Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
34756-Z
tIrCdGy Town of Southold 10/2/2018 o - P.O.Box 1179 T 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39930 Date: 10/2/2018 THIS CERTIFIES that the building ALTERATION Location of Property: 3200 Minnehaha Blvd., Southold SCTM#: 473889 Sec/Block/Lot: 87.-3-39 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/29/2009 pursuant to which Building Permit No. 34756 dated 6/8/2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations to an existing seasonal one family dwelling as applied for. The certificate is issued to Kenna,Kuniko&Michael of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 34756 9/28/2018 PLUMBERS CERTIFICATION DATED 8/2/2010 odd Daw on A tharri U zed Signature J 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. 34756 Z Date JUNE 8 , 2009 Permission is hereby granted to: MICHAEL KENNA 225 WEST 70TH ST. APT. 1E NEW YORKS,NY 10023 for INT/EXT ALTERATIONS PER APPROVED PLANS AS APPLIED FOR. FLOOD PERMIT REQ'D. THIS IS AN UNHEATED DWELLING. at premises located at 3200 MINNEHAHA BLVD SOUTHOLD County Tax Map No. 473889 Section 087 Block 0003 Lot No. 039 pursuant to application dated MAY 29, 2009 and approved by the Building Inspector to expire on DECEMBER 8, 2010 _ Fee $ 300 . 00 V Authorized Signature ORIGINAL Rev. 5/8/02 • Form No.6 TOWN OF SOUTHOLD �J �J D � (�V (�E (� nn BUILDING DEPARTMENT TOWN HALL JUL 19 2010 765-1802 1g APPLICATION FOR CERTIFICATE OF OCCUPANC BLDG.DEPT. TOWN OF SOUTHOLD 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 240 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,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. 1 SI f New Construction: Old or Pre-existing Building: f (check one) Location of Property: 3 Z Q'0 M N N 6 ttAt qch B H'v p P House No. Street Hamlet Owner or Owners of Property: M t C ACFEL. N N Ak Suffolk County Tax Map No 1000, Section u 7 '—3 Blo�k Lot Subdivision Filed Map. Lot: Permit No. S - ZDate of Permit. � g' 0 Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V, (check one) Fee Submitted: $ Applicant Signa ure pF 50(/j�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 i5 Q Southold,NY 11971-0959 �� roger.richert(a)town.south old.ny.us Can,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Michael Kenna Address. 3200 Mmnehaha Blvd City: Southold St: New York Zip: 11971 Building Permit#: 34756 Section- 87 Block. 3 Lot. 39 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: AS BUILT_ DBA: G&S Electric License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 17 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 4 Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 CO Detectors 1 Sub Panel A/C Blower Range Recpt 50a Fluorescent Fixture Pumps Transformer AppliancesDW Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 14 Twist Lock Exit Fixtures �] TVSS Other Equipment "AS BUILT" "ELECTRICAL SURVEY' "NO VISUAL DEFECTS" Notes. 1-range hood, 1-paddle fan,2,ARC fault circuit breakers Inspector Signature: Date: September 28 2018 81-Cert Electrical Compliance Form.xis Town Hall,53095 Main Road d Fax(631)765-9502 P.O.Box 1179 ��fOl o� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: _ lb Building Permit No. Owner:—A v1 t GyQ"E l tjNeone' ` (Please print) Plumber: kc�O� �1��r\1---- ---- - --------- ----- -- - -- -- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers blgnature) Swom to before me to;- �nG day of , 201 rte---P CONNIE D.BUNCH Notary PublicState of New York No.01�U6185050 CC1. /� ,� Qualified in Suffolk County Notary Publl �4� County "nmission Expires April 14> 0 I fjf so 3 if ul TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION I ST ] ROUGH lPLI3G. [ ] FOUNDATION 2ND I INSULATION I FRAMING / STRAPPING XFINAL ] FIREPLACE & CHIMNEY I FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION REMARKS: '24- DATE INSPECTOR OF SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION 7s� [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: KI DATE INSPECTOR CHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 x"vw.mksarchitect.com September 08,2009 Southold Building Department P.O.Box 1179 54375 Main Road Southold, New York 11971 Re: Kenna House 3200 Minnehaha Blvd Southold,New York Building Permit# 3 4 r5 SCTM#1000-000-00-00 To Whom This May Concern: I have'been on site during the construction phase and reviewed the Kenna project. To the best of my knowledge,the foundation, strapping, framing, plumbing and insulation have been completed as per plans and the work meets-,or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, SEP 2 2 2009 ` BLDG DEPT. OWN OF SOUTHOLD Mark Schwartz c AIA Member American hlstitute of Ardntectute FIELD INSPECTION REPORT DATE COMMENTS a �N ro FOUNDATION(IST) ------------------------------------- FOUNDATION --------------- - ----------------FOUNDATION(2ND) z 0 41 ROUGH FRANIING& y PLUMBING x INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 4A c �q q D- - (� 9 Z y x y4y tyy� . x L7 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. Check Septic Form _ N.Y.S.D.E.C. Trustees y Flood Permit Examined (Q 20 �� Stonn-Water Assessment Form Q, Q Contact: Approved C (/ 20 1 Mail to �� .rC�G✓�'/e �Z Disapproved a/c ,�// Phone: 73 4-- `/J T Expiration ,20 10 Building Inspector LICATION FOR BUILDING PERMIT Date o , 20 s MAY 2 g^� j INSTRUCTIONS . r Th pplication- in ely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of 1 ns, a F ccording to schedule. o p aiid 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 pennit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not•.beeft'completed,within 18 months froiii such date'..If no zoning amendments or other regulations affecting the • phave been enacted in the interim° the Building Ins ector may authorize 'in-writing,the extension of the permit for an property g p Y g, addition'six months:.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Pen-nit 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 herej,114escribed. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulate ns d to admit authorized inspectors on premises and in building for necessary inspections. (Signa re of applhcaor ame,if a corporation) 6 d1x 7 3 3 CUTc /- GT (Mailing address of applicant) State whether applicant is owner, lessee, ag nt, architect, engin , general contractor, electrician, plumber or builder Name of owner of premises J' /�C� iL_ 4E/LW,,1 (As on the•tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3 Zoo /41 lNNe: 461 rtA acily f0 v717PL /9 House Number Street ` Hamlet County Tax Map No. 1000 Section Block 0-3 Lot Subdivision Filed Map No. Lot f., 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 Addition Alteration'' // Repair Removal Demolition Other Work 2,yr-1 z-.' x'WI. c, wirv,Zi�ws (Description) iz� 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage,'.number.,of,cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 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�s�orir 1 8. Dimensions of entire new'construction: Front Rear Deptli--"---�3i Height Number of Storiesi:' 9. Size of lot: Front Rear / Depth 'T'•'-' f 10. Date of Purchase Name of Former Owner 3T- ;,-,,,4,;,,�,,,,,•,, ;r 11. Zone or use district in which premises are situated `i- O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_X 13. Will lot be re-graded? YES NOX-Will excess fill be removed from premi, s? YES NO 14. Names of Owner of premises /1'11C# LAddress /V� N y /NOZ3Phone No. Po V-04-7 Name of Architect ! ?Wp_ I�C(-17 9nT - Address Phone No 73 K /,P r 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. PERMIT 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) COUNTY OF/L4-z ' ic eirg duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCFd Notary Public State of New York NO.01§U6185050 Qualified in Suffolk(S)He is the C f% �Co� 0 (Contract r, Agei t, orporate Officer, etc.) P 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 (7i day of OL&I 20� Notary Public �� Si ture f Applicant JUDITH T. TERRY Town Hal!• 530QS blain Road I N� .a. P O Box 11 T) TOWN CLERK �•'.�,.. LF) Southold.� __ Southold. Nc« 1 ort. 1 1()71 REG151'RAR OF VITAL.STATISTICS MARRIAGE OFFICFR O� Fax (516) 765-1923 x�. I Tcicphonc (5 16) 765-1901 RECOR)S MANACEMENT OFi-ICER ' ��OL �� FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" [FDP(93) ] , and "Certificate of Compliance for Development in Special Flood Hazard Area [C/C(93)] . u .: BLDG. GGf T. TOWN OF SO:-ni SOLD u i"t h T. Terry Southold Town Clerk August 25, 1993 ' t i APPLICATION #_ PAGE 1 of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I: GENERAL PROVISIONS (APPLICANT to read and sign)' 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. .7.. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE, TO THE OF MY KNOWLEDGE, TRUE AND ACCURATE. (APPLICANT'S SIGNATURE) (�✓ DATE 0110144J37 SECTION 2: PROPOSED DEVELOPMENT (To be completed by APPLICANT? NAME ADDRESS TELEPHONE APPLICANT e� /�►i c��T�2�,lA/�- .�.2®r)�� �/2 La 1��✓� fain��.V���7-�-Y/Y7 BUILDER ` ENGINEER rZ S dAd of 2 PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. FDP(93) APPLICATION r PAGE20F4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY --STRUCTURE TYPE ❑ New Structure [a4esidential (1-4 Family) , ❑ Addition ❑ Residential (More than 4 Family) 14-Alteration ❑ Non-residential (Floodproofimg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT STda� B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) ❑ Individual Water or Sewer System ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3: FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. Dated The Proposed Development: ❑ Is NOT located in a Special Hood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable ❑ The proposed development is located in a floodway. FBFM Panel No. Dated ❑'See Section 4 for additional instructions. SIGNED DATE APPLICATION # PAGE 3 OF 4 SECTION 4: ADDITIONAL INFORMATION REQUIRED (To be completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and specifications,including where applicable:details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor,details of floodproofing of utilities located below the first floor and details of enclosures below the first floor. Also. ❑ Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofmg protection level (non-residential only) Ft. NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this fmding must also be submitted. ❑ Other: SECTION S: PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A. ❑ Is B. O Is not in conformance with provisions of Local Law # , 19 . The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APPLICATION # PAGE 4 OF 4 APPEALS. Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals Board Decision -- Approved? ❑ Yes ❑ No Conditions SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (NISL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? OYES ONO DATE BY DEFICIENCIES? OYES ❑ NO SECTION 8: CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY_ CERTIFIED WITH THE REQUIREMENTS OF - LOCAL LAW # , 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED ' SIGNED: DATED: C/C(93) Town of Southold � Erosion, Sedimentation & Storm-Water-Run-off ASSESSMENT FORM Not PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A L0-0() STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN —`� District Section Block CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Lot -- ------------------------------------------------ Item Number: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No ---------------------------------------------------- Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl L 3 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural F ✓ Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? — 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of t/ Five Thousand(5,000)Square Feet of Ground Surface? 5 Is there a Natural Water Course Running through the Site? F-1 Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? - 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to I One Hundred(100')of Horizontal Distance? 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ❑ into and/or in the direction of a Town right-of-way? 8 Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of ❑ v any Item Within the Town Right-of-Way or Road Shoulder Area? — (This item will NOT include the Installation of Driveway Aprons.) / 9 WIII this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? ❑ c/ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitl ---------------------------------------------------- EXEMPTION: -------------------------------------------- EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! — — ---------------------------------------------------- STATE -------------------------------------------- STATE OF NEW YORK, COUNTY OF 4 ...............SS That I ../v`•!�,(�X k!! z ...being duly sworn,deposes and says that IF GsRh�la Ica or Permit ..... ......... .[�... .. .......r............. ,• lol�T Tn'i 1111 Penni (Name of individual signing Document) Notary ubIIC State ew or No.O1bU6185050 And that he/she is the f { Qualified in Suffolk Coun n . . ..................................................... iss (Owner,Contractor,Agent,Corporate Officer,etc)Qort�miorrf)tpires ApFil 14;. p.................. Owner and/or representative of the Owner of Owner's,and is duly authorized to perform or have performed the said work and to snake 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 wjll be performed in the manner set forth in the application filed herewith. Sworn to before,fine this; AAL?................ /...` ..............day of...1.t .... ............................ ,20Q..9 Notary Public ( Y'1 '........................ r.�... . ............... ........ .. ... .......... .. .................. .. .. . . .... . ............ (Signatur of plicant) FORM - 06/07 1 tl 7 � FFo�q co BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD y Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 1 ° Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richerttown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Owner:Michael Kenna Date: 9/20/18 Company Name: G&S Electrical Contractor Name: License No.: Lic.#578ME,Lic.#3 F568ME email: Address: Budds Pond Rd, Southold,NY 11971 Phone No.: (631) 765-1641 JOB SITE INFORMATION: (All Information Required) s Name: Michael Kenna Address: 3200 Minnehaha Blvd Southold NY 1197 Cross Street: Owaissa Ave Phone No.: 917-680-4147 Bldg.Permit#: '3H-76(o email: mikekenna@yahoo.com Tax Map District: 1000 Section: 87.-3-39 Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Full rewiring of home. Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter!# New Service - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION SEP 2 1 2018 ,M969 ion FormAs TOWN OF SOUTHOLD pF SOUryOlo Town Hall Annex 411 411 Telephone(631)765-1802 54375 Main Road y �r Fax(631)765-9502 P.O.Box 1179 G COQ Southold,NY 11971-0959 Co ^a UNT`I, BUILDING DEPARTMENT TOWN OF SOUTHOLD June 15, 2010 Michael Kenna 225 West 70th St, Apt 1 E New York, NY 10023 RE: 3200 Minnehaha Blvd,Southold TO WHOM IT MAY CONCERN: The (following items are needed to complete your Certificate of Occupancy: `"�T Applica ' f Occupancy. (Enclosed) ElectricR11—n'd'e1writers Certificate. A fee of $25.0 . Final Health Department approval. Plumb S Sftor Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 34756-Z alterations hO��pE SO(/T�OI Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ycDUNr1,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD September 7, 2011 Michael Kenna 225 West 701h St., Apt 1 E New York, NY 10023 Re: 3200 Minnehaha Blvd., Southold TO WHOM IT MAY CONCERN: The Following Item(s)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) ;/"'Electrical /Electrical Underwriters Certificate. A fee of$25.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 34756 - alterations SO(/jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yc4UNTY,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD January 11, 2012 Michael Kenna 225 West 701h St New York, NY 10023 Re: 3200 Minnehaha Blvd., Southold TO WHOM IT MAY CONCERN: The Following Item(s)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) ✓ Electrical Underwriters Certificate. VA fee of$25.00. (outdated check enclosed) Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing'after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. — Bob Fisher Final Landmark Preservation approval. BUILDING PERMIT: 34756 - Alterations Of Soar Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Ol �Q y�OUNTY,�� BUMDING DEPARTMENT TOWN OF SOUTHOLD (0" April 30, 2012 Michael Kenna 225 West 70th St New York, NY 10023 Re: 3200 Minnehaha Blvd, Southold TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of ( Occupancy. Enclosed , Electrical Underwriters Certificate. (contact your electricia A f e ofl2f 90. (Outdated Chec re Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4!1184) C! Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. r= C BUILDING PERMIT : 34756 - Alterations Aw 33('0 Minn OF 50(/T��l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 Q a �y�DUNTY,�� February 18, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Kuniko Kenna 67 W 87t' St Apt 22 New York, NY 10024 Re: 3200 Minnehaha Blvd,Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 34756 - Alterations Suffolk County- Preliminary Digital Flood Hazard Data Report Page 1 of 1 Flood Information Report Overview Map PROFILE Date: 6/8/2009 Address: 3200 Minnehaha Blvd,SOUTHOLD,11971 County: Suffolk State: New York ;) r LAG: 4 9(feet) HAG: 6.1(feet) FLOOD INFORMATION ��y.,• ,,'s, - cpp .- gyll •' L ;4' :e� PROPOSED �+ FIRM Panel: 36103C0166H I �• SFHA: Yes Zone: AE,0.2 PCT ANNUAL CHANCE FLOOD HAZARD BFE: 6 Flood Information Floodway: No Special Flood Hazard Area(SFHA) EFFECTIVE The areas subject to inundation by the 1%annual chance(100-year)flood Structures located in the SFHA: Yes SFHA that carry a mortgage loan backed by a federally regulated lender require flood insurance. Zone: AE Base Flood Elevation(BFE) IBFE: 7 The elevation shown on the Flood Insurance Rate Map for Zones AE,AH,Al-A30,AR,AO,Vl-V30,and Note:Elevations are based on NAVD88 VE that indicates the water surface elevation resulting from a flood that has a one percent chance of equaling or exceeding that level in any given year LINKS Lowest Adjacent Grade(LAG) An estimate of the elevation of the lowest ground touching the structure.To be removed from the http://www FEMA gov SFHA,the lowest adjacent grade must be at or above the,Base Flood Elevation. http�//www.fema.goY/busmess(nfip ' Highest Adjacent Grade(HAG) An estimate of the elevation of the highest ground touching the structure. httplJww%floodsmart.go_v Zone Descriptions CONTACT AE,Al-A30 Areas with a 1%annual chance of flooding and a 26%chance of flooding over the life of a 30-year Address: Region 2,26 Federal Plaza,New York,NY mortgage.In most instances,base flood elevations derived from detailed analyses are shown at selected intervals within these zones. 0.2 PCT ANNUAL CHANCE FLOOD HAZARD-X(Shaded) Areas outside the 1-percent annual chance floodplain,areas of 1%annual chance sheet flow flooding where average depths are less than 1 foot,areas of 1%annual chance stream flooding where the contributing drainage area is less than 1 square mile,or areas protected from the 1%annual chance flood by levees.No Base Flood Elevations or depths are shown within this zone.Insurance purchase is not required in these zones.However,detailed studies have been performed,and the area has been determined to be within the 0.2 percent annual chance floodplain. The Federal Emergency Management Agency(FEMA)maintains information about map features,such .as street locations and names,in or near designated flood hazard areas.The information herein represents the best available data as of the effective date shown.To obtain more detailed information in areas where Base Flood Elevations(BFEs)and/or floodways have been determined,users are encouraged to consult the FEMA Map Service Center at 1-800-358-9616 for information on available products associated with this FIRM panel. Available products may include previously issued Letters of Map Change,a Flood Insurance Study report,and/or copies of this map.Requests to revise flood information in or near designated flood hazard areas may be provided to FEMA during the community review period. Disclaimer: The data provided through this application and any reports generated from the application are provided for informational purposes It shall not be used to determine flood insurance rates or purchase requirements. http://www.suffolknyfloodmaps.com/report.htm 6/8/2009 c " OVARANIEES INDICATED NCRE ON SPALL RUN ONLY ro ME PERSON FOR IWOM IHE SURvrr 45 PREPARED AND ON HIS 9ENALr rO n C PILE COMPANY, GOVERNMENTAL AGENCY LENDING INSTITVNON It LISTED HEREON AND rO rHE A59ONCES Or ME LENDING INSn TVnCW S ' N/F DELLEGR"INO <n _ GNARAN issnns a5eSL( O DomoNAniav1usEa N oNEA N 55*42'00"E J-1t6.45' '✓NAD MDR/ LIERANODR AODInON TD 1HI': suRYFY,Is,A� W+Aaana+or zcnaN Tsoa rr" THE NEW YORK S rA I(EDOCA"ON LAW �. �f DRtVE+AY MIS SURVEY MAP N07 SEARINGFRAME THE LAND SURVEYOR S CMSEAL 9' SHED �NOT BC CON90ER£D rC BEE A A VA vAuEO TRU A`• (n COPY d OC) - -y O .5 ' - 228 0 m N e"R """ AV a SNR - Z "nLtMNt 2 '-0 0 :A € ON ,cir�` ros m clnw t6.6' • CA C4 p e!/l C S rnna7'OQ"ly : N/F GALCgGH£R 94,62, SURVEYED 22 JANUAR'r 2009 SURVEY OF SCALE I"= 20' DESCRIBED PROPERTY AREA = 6;6933 SF, OR SITUATE 0 154 ACRES LAUGHING WATERS (SOUTHOLD) TOWN OF `SOUTHOL:D S 1.URvEYED BY, . i ^ SUFFOLK COUNTY, N.Y. STANLEY J ISAKSEN, JR P.O.., , BOX 294 SU FOLK N.Y 91956 SURVEYED FOR: MICHAEL KENNA 631-7' 4=5835 GUARANTEED TO.' KUNIKO KENNA MICHAEL KENNA_ TM/{ 9000-087-03-039 KUNIKO KENNA _ FIDELITY,NATIONAL TITLE INS CO. > LI~ENSE LAN S RVEYCR YS' LiC. No 49275 09R? 12 i ± coy tea- Zy- r ® Sc4tr,etd � i 1 � Q �Fekcc -18• So.z4h�'1 _ �� — �t8 - , Ly UV ' t +�. m \^CES � 1.Q,;4 - vN• a � � N= "+- L� x-p �' - •fir W + - .f_� - ._ —. _ -.- . . .. _. ,. _ , GUvcK q" 4 E_ I � • Et3� ) it c ' �cul� • 3C• -t ' MAP OF (_ANpc� t'•m�=rt Sur-l-VEYFO F'OR o _ \rp rc �•c v._ ow OWN EDS AT • LAUGtAiNC, U4FATE62 Z�'l��K� GL►cArcxs�fi��d tc� eke ctilcoc3,-) 7744- i TowN OP- SOU'1'ROLD �_ 1 iij.is lKS.+YtflHC� Co Fo f#se Svu�ho�d SCAN,k-�ys Bcexk cam stAyyey�- A !Lj(i) tom, 49"I! MY, VAN - U-Vl- ••'�' .SCM - ter � � �c � c�P c>rt Lcssag }ti►sc� Ufa teY K QOG 7 ``�-'� a•� -�b�3e§�t���Q.B� C.�#•E,tri`�Fy -"'F�.�rTc's - - �.�lCeKrEd Lard Surv�yoYs � , 4'� �'+ :'�?_ -"� �Q•�'. ¢•• � -- • - -- G YC?-t-�foal-t, t�lcw `�lc,Yk _-^--.__._._----•-_._.----- - --• -}-`-' 1 � " REVISIONS REVIEW SET 05/27/2009 BLDG.DEFT. 05/29/2009 _-- _---- _��_ - - _ -----RE-ROOF - -- �g- -------- ---- LI 1 Ll - �r� 4s• • —i li - -- - , -�-I ---� ---5-IFL7; -- I REMOVE& - - f �— RE ;IDE r I I i ( ( ( ?i-1 �L fA 1 -�r-i- —� J-- -! r4 �_ .IDE �1 j _�.L.,�_I _1_I__ �.. _� I l i -I I ! FIT 7 i I I I I r_1_',� ! I 1 I �.-I } -�L t; c~"r n FRONT ELEVATION � � i z V M , W SCALE: 1/4" = 1'-0" --- ----REMOVE - --- -- -- -REMOVE RE-ROOF- _- 0 s TL L-- 7 +T_..i_.. i- REMOVE&� �- '1 T` -T 11 - RE-SIDE r j _� Ir-T i �'T. I { -7 T _� _71..� r I LTi_ ���11T s— f I .1 r- ', �!,- �. -71 LEFT ELEVATION �--- --_ �_------__��_ --_ - --- ---------------�------REMOVE&- W = ->_-------__ - —_— _ .___��, -_ - RE-ROOF ----------_ - SCALE: 1/4" = 1'-0" T. T L J, r t L_._l,-_lr �,_!, i �I_ 1�1 L� ' _' i i �. T r� 1 _1 I i _� .T_. .�,... �__ �._..,(.-REMOVE& - r.. i it-�.!�_1.,..-.l. !- --I-_ L '--- RESIDE -,- -�-7-I -i..J.�.1. +f I j I L_r..._!_.. 1_ L._-_l-.__1__ _-r- �_ REAR ELEVATION � _j z z—�- _-_ --- �_—_�_J_� __ SCALE: 1/4" ���Q'blNG PLUMBERCE,�1-IFICATION m o — ----REMOVE& ----�---- + I�-I-� RE-RooF _ ALL PLUMBING WASTE ON LEAD CONTENT BEFORE <C O v— — &WATER LINES NEED CERTIFICATE OF OCCUPANCY -- ---------- - __,�....i...__�__ . _ ; _._,T_r_. -.__.__ OCCUPANCY OR TESTING BEFORE COVERING SOLDER USED IN NATER � _ 0 IS UNLAWFULCD SUPPLYS YS TEA4 CAnlnlC'-i - ar `, ' v �O USE �' `����0' �� �� �°'c��T�� EXCEED P/10 OF �i �r� � �2, J, �,.� t _ � Vi'-THOUT CERTIFICATE DATE: B.P. j� :, , �.:*. ►3-� o T 1=-1-T-i 1 T'� rls. i O F C V ;{ KY ,� M � " � I i-L�-,.4 �� I-1..,_ + �t-� �.. /� ��'� �. ,A �,♦ Ate,+t ,r OCCUPANCY FEE y' r1 a.� r•'e d" �r j 1 REMOVE& f UILDI�i� _�r ' AT I ; NOTIFY y f RE-SIDE r r P,R I MINT .t A 1 2 8 AM T a I P�. I"^_RWRITERS CERTIFICATE 1Ei.� �. � � OR THE r � 765- F - ECT.^ + i. __T_- _ I �,_ FOLLOWING INSP IvNS: REQUIRED � 4 �fir, i t_1 - - 1_�_ 1i_--_a # _ �1.._�__� a I 1. FOUNDATION - T',;a i _._ 1 I J ji. I , REQUIRED a� .. DRAWN: MH MS - , r- , ;- _ T i s --� -1 - '-- - + 1_ — IL-�l� 1L�,rU Foy PUURED CO�:,�� RETAIN STORM WATER RUNOFF ,� Y L 1 --1 i. _L _. L�r- .1 J -� ;- i �- nc.Ta �,` °" SCALE: - _ T ' -r -! 4 ; 2. ROUGH - FP' PURSUANT T ,,. ,.a I/4"=I'o„ �} ,I �T�' - T l I r n�li��. P�UtTJNG 0 CHAPTER 236 x< ' I I F 3. INSULATION OF THE TOWN CODE. May #: May 28,2009 ������—�fj— �,�-'-�j' :V`� F �.!k.';I�,;� E.�Pb!NN 4. FINAL - CGN2�T UCTION MUST SHEET NUMBER: (�r��(Jl�=�'F�t,�i j`. }- BE COMPLETE FOR C.O. GENERAL CONTRACTOR TO COORDINATE MEETING WITH RIGHT ELEVATION T� OWNERS FOR APPROVAL OF ALL ROUGH ELECTRIC,PLUMBING, r`n� ,�O a . --. ALL CONSTRUCTION SHALL MEET THE AND HVAC PRIOR TO INSULATING AND SHEETROCKING r �'�._ ,' I";.,.;;"` I f.,` REQUIREMENTS OF THE CODES OF NEW SCALE: 1/4" = 1'-0" YORK STATE. NOT RESPONSIBLE FOR PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN A- 1 DESIGN OR CONSTRUCTION ERRORS. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. REVISIONS REVIEW SET 05/27/2009 BLDG.DEPT. 05/28/2009 CW25-P6650-CW25 (2)1-3/4X7-1/4 ML HD2)2X4(2)1-3/4X7-1/4 ML HDR.(2)2X(4)1-3/4X7-1/4 ML HDR. 00 POST POST I X I-- co N O O N O V V1 e-i N 0 =o LA o U .. EX. LIVING ROOMtA x oz N V V O] ci Lu x i v V N EX- SHED ' 8'-0" 8'-0" � ' 2446 0 4-AXW31 Y��ti-���fi r 11�t 1rYrr err-- - r ---f Yom.•--YiY (3)1-3/4X9 1/2 ML w/(2)5/8"STL.FL.PLTS.FLUSH HEADER (2)2X4 (2)2X4 (2)2X4 ■ 0 POST POST POST 1 EX.2X4 CJ @76"0C I , EX.2X6 RR @16"OC - %0d 0 N m o O v O m = O ■ va ro EX. DINING o I EX. BEDROOM No. 1 0 _ X �p ■ N > X C H V L Lu X LU N ■ p a D O Co SD ------------- ' 3'-1 1/2" 12'104/2„ o �� w EXISTING ATTIC ' 3'-3' ' �I I v O iC) iv P LL-DOWN STAIR c®p ' ' 0 --- ----- 2'-0" 2'-6" 2'-0" L6 Co SD , � N EX. KITCHEN@) 0 1 ' EX. BEDROOM No. 2 ALTERED v I 0;0 N EX. BATH �° NEW E o HALF BATH X , w , V- p i co ■ , C) O o ;tJ -------- ; (2)9-1/2 i � ' i TEMPERED ML HDR. A31 3'- A31 2432 � 2432 3'-0" EX .SHED v Q -------------- w JZ 1).EXISTING EXTERIOR 2X4 WALLS TO REMAIN. 6).ALL EXTERIOR OPENINGS TO BE REPLACED. O D m FLOOR PLAN WALL LEGEND o 2 ).NEW INTERIOR WALLS TO BE FRAMED WITH 7}.REVIEW PLANS FOR TEMPERED GLASS. Q O --------------+ _-, WALL TO BE REMOVED 2X4 DF#2 STUDS AT 16"O.C.- 8),INSULATE ALL EXTERIOR AND INTERIOR WALLS. SCALE: 1/4" = 1'-0' ------------ c�3 = E 3).VERIFY ALL BEARING AND EXTERIOR WALL 2X6 WALLS AT R19 AND 2X4 WALLS AT R13. �I = EXISTING WALL HEADERS,MINIMUM(2)2X8 DF#2 UNLESS ?�•I-� 0 9J.INSULATE CEILINGS WITH R21 INSULATION. A_`• ?-•� Z S PROJECT NORTH OTHERWISE NOTED. '�`^ji - NEW WALL }` � "� v 4).MICROMLAM w/FLITCH PLATE HEADERS TO 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH .�:.�f; ,•; '•. C� BE SUPPORTED WITH(5)DF#2 OR BTR.STUDS. 1/2"SHEET ROCK.BATHROOMS TO HAVE MOISTURE- + 'f,f� .'w, rti yO W NOTE: RESISTANT SHEETROCK :r `�' N DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN- f. t '' +-- M [INT.:2X4=4-1/2",2X6= 6-1/2",EXT.:2X4=4-",2X6= 6"] PRESSURE UPGRADES WHERE APPLICABLE. 11).PROVIDE COMBINATION SMOKE R - DETECTORS PROVIDE DEBRI-PROTECTION PANELS WITH PER CODE.DETECTORS TO BE HARD WIRED WITH DIMENSIONS OF NEW WALLS ARE FROM STUDS FASTENING HARDWARE UNLESS OPENINGS BATTERY BACKUP. I EXT./INT.:2X4= 3-1/2",2X6=5-1/2"1 HAVE IMPACT GLAZING. Mr �Qrs�gi DRAWN: MH/M5 SCALE: 114"=1'-0" JOB#: May 28,2009 GENERAL CONTRACTOR TO COORDINATE MEETING WITH SHEET NUMBER: OWNERS FOR APPROVAL OF ALL ROUGII ELECTRIC,PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING ® /� PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN L/s) MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. REVISIONS REVIEW SET 05/27/2009 BLDG.DEPT. 05/28/2009 4" ' w/(2)5/8'FL.PLT. FLUSH HEADER EX.CEILING EX.CEILING � r A10 STAINLESS 57EElIIy�/7 I f I I ( I OR GALVANIZED I ( ( r II 0 ! r WOODSa I'll W/ ! r / �I UII I ( �1 11 /n� w.aulERs�1r'o.c. I n 11 11 n� 111` ccz l I I f I I I I II I I N er Il 12"D.C. ull 1/2"APA RATED SHEATHING I GRADE PLYWOOD i I t EXISTING FLOOR SYSTEM — _ - — «� (ALTERNATIVIVE:7/16"O.S.B.) FFH Lj GRA APA RATED SHEATHING „_.__, �PLYWOOD • j I I i © I i I �A�ireuNATIVIVE 7/L6^os.e.) E ;i (- -i---EX_FOUNDATION - -- - U - -- - f 1 I I I - - 111, i -# d 1110 STORIGALVANIIED �/ I , I t•--!_ -Ii II_!' I ',,i Il I;i i!� '', a --i it - :lii --, ,IIIA _' ,II !1ili D SCREWS CREV5 WI WASHEWOORSa12OC. /1• ( ' II + /h f Ir /f o WINDOW SILL I, _ O TYPICAL WINDOW OPENING l i it i r 4 it II (LESS THAN 4'-0X8'-0"OPENING) TYPICAL DOOR OPENING SECTION A-A (LESS THAN 4'-0X8'-0"OPENING) 3`0 ROOF VENT 3'0 ROOF VENT SCALE: 1/4" — V-0110 24"OC 4" 11/4 W 1112 1 1 1 114 !4 11/2 1 tl4 3 1 114 3 r l W G LAV LAV. W C SINK O v 113' 1-•-•1 e • 4, SH JER W M O.W. F.A.I 3 ^ ~ 3 11/4 1112 2 1 IA6 2 I C.O. I C O. W F•r•1 3 Q v� II .§f! ( . I f (I I I I I f I I (I R C I l��TO APROVED w n ( ! SLOPE"1/4"PER FOOT PITCH TO DRAIN HOUSE SEPTIC SYSTEM Q I TRAP Q a Sz^oc r ( (3)1-3/4X9-1/2 ML Q4 I I _ • , �' I PLUMBING SCHEMATIC Is w/(2)5/8"FL.PLT. z 3/4"APA PLYWOOD rIA1G OF FLUSH HEADER Q 1 � SHEATHING 1 U I ' III, � • I � i I' •• I I I i , 111 • I I 1 1 � — - - — EXISTING CEILING 2x4 DF#2 STUDS If! .•(� .(� 1 r I. II 11 1 ! / #10 STAINLESS STEEL 4 4 4 OR GALVANIZED ! IJ I 1 I WOOD SCREWS W, �v.._:.__ j Q �I 11 ` }I WASHERS 12"O.C. I _ > O • Lu MULTIPLE PLYWOOD ASSEMBLIES J Z 2 .2X4 DF#2 STUDS CONNECTED — - - — 0 TOGETHER WITH STAINLESS STEEL EXISTING FLOOR O O IJ OR'ALVINIZED BOLTS W/WASHERS �uT�T w AND NUTS @ 2'-0"O.C. — - - — - ------�------- 1 m J C----------... ----—'" --- ---�i—� �--I- ---T--- -'7---` IIIIIIIIIIIIIIIIIIIIflll111111111111111111111 TYPICAL MULTIPLE OPENINGS EXISTING FOUNbATIO. (MORE THAN 4'-0X8'-0"OPENING) I - __ _.__1---------L�__ ___........ 74 d 11. Itl - Z � `, CO WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL - �ai''� -1'�"' �''''# �'' �'y�' F. �� ` , sl,I_ _ .uUl IIE_ - ,III 141> 1 II u. ._i ,I, u I 1 _ (14 AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) SECTION B-B ` WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116" i';;'t J..� - i,j AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO .I COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. SCALE: i ^1/`t H — V-011 1 -O 1 R — 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. '' HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. �. �T�yp 4' r• DRAWN: MH/MS SCALE: I/4 1 0" JOB#: May 28,2009 GENERAL CONTRACTOR TO COORDINATE MEETING WITH SI IEET NUMBER: OWNERS FOR APPROVAL OF ALL ROUGII ELECTRIC,PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN A-3 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. REVISIONS REVIEW SET 05/27/2009 NYS ENERGY COMPLIANCE NOTES BLDG.DEPT. 05/28/2009 FOUNDATION: CRAWL SPACE: WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION,IF APPLICABLE,MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. a 1).INSULATE HEADER UNCONDITIONED BASEMENTS: 2).SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1).INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. 3).SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2).INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. v � RESb rSoftwareversfon4. . BEAD OF LOW-EXPANSION FOAM,OR FOAM BACKER ROD AND CAULK_ FIBERGLASS 41:j. ,, ® 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ■ ®/t®A ALONE IS NOT ADEQUATE. 4).SEAL DUCTS 1N BASEMENT. s •% a 5).SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, cate WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS,AND WEATHER STRIPPING ON THE 1).CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2).DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: 1).CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. SEALING PENETRATIONS: 2).APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. Erem, DCw �� 11 "PMatltT1 N ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3).CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. 2007 '�� BE SEALED. 4).CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. ConstTt2Cton Code U Vii : S1a# alk County..New Yam RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): mtv �31f Thr' ?°: t3r- I ,2 F,� j k a ., RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS W FLOORlOISTS,ALONG ti } ype- ri-Eltl y w CONTACT('IC"RATED),AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER,AND FLUSH WITH SILL PLATE. G #r'¢iC, ArEa FerceI':� ?: 27S v V) INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2).CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. tip N Degree D3 SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS STANDARD OF 2.0 CFM, (ASTM E 283).UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: ASTM STANDARD,MEC OR ECCCNYS MAY BE ACCEPTED.THIS REQUIREMENT CAN ALSO 1}.FULL INSULATE JOIST CAVITIES. onsl 1J D17 ,S e: m�t�s� � t;- `* dam U r BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2).INSULATION TO BE SUPPORTED WITH WIRE RODS. XENNA.HOUSE MAzU _S'C',6:7117 ,ARA>UECT 3 2W kit OULIE VA P. -9W o SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: �� .�JTT `! faE, IF VERTICAL PIPE RISERS APE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS If HEADER NY FIRED HOT WATER TANKS,HEAT TRAPS(IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. 15 Z 1-73.0--Z 18_5 MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: HEAT LOSS.GENERALLY 1/2"OF INSULATION 1S SUFFICIENT " / U Sll F CIENT FOR PIPES LESS THAN 1 1).PROVIDE HORIZONTAL BLOCKING AT 48"O.C.AND AS NEEDED FOR NAILERS. ��-"�"� �'•� -�•., •. -_- ��- "--. .•- •�b �.�...�..4 a-�«�..x h .•.r�w..ia .�..x:..w,._....u:... �.a. _..�,»,�.�,�,..N,�,,,,..M.,, ,., .:',.-..__,��_� . . ., :, � p ,:,:�>.8.",s..,, .gym:,;��.,; IN DIAMETER.CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2)_FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. Cort-1 ame:4_4%Efffter Than Code limfmur UA:251 Your UA:240 O 3).PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. TUB/SHOWER UNITS ON EXTERIOR WALLS: 4).TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. L� iA PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT.THIS INCLUDES R � V ,, �� r INSULATION AND VAPOR RETARDER AS WELL. a i CAVITY SEALING ON EXTERIOR WALL: �' SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. i l $ k p HEATING.VENTILATION AND AIR -CONDITIONING(HVAC) HEAT LOSS CALCULATIONS AND SYSTEM SIZING: EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: .710.0 0.0 32 � 1:4 1).SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. a, , �,,, W HEAT LOSS CALCULATIONS MUST BE DONE 1N ACCORDANCE TO ECCCNYS 503.3.1. 3 1:FBS d. 1f4 orSsIsszrThiss S53 21.0 0,p 4� 2).SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. U HVAC SYSTEM EFFICIENCIES: 3).SEAL SUBFLOOR JOISTS WITH ADHESIVE. %'M DIM FramE%117-.G. 1120 13.0 0.0 65 4).SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING.THE HSI THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN I'lliMmw 1:W oor'aT d F1'°1R: �?'�,�:'t1= Ibe Pa i �=E RIG w ECCCNYS 503.2.NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. �-`"�� �� � W 71-dav 2:`wood Fr2m,eDmVe Parewrtp v -E 48 1) I'll. � MINIMUM EFFICIENCY STANDARDS_ ATTACHED GARAGE: w 1)_IF LIVING SPACE ABOVE,SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE `fr d1rdC0.7 3 r'1 Mod FrameDo We Par e' "rA vm-E 127 0.2-30 36 Z HVAC CONTROLS: CEILING WITH ADHESIVE. _"f 1-'Glass 4 W CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5.TEMPERATURE C'350 13 PU CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER 2)• aL1 EAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM 2.1 C.350 F� Z PIPE AND DUCTS. F�1 (FOR HEATING)AND/OR 85 DEGREES(FOR COOLING).THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. F. Um2,De•1:FCf u&I Hifi t 1T.E a A FUE HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE(OF AT 4).PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY LEAST 5 DEGREES)WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. SUSPENDED OR REDUCED.SIMILARLY,HUMIDISTATS MUST HAVE THE CAPACITY TO Tk e pry trrving m r led I'I >s C n ent is l�il �t SIM�t,1�m"rg rns.spe !!cat n ,a-id c�l ca=tms Ea�.lcg11`ed � O PREVENT ENERGY CONSUMPTION(SUSPEND OPERATION) BETWEEN 30 AND 60%RELATIVE �t f <^. HUMIDITY.HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR DROPPED SOFFIT ON INTERIOR WALL: lM" -s�r a'cell.+ '-�rte'%ne pfWos' 'V' M�t e�B'� 'ed o mW.the 21,307 NorEnergyYoM� C��' t - c ill U USE PLYWOOD,DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING,CAULK AT �� TEMPERATURE. TOP PLATES. � ��'. 'Ir1�" ..1�"i"�1E!°'1 a F �� �Pi'��?sl�lc�l3l t'Im fid. _�l �'s��? �"'t)8� � �, �are 1,m ,tom'3C� � 17R'°���3' � ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN TOP b?ll p , ) � 1.E �±: ��, y , �L�_ VENTILATION 1S NOT REQUIRED.WHEN THE SYSTEM IS SHUT DOWN,AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: W GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1).SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. Z DUCTS AND PIPES: 2).HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN FRAMING INTERIOR SOFFITS OR UTILITY CHASES. Nam--TV_ UNCONDITIONED SPACES,AS INDICATED IN ECCCNYS 503.3.3.FLEX DUCT MUST HAVE 3).SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. R-VALUE LABELS ON THE OUTSIDE JACKET(ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF: DUCTS AND PIPES IN UNCONDITIONED ATTICS.GARAGES,BASEMENTS AND CRAWLSPACES 1).SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO MUST BE INSULATED.WHENEVER POSSIBLE,MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE. 2).1F RAFTERS ARE SUPPORTED 8Y WALL PLATE USE INSULATION BAFFLES. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3).PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR � DUCT SEALING: iNsuFAWTF. W >Z- DUCT DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK(ECCCNYS 503.3.4).ALL Z PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE FULL LOFT: Q 06 m J SEALED.ALL CONNECTIONS AND SEAMS(EXCEPT LONGITUDINAL JOINTS THAT LOCK) INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS,NOT COMPRESSED,AND MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. NOT ROUNDED OR SCALLOPED AT EDGES. Q O TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS.TAPES MEETING FILL THE CAVITY: ct Q T , UL 1818 MAY BE USED FOR FLEX DUCTS.DUCT TAPE IS NOT ALLOWED FOR DUCT SEALING. INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS,PLATES,SHEATHING 2 AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALLz O WRITTEN MATERIALS: OR SUBFLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES: CD WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102.3).A LABEL REFERENCE INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES;CUT AROUND ;; � CVC TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES,LARGER PIPES AND OTHER OBSTACLES;AND SPLIT OVER CROSS ,fr »° , ` 's% "�'.� CO BRIDGING 1N FLOORS.NEVER STUFF INSULATION TO GET IT TO FIT. REDUCED MOISTURE: EVERY BATHROOM 1S TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS.G.C.TO CONFIRM THAT DOCUMENTATION OF R-VALUES: THE FAN ACTUALLY WORKS;USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT AND RIGID FOAM INSULATION MUST BE "D„ =� AS POSSIBLE.KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY (ACED OR UNFACED FIBERGLASS BATTS, � l�Tl�t'; INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. ' 8" IF THERE IS A GAS RANGE. r`I£splaJ'',9e:C: 'TIF ,$ e§ DRAWN: MH/MS VENTILATION: ACCESS OPENINGS: ; ATTIC HATCHES,SCUTTLES,PULLDOWN STAIRS,etc.MUST BE INSULATED TO THE ° 1{�,;I`�";"' SCALE: NTS MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND SAME R-VALUE AS THE SURROUNDING AREA. 'gb� � THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL JOB#t: VENTILATION RATES. May 29,2009 KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM CATHEDRAL CEILINGS: Y l).PROVIDE V CHANNEL FOR AIR FLOW ABOVE INSULATION,UNDER ROOF SHEATHING. GENERAL CONTRACTOR TO COORDINATE MEETING WITH SHEET NUMBER: INTERMITTENT 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE NT 2).PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. OR'NERS FOR APPROVAL OF ALL ROUGII ELECTRIC,PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN A-4 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. REVISIONS REVIEW SET 05/27/2009 BLDG.DEFT. 05/26/2009 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD \!\Q ENDWALL BOTTOM PLATE CRIPPLE STUD RIDGELEDGER BATHTUB �, �• v� � `•� �•e HEADER 4„I' DOUBLE JOIST �,��� SIDE WALL RAFTER JACK STUDS FLOOR JUSP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNLRS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION E26 SIZE USP NUTABER DESCRIPTION AFI'LICATION SUPPORT EACH WALL RUNNING PARALLEL W'TH THE FLOOR o HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TDPJOIST DIRECTION WITH (2) JOISTS. UNDER WALL. r" 2ND. ADS5 ALL OPENINGS LST.Al2 1-1/4"x12" 20,90. STRAP APPLf TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x8 LS25 ISga. SLOPE HANGER APPLY T° EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH THE FLOORS T° EACH OTHER W/ THREADED ROD. .ALL OPENINGS RT3 OR RT7 TYDOWtI ANCHOR, APPLY TO EACH CRIPPLE STUD D LS210 18g0. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCK1110 C�24"OC .r m � U WALL STUD a THROUGH-ROOF EXHAUST ?•. a '`1 `-' VENTS SELECTED AND C H c LOCATED BY COIITRACTOR 4 �l U 'I C�j w � ti m METAL STRAP VENTILATION CHANNEL � •� Q y, •'"y, AS REQUIRED U m RIM BOARD RAFTER RAFTERS MAINTAIN (, N ♦ VENTILATION SILL PLATE(S) WOOD JOIST • . ,. • .. . .. . • BLOCKING TOP PLATE 2x4 LEDGER BLOCKING FOUNDATION - - - _ - 2r4 SOFFIT JOIST P, STARRING TO BE ATTACHED TO WALL STUDS @48"OC ATTIC SHALL FR PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING TING AREA - FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE `✓ENTILATED- ALL OPENIIIGS WOOD GIRDER INSTALL 4'0" O.C. �, SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ya. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ' OPENINGS OF Y, INCH IN DIMENSION. CONTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS � � LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE INSTALL 4'0" O.C. ,A30 1-1/4"x30" 18 a. STRAP AND JACK STUDS ♦ CONNECT TO 8" - 14" LST A30 9 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDO'NN ANCHOR PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ON ALL OPENINGSEACH RAFTER �r• OVER BEARING WALLS AND HEADERS INSTALL 4'0" O.C. , / 8" - 12" RAFTER RT20 ^_1-1/8" x 20ga. TtDCWN ANCHOR CONNECT TO 14" - 16" LSTA36 1-1/4"x36" i8ga. STRAP AND JACK STUDS ,� EACH RAFTER ON ALL OPENINGS / , 2114D. FLOOR WALL " RAFTERL,' _j,_l O i / Q I H WOOD JOIST O ..Ll H TOP PLATE GIRDER/HEADER U WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 948"OC AND ALL NAHDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USE NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. - LOCATION USF NUMBER DESCRIPTION APPLICATIOtJ WITHON ALL OPENINGSALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 4" 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH THE PROPER STEEL CONNECTOR. RAFTER TO ELATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. " - 15 hdSTA48 I-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS 8PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD ON ALL OPENINGS DBL SILL PLATE TERMITE SHIELD �— SILL GASKET ��`• CONC. SLAB TYP. CONC. FOUNDATION ( n 6 MIL. POLY . V� DAMPPROOF EXTERIOR GRANULAR FILL • • . �, 6MIL POLY ON EXTERIOR V A i V STEEL COLUMN I - n e' ► \♦ e v _N' ♦ COLIC. SLAB d I C .� ` • v ' 7� I ,� t• COMPACT FILL °► D ' d ] V w KEYWAY FOOTING e P r•.� •,a CONC. FTG. •4 Q'p G e• USE WITH 3x3 SQUARE WASHERS J z e • • A � ANCHOR BOLT COIINECTION (USP LBPS58 OR BP583) � REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT O - O DRAIN TILE p SUPPORTING MAXIMUM SPACING SILL PLATE TO FCUND,4TION " m J CRAWL SPACE OR, 1 STORY 72OC FOUNDATION) Q O SILL PLATE TO FOUNDATION 2 STORIES 36" OC _ TYPICAL GONG. FOUNDATION- APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONIC. FTG. CRAWL SPACE OR FOUNDATION) WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC 'SLAB-ON-GRADE ^l z SUBFLOOR O I DOOR FRAME JOISTCONC. SLAB (V GARAGE �- 6X6 10,/10 W'MA DOOR STE L BEAM M COMPACT FILL USE 2X8 1 I FOR BLOCKOUT k. 1� '•.O.C' •' �:♦ W/ bX6AWMM SLOPE ay ". ».: ',�i"".s'' • P.T. PLATE .♦ - 4"DRIVEWAY — NOTCH JOIST AND ADJUST AlA '' •�L 4 J - • 6 - (WITH A NAILING PLATE IF _${ fit. o•,•, %"k� • •, ' ,�� ♦ a•d -�..'7p 2" '•'. • " •••� ► • SOEBEBEAMOX.TOIALLOW FHS ,:4 "rw• pn '�•�` �y�•d ••O ► •O : •• (PROVIDE STRAPPING cF.aDE a�t,Q-a�=--a-'--. r 4 4 ,'' r 5:r' sibr. DRAWN: AIH/MS 6X6 V1.`N.M. • Q-"• Q C••O —"' a 0 ' •0 ►•�w''G Ic•I„ I I II i J '� MIr1- ,,I .r • = 11 • o.• e $ - � JOB SCALE:# NTS I �— I e •ee I m EEL eEAAMM ��, May 28,2009 �' d REINFORCING BAR O ♦ REINFORCING BAR e•• DRAIN TILE 1.4 so '• - � ' oEAM) SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. A GARAGE DOOR BLOCKOUT _ REVISIONS REVIEW SET 05/27/2009 BLDG.DEPT. 05/28/2009 GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES BUILDING USE RESIDENTIAL DWELLING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO B'WALL-3-Sd COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL 1).The Information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT-OF CONSTRUCTION (SEE PLANS) ®� intent and framingdetails.The are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to to late shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH y g g P P TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL ` �v sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES P P P CEILING JOIST LAPS A5 PER TABLE 3.7 EACH FACE O•lur� ,3�®'9® OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 ®•• "'"' ••• 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 4000 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under STAIRS 40 0 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 r~v QTY. SPACING precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) m specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL P P P g P2-16d COMMO U anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 4-16d COMMON ,; w 6).The General Contractor is to ensure that masonry or prefabraded fireplaces meets 5}.TYPE t EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGESTUD TO 24" FACEo Z c� or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE v y? v 00 attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL Y Cn P g FIRE PROTECTION Sym.: HEADER TO 16"O.C. FACE u s <r 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel 16d COMMON SMOKE&CO2 DETECTORS ® SEE FLOOR PLANS 1[ m such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a b. TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION }' U T" 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK v 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: z FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL length adjustment factors in table 3.16- FOOT SEE NOTE:1,2 z FLOORJOISt",BANDJOIST. 2-16dCOMMO CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished flvor(s)above typical grade- SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS 2).All footings to rest on undisturbed(virgin)soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP- REQUIRED interior sheatwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES SPACING 2.4.4.2 and 2.2.4 respectively. QTY- 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO11 NONE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE - concrete or masonry walls occuring in exterior or unheated interior areas. 4-8d COMMON 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL TOP PLATE NG GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4).An new concrete wails beingattached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE Any g with table 3.5-Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON ENDNAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5SHEATHING LOCATION NOTES BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.L.Concrete to be TO JOIST 2 Sd COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick.All fill to be compacted to 950/6 relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1(BOTH FIELDS) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD W 6)_Crawls aces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 O O P P P g attached with the above requirements. TO BEAM 3-16d COMMONJOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES C) DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section 8406 of TO BEAM JOIST NAIL N-Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber- THESE NOTES ARE ONLY TO 8E REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. $AND JOIST 3-16d COMMON PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL � 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8.Drainage as per section R405 of N.Y.S.Residential Construction Code. 2)-Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO- PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. g P J P SILL OR TOP PLATE 2-16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored FOOT SEE NOTE:1 9 FRAMING NOTES g 2 Tabulated 12 inch o.c.nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 1"�1 ln4 into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. )• P g g g For framing members with <0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. V) 1).All framing techniques and methods as prescriptive design of 2006 SBC High WindNAIL NAIL 'Z 3)-Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION � Edition Wood Framing Construction Manual. 3 Tabulated 4 inch o.c.nail s QTY. SPACING . Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. ) pacing assumes sheathing to rafter/truss framing members with G>0.49.for O 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. � below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL Ed AS PER TABLE 3.8 framing members with 0.42<G<0-49,the nail spacing shall be reduced to 3 inches o.c. BC Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. WFCM-SWALL SHEATHING REQUIREMENTS FOR WIND LOADS: 3e otherwise. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES otheFloors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION 5).A minimum of 10 inch flashing shall be installed between the building and ledJOINT DESCRIPTION ger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Ledger a ded.be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING where neeGYPSUM 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES 1,3(BOTH FIELDS) 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#Z+BTR.Doug.Fir. 5d COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all6}.Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 4'1 and 60 and 2x6 wall openings between 511 and 89.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON WFCM-SBC ) g q anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16"OSB 3"O.C.EDGE 0 PLYWOOD 6dCOMMON O 6"O . 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed az per N.Y.S.Residential .C.FIELD 2).Tabulated 12 inch o.c.Wait spacing assumes sheathing attached to stud framing members with ^^ll of Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c ALJ ;