11%,:i/ I 1 • b 41//w„ COMPACT FILL !sl@^•A�•._ ¢ < ''� •a 4"x 114"x 8"STEEL ~ ~" o ROOFING LAPS 1 TOP AND BOTTOM PLATE KEYWAY FOOTING • a 21 l A. FLASHING AT WITH 112"x 6"ANCHOR BOLT CONC.FTG. 'A - 1'•A . A _,i$ .if,�: xatIV.• 1 ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP `' 112"GROUT (USP LBPS58 OR BP583) _ 3"STEEL COLUMN .Ali p Q REINFORCING BAR .• �' FOUNDATION 5/8"DIA.ANCHOR BOLT DRAIN TILE ;f;,� • p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS I ! (10 KIPS) SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM " (CRAWL SPACE OR FOUNDATION) TYPICAL BEAM DETAIL TYPICAL CONC.FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. (CRAWL SPACE OR FOUNDATION) STEEL/BOTTOM BEARING DRAWN BY. MH WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC (SLAB-ON-GRADE) ROOF JACKS &VENTS DETAIL CONC.SLAB II� ' SUBFLOOR July 23, 2006 6X6 10/10 WWM I DOOR FRAME �I COMPACT FILL A GE —► a -JOIST ' USE 2X8 II I FOR BLOCKOUT r STEEL BEAM SCALE.LE. 1/411 i '_0" ' 4"SLAB CA 1 P.T.PLATE IP/ WI 6X6 WMM SLOPE • " 4"DRIVEWAY —�- NOTCH JOIST ANDS°• ST HEIGHT1/2"AIR SPACEAO: tvQ' Y• •'a' AT END AND 1 , (WITH A NAILING PL TE EEDED), ; ' :: , n ° TO BE APROX.112"a' IGH"THAN'C- a IDES OF WOOD i-+�'!�:moi; - G 'o- a % . ;,:- ._ ." " STEEL BEAM TO ALLOW •RSH" ISAG -" b CJGRADE e zr a .��. : R ! �` BEAMS .11 u-.-al L ° • • r`���! �"" `.,. +^�, : 'a c�'e •L �'•�.:rr 4 • 4 Q p o,°o , �, a �i�.i. '.i,�. (}I /"" , SHEET NO: .11 12 '�< u1*'x+"!,•S1 r 6X6 W.W.M. - - I I�I'=I EI I'• • y •1� (PROVIDE STRAPPING TO PEE" OISTS"ALIGNEb) fj, r MIN. , • • ' `'° `�j� - - TII ,aF%/':/'',3;,:' 1�.3+, 13 4, r °A x"i ... A'a A'e /1' .° v NOTCH BEAM FOR MUDSILL IF REQUIRED-MAXIMUM i A A 1 o e ,• to !- A" ".SuBFLQOR e �^�// <i irr`-%�'�'r•' REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM ' •A -a REINFORCING BAR a C•e , I I-I I �� ' r DRAIN TILE lad--*.J "'.-!- _ I • 4 0 _j � DIS Cr 12" •a SHEET METAL/30#FELT UNDER BEAM AT POINT I C " 1)'n �.°�.a II .`� 1.e��. � OF CONTACT WITH CONCRETE OR CONC.BLOCK 8 _ STEEL BEAM ';TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM � ��� 'SATE(B Tt D(O BJu `M) REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT %A.<p, • U , I' `�c%y,; BEAM POCKET ,v,'-EF,,1 ,r.a 1 II ei NAILING SCHEDULE PLAN CONTENTS: 72) • GENERAL NOTES ROOF FRAMING: OC CLASSIFICATION R3 RESIDENTIAL JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE ACCESSORY BUILDING QTY. SPACING CONSTRUCTION NOTES: WIND FRAMING NOTES RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT 15-1" TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION 320 SQ.FT. CEILING JOIST 8 1).The information within this set of construction documents is related to basic design 1).RIDGE-TO-RAFTER ASSEMBLY: 'WALL:3-Bd COMMON EACH intent and framing details.They are intended as a construction aid,nota substitute 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. TOE-NAIL TQ TOP PLATE 10'WALL:4 8d COMMON JOIST for generally accepted good building practice and compliance with current New York When a collar tie is used in leu of a ridge strep,the number of lOd common nails required PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRiTERIA 1995 SOC HIGH WIND EDITION,WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished,structurally PARALLEL RAFTER WFCM-SBC LAP NAIL O sound and a weatherproof completed product. 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal.state,county and local codes,ordinances and regulations,etc. or trusses shall be attached to the wall top plate and the wall top plate shall be attached to TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 DESIGN SERVICES These codes are to be considered as part of the specifications for this building and the to the wall stud with uplift connections.Roofs overhanging the rake side of the building should be adhered to even if in variance with theIan. shall be connected with uplift connections in accordance with table 3.3c. BLOCKING EACH TOE ATTICS w/STORAGE 20 p pTO RAFTER 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS 3).Dimensions shall take precedent over scaled drawings. 3).WALL-TO-WALL ASSEMBLY: RIM BOARD EACH END (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 45 (DO NOT SCALE DRAWINGS). Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no studs shall be attached to a common member in the floor assembly with uplift connectors In WALL FRAMING: STAIRS 40 (631)298-2250 responsibility for construction coordinating with these plans,nor responsibility for accordance with table 3.3. NAIL NAIL GAURDRAILS(ANY DIRECTION) 200 construction means,methods,techniques,sequences,or procedures,or for safetyJOINT DESCRIPTION QTY. SPACING NOTES q precautions and prog,ams in connection with the work.There are no warranties for a 4).WALL ASSEMBLY TO FOUNDATION: . EXPOSURE CATAGORY C draw4u@optonline.net TOP PLATE TO PER FACE NAiL specific use expressed or Implied in the use of these plans. First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 2-16d COMMON TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION connectors.Steel straps shall have a minimum embedment of 7 inches In concrete (ROOF-FOUNDATION) DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under TOP PLATES AT 4-16d COMMON JOINTS FACE the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-lad COMMON STUD O.C. NAIL Sym.: anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and alt FIRE PROTECTION HEADER TO 16"O.C. FACE SEE FLOOR PLANS 7).The General Contractor is to consult with the owner for all built-in items corners. HEADER 16d COMMON ALONG EDGES NAIL (SMOKE&CO2 DETECTgRS) 09 such as bookcases,shelving,pantry,closets,trims,etc. TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END 8).Wind load requirements shall be taken into account during construction. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 3.6 RELEASE la attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the Geld,and BOTTOM PLATE TO: FPER FACE NAIL FRAMING NOTES 1/2 inch gypsum wallboard BOTTOM CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1).All framing techniques and methods as prescriptive design of 1995 SBC High Wind edges and 10"c.c.in the field shall be in accordance with the length requirements specified END JOIST OR BLOCKING FOOT SEE NOTE:1,2 GROUND WIND SEISMIC FROST WiNTER ICESHIELD LOOD Edition Wood Framing Construction Manual. in table 3.15a-b. FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. 6).TYPE iI EXTERIOR SHEARWALL CONNECTIONS: NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Douglas Fir. Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate JOINT DESCRIPTION NOTES length adjustment factors in table 3.16. QTY SPACING 45 LBS. 120 B SEVERE 3 FT. MODERATE MODERATE TO 11 NONE JOIST TO: PER TOE TO HEAVY o3).therFloors,walls,ceilingsand rafters to be spaced at 16 Inches o.c.unless noted 4-3d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 7).INTERIOR SHEARWALL CONNECTIONS: SILL,TOP PLATE OR GIRDER JO15T NAIL otherwise. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when BRIDGING EACH TOE 2-Bd COMMON NAIL SPACING NAiL SPACING AT INTERMEDIATE 4).Unless Otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. interior shearwalls are used.Sheathing and connections shall be in accordance with TO JOIST END NAIL SHEATHING LOCATION NOTES C2Z Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 2.4.4.2 and 2.2.4 respectively. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Y BLOCKING 2-Bd COMMON EACH TOE 4'PERIMETER EDGE ZONE 8d COMMON T.6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of TO JOIST END NAIL openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: ^ SEE NOTES:1(BOTH FIELDS) openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire Header and/or girder connections shall be attached with uplift connections in accordance BLOCKING TO: 3-16d COMMON EACH TOE INTERIOR ZONE Bd COMMON 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FORPANEL FIELD and blocking where applicable. with table 3.5.Window sill plates shall be have steel connectors in accordance with table SILL OR TOP PLATE BLOCK NAiL 3.5. LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 3-16d COMMON 5).All flush beams/headers to be installed with heavy duty galvinized hangers and TO BEAM JOIST NAiL 9).CATHEDRAL CEILING ASSEMBLY: NOTES anchors where applicable to all connecting joists. JOIST ON LEDGER PER TOE Where a ridge is to be used as a structural beam,the rafters shall either be notched and TO BEAM 3-8d COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs.anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge BAND JOIST PER END Floors to have ceramic tile installed shall be verified for proper load capacity unless noted along the open ceiling part of the building.Connections to the ridge and wall shall be be 3-led COMMON on plans. attached with the above requirements- TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak IL-1 BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 2-16d COMMON W 'z 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists SILL OR TOP PLATE FOOT SEE NOTE:1 under all bearing walls. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. ROOF SHEATHING: For framing members with<0.42<0<0.49,the nail spacing shall be reduced to 6 inches NAIL (3 rirT64 .. ci) B).Provide insulation baffles at save vents between rafters,Install draft blocking as JOINT DESCRIPTION NAIL SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For needed. framing members with 0.42<0<0.49,the nail spacing shall be reduced to 3 int.hes o.c. CII� STRUCTURAL PANEL ad AS PER TABLE 3.8 J 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WiND LOADS: CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATErisTalti NOTES Z SHEATHING LOCATION F-I 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor NAIL NAIL PANEL EDGES SUPPORTS IN THE PANEL FIELD ti JOINT DESCRIPTION 4'EDGE ZQNE 8d COMMON PC4 GYPSUM 7° adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed QTY. SPACING @ 6"O.C. Bd COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) O over subfloors as per manufacture's instructions. O.C.EDGE NOTE:2 FOR PANEL FIELD 5d COOLERS 11}.All bathroom walls to have 1/2"thick moisture resistant sheetrock.Garage walls and WALLBOARD 10'O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3g CJI ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building WALL SHEATHING: to have regular 1/2"sheetrodk.All walls to be taped and finished. NAIL NAIL NOTES: 74 JOINT DESCRIPTION QTY. SPACING 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier orTHESE NOTES ARE ONLY TO BE REFERRED TO IF approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM STRUCTURAL AS PER TABLE 3.9 111 torch down 8d COMMON MENTIONED IN SCHEDULE NOTES ONLY. type material over. PANELS WFCM-SBC 7116"OSB 3'O.C.EDGE 1).Nailing requirements are based on wall sheathing 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to PLYWOOD 6d COMMON 6'O.C.FiELD naffed 6"on center at the panel edge.If wall sheathing be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. GYPSUM 5d COOLERS 7" O.C.EDGE Is nailed 3•on-center at the panel edge to obtain higher WALLBOARD to"0.0.FIELD shear capacities,nailing requirements for structural ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY,THE CONTRACTOR MUST CHECK ALL DETAILS members shall be doubled,or alternate connectors, AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES.THESE DRAWINGS CONFORM TO GENERALLY FLOOR SHEATHING: such as shear plates,shall be used to maintain load path. Ls) NAIL ACCEPTED BUILDING PRACTICES;HOWEVER STATE AND LOCAL CODES VARY WIDELY.THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS ALL JOINT DESCRIPTION QT. SPACING 2).When wall sheathing is continuous over connected CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES.DO NOT SCALE DRAWINGS,USE ONLY THE PRINTEDSTRUCTURAL PANELS 6"O.C.EDGE members,the tabulated number of nails shall be permitted 8d COMMON to be reduced tol-16d nail per foot. 1"OR LESS 12"0.C.FIELD 2413E r •1 rii r:, �1 ' j l /'`t ', l '�^'ti 'l j 1 , ``� 'n a ,� �4. ®I i �®, f \ � ® � , r.r 34,� I , , i ti „I DRAWN BY: MH 1 1 ral.rr�.> .�I. ) * J I it j ( 1 ;l,,' �� I y JulyZ3, 2006 I 1 11/ I 1i 'I i 1 � � ] r iI vt •i -. �� .� ILIIilL aI . I I J uroc1 I /n /n ��,� :„.....);:P �n ` � I 1 , ' ,� c I _� i SCALE• 1i4TI _ 1�_/�1i1 I 1 I i1413STAIIA{$SSTEEL I ' / I I -",',I lJ1 OR GAWAN12E9 I 1 ! ( (�I 111111( wan sa Ews cur i ! . . %® n�1i kl �I nilwAsxs�uo.c iI�li/ I 1 t A I 11 @S I ilj f nLU ; ��----11 �I ' 111 IlI1 I I I1 3/4'MA MYw000 �7 •I,� Li,( I ( I :��.�- � � roc. SnFamiwu^ I 1 1 , , Iq m i i �,:�I� I j� � i I � 1 � ,� �:4 SHEET NO: l11I�1 ll1II/l �\\ 11' / it: 1R^A"W RATm SNE4iXIP1G1.\\ 1Iii r ! I i / it I1A!'� `•V \ � t l / OI is PLwrom �; II 1 1 I /Jpl o� �+Cl�It 11 ! / i (ALTERNAnew 7/16"OS.B.) / 7ii ] Il ,,,,i E P .nil I i / I ) f 1I / 1/2" ARASHI 1 I PL6Osiris I 1 !I // lII• <ALTE0.NAT[NVE.7116"O.S.B.) SUDS ( l III ( II1 '----�--'-' 1 i L!- I �( I L____!.__I _-I r WIND-BORNE DEBRIS PROTECTION FOR WOOD Sl-RU URAL A EL II---�--�- 0 R CTI O O U 'i IID STAINLESS STEEL 1 I I ---�J--== ^ I ( �----� WOOD SCPENSOR SW/ /I I j ` ,� jI I 1I, `,o1 , .111.111111111111111111111111111111111111111.11. 1 C I n I I / l II I I /RIII 1 ti ORGALVANIZED 1 AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT NG) WASHERS 1r O.C. \ I J I /` II I ' I ' JI ' WA SCR6w5 cul I ''.II 1) L wA4+ERs m lro.c. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM TMCKNESS OF 7 6" / 1 1, Y. I j I J''' n O. - 'St AND MAXIMUM PANEL SPAN OF 8 FEET SHALT.BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT Ti f i 1 II i 1 I I it I COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,16119.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL i MU111P E PLYWOOD ASSEMBLIES ! q 2-�4 ww2 SIJDs CONNECTED CONSTRUCTION CODE).THIS IS NOT A SUBSTIIIITION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. { q I TOGETHER WITH STAINLESS STEEL ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. ® I , I -III 11 1 \ I _ I l OR GAL. nets BOLTS w/wwHms AND NUTS r,r-s'o.c HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.