Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
33980-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34747 Date: 12/16/10 THIS C~K'rIFIES that the building ADDITION & ALTERATION Location of Property: _ 2165 OLD ORCHARD RD EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 37 Block 3 Lot 4.1 subdivision Filed Map NO. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 16, 2008 pursuant to which Building Permit No. 33980-Z dated JUNE 13, 2008 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 AND ADDITIONS, INCLUDING A DECK WITH PERGOLA, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA #6126, DATED 4/10/08. The certificate is issued to DAVID L & DOROTHY B FISHER (OWNER} of the aforesaid building. SoF~OI=KCO~]~TYDEPART~TT OF ~ALTHAPPRO~L~L N/A EI~C'~RICAL uKKTIFICA~ NO. 33980 12/08/10 pLUMBeRS U~KTIFICATION DA'£~D 12/08/10 WALTER MARCZEWSKI A~o/zed ~nat~r~ Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEP~RTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PEP~IT NO. 33980 Z Date JUNE 13, 2008 Permission is hereby granted to: for : DAVID FISHER ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING PER ZBA DECISION #6126 AS APPLIED FOR at pre~h~ses located at 2165 OLD ORCHARD RD EAST MARION County Tax ~ap No. 473889 Section 037 Block 0003 Lot No. 004.001 pursuant to application dated APRIL 16, 2008 and approved by the Building Inspector to expire on DECEMBER 13, 2009. Fee $ 921.60 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application mUSt be rifled in by typewriter or ink and submitted to the Building Departmant with the following: 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 Headth Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of eloctrical iustallation 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. 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 proper!y completed application and consont to inspect signed by the epplicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. Fed 1. Certific,ate of O~cupancy - New dwelling $25.00, Additions to dwellin~$,~25.00, ~dterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accesso~'"onffding $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. Temporaxy Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Old or Pre-existing Building: Street Filed Map. DateofPermit. ~ v?>.-~r~ Appllcant.dr~4u.,o Underwriters Approval: LocationofPmpexty: 2. l (~' omo House No. Owner or Owners ofProporty: 'D ~ ,o I__, · Suffolk County Tax Map No 1000, Section Subdivision permit No. ~5 3 q ~.O Health Dept. Approval: Planning Board Approval: (check one) ~ot: Hamlet Request for: Temporary Certificate Fee Submitted: $ ~ ~ Final Ce/'tificate: (check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box l 179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 ro,qer, richert~town.so uthold, ny. us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: David Fisher Address: 2165 Old Orchard Lane City: East Marion St: NY Zip: 11939 Building Permit #: 33980 Section: 37 Block: 3 Lot: 4.001 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commedcal Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCl Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: 2-exhaust fans, 2 ovens, 4 paddle fans Ceiling Fixtures [~ HID Fixtures Wall Fixtures ~.~ Smoke Detectors Recessed Fixtures ~ CO Detectors Fluorescent Fixtur(~l~ Pumps Emergency Fixture Time Clocks Exit Fixtures [~ TVSS Notes: Inspector Signature: Date: Dec 8 2010 81-Cert Electrical Compliance Form l'own Hall. 53095 ,%lain Road F,O. Box 1179 Souff~old New York 11971-0959 Fax (631) 765-9502 Telephone [631) 765-1802 BUILDING DEPARTMENT TOWN' O1~ 8OUTI-IOLD CERTIFICATION Owner: (Please Plu[nber: (Please print) 1 certify that the solder used in the water supply system contains less than 2/10 of 1% lead, Sworn to before me this ~__? JUDITH L. GOODSELL ] NOTARY PUBLIC, STATE OF NEWYORK 1 GUAL~F.cD IN SUFFOLK COUN~ L /~ MYCOMM~S5~ON [XP~RES JAN 7, 20~ ~ ..... ~t~l~et~ ,~gnatme) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND ] FRAMING / STRAPPING [ ] ROUGH PLBG. [ ] I~LATION [ ~] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT C0#SlliUC110N [ ] FIRE RESIST, MIT PENEI'R&'~ION REMARKS..~~ ~ ~-~ ~~- ~ DATE ~~/~ (~ INSPECTOR ~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN~ATION [ ] FRAMING / STRAPPING [/~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~-~ C~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~ ELECTRICAL (FINAL) REMARKS: DATE Mark K. Schwartz, AIA -Architect, PLLC Cutchogue, New Y~k 11~ Fhc~e: (631) 734 - 4185 Fax: (631) 734 -2110 April 16, 2008 Southold Town Building Depa, h~,ent Main Road Southold, New York 11971 Re: Fisher House 2165 Old Orchard Road East Marion, New York To whom this may concern, The septic system at the aforementioned premises is in proper working condition and has recently been pumped out. The existing residence has three bedrooms and we are proposing the new with also with only two bedrooms. The flow rate has not increased and I hereby certify that the capacity is adequate and the working service of this system will not be adversely affected by the proposed addition. Please call this office if you have questions or require additional information. FisherSepticl.doc Mark K. Schwartz, AIA - Architect, PLLC RO. Box 933 Cutchogue, New York 11935 Ph~e: (6 31 ) 734 - 4185 Fax: (631) 734 -2110 April 21, 2009 Southold Town Building Department Main Road Southold, New York 11971 Re: Fisher House 2165 Old Orchard Road East Marion, New York SCTM# 1000-37-03-4.1 Permit #33980 To whom this may concern, I on site during the construction phase and reviewed the foundation, framing/strapping, plumbing and insulation work. To the best of my knowledge, the foundation, framing & strapping, rough plumbing and insulation installations have been completed as per plans and meet or exceed the code requirements. Please call this~ic~i~ou have questions or require additional information. v: l M~k ~hw~ Fisherlnspectionl .doc IF[ELl) 12N'S~ECTION REPORT FOUC~DATION (1ST) FOE ,WDATION ROUG~t FRA_r'/tlNG & PEI~I~BI[NG DATE COM~I]~IqTS LNSL~LA'I-ION PER N. Y. STATE ENERGY CODE EIN.~L ADDITIONAL COM2MlgNTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined ~o II :'), 20[)~ Approved ~/~~, 200C~ Disapproved a/c Expiration ]~ 1.9,200~ PERMIT NO. Building Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Phone: 7,~ 4~ ~' ~/ff~ APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20 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 bo 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. ~-~Z~///~ (Signature of applicat~or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, ngineer, general contractor, electrician, plumber or builder Name of owner of premises /~)t40t 1/9 /~ ~'/"~ (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. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section 7 7 Block 03 Subdivision Filed Map No. Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ff)~'~,££ t~-,,q/qr/t~ ! b. Intended use and occupancy ~,,o/,,/,,1 ~5 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Addition Other Work Fee Alteration ,3(/ (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business~commercial or mixed occupant, specify nature 7. Dimensions of existing structures, if any: Front Height. Number of Stories and extent of each type of use. Rear ~Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories 8. Dimensions of entire new construction: Front Height Number of Stories 9. Size of lot: Front Rear Rear Depth Depth Rear 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~ ¢ D 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ 13. Will lot be re-graded? YES__ NO34 NO/~ Will excess fill be removed from premises? YES__ NO 14. Names of Owner ofpremises~4~./O t~.Fp/~-,r~ Address Name of Architect ~£ .J~ ./7%,~-,drg ;',' Address Name of Contractor Address Phone No. ~-'~'/d,3 '~ 7.3 ~ ~ Phone No Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY~BEfl;EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO (_)x/~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO k' 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~t,~(~)d)S: ~'/~/q~:>~ ~'/6t,,/,d~ : ~ being du!y sworn, deposes a~d says that (s)he is the applicant (Name of individual si~ng contract) above named, (S)He is the (C~ntractor, ~nt, Co,orate Office, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in th/s application are tree 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. Swpx~to before me this x.,At [. dayof . Nota~.Pu..~ 20/5,~ MELANIE DORO KI Qualified in Suf olk County Commission Expires September ' _'q ~x~/ /~ ~ 7- q 1;O~"~- OF SOUTHOLD PROPERTY RECORD OWNER STREET~_~t ' ~- , ~2 g VILLAGE DIST. SUB. LO'[ //O :~// c/ ACR- FORMER OWNER N E ~ES. ~/.~ ( SEA VL. FARM COMM. CB. MISC. Mkt. VaJue r i FARM Acre Value Per Value ~ / Acre Tillable Tillable 2 rillable 3 Noodland ~wampland FRONTAGE ON WAIER 3rushland FRONTAGE ON ROAD qouse Plot DEPTH / BULKH~D Fatal DOCK COLOR TRIM L M. Bldg. Basement Extension Extension Extension Fire Place , Type Roof Porch Recreation Porch ~ Driveway Breezeway Garage __ ~atio Floors ,/~//v'/z' K. nterior Finish ~,~'~ i~ LR. -- Heat /~,. ~-~7,~ ,-,Z DR. Rooms 1st Floor BR. Rooms 2nd Floo, F~N. B. OF SOUTHOLD PROPERTY RECORD STREET '~t ~ ~' VILLAGE DIST. SUB. FORMER OWNER N E ACR. S W TYPE OF BUILDING ~ES. SEAS. VL. ~.~// FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS ~&~ ~0~ ~ o~ / IoI~17~ AGE BUILDING CONDITION N~ NORMAL BELOW ABOVE FARM Acre Value Per Value Acre ~illable 1 Fillable 2 Fiilable 3 ~oodland ;wampl,and , FRONTAGE ON WATER ~rushland FRONTAGE ON ROAD ~ ~ ~ ~' ~ ~'ff/ touse Plot DEPTH BULKH~D 'oral DOCK COLOR TRIM M. Bldg. I Foundation Bath Dinette Extension J Basement Floors K. Extension Ext. Walls Interior Finish LR. Extension Fire Place Heat DR. Type Roof Rooms 1st Floor BR. Porch' Recreation Roort Rooms 2nd Floo~ FIN. B. Porch Dormer Breezeway Driveway Garage Patio Total I TO: Mark Schwartz for David Fisher P O 933 Cutchogue, NY 11935 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT NOTICE OF DISAPPROVAL DATE: December 11, 2007 Amended: March 6, 2008 Please take notice that your application dated December 3, 2007 For a permit for additions to an existing single family dwelling at Location of property: 2665 Old Orchard Rd. E. Marion County Tax Map No. 1000 - Section 37 Block 3 Lot 4.1 Is returned herewith and disapproved on the following grounds: The proposed addition to a single family dwelling on a non-conforming 8,523 sq. fi. parcel, is not permitted pursuant to ArticleXXIII Section 280-124 which states: "This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognized by the town under 280-9, are nonconforming and have not merged pursuant to 280-10." Lots measuring less than 20,000 shall have a minimum front yard setback of 35'and a rear yard setback of 35'. The construction indicates the a deck addition with a front yard setback of 26' & an addition with a rear yard setback of 23.6'. Also, following construction the lot coverage will be 23.43% The allowable lot coverage is 20%. Authorized Signature Amended to address amended survey of 3/6/8. 4 APPEALS BOARD MEMBERS Gerard R Goehringer, Chairman Ruth D. Oliva James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman http://southoldtown.north fork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 ° Fax (631) 765-9064 Mailing Address: Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 FINDINGS, DELIBERATIONS, AND DETERMINATION MEETING OF APRIL 10, 2008 ZBA # 6126: Application of David Fisher PROPERTY LOCATION: 2165 Old Orchard Road, East Marion CTM 37-3-4.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. 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 a reply dated January 25, 2008 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 8,523 square foot parcel in the Low-Density Residential R40 District measuring 82.12 feet wide along the southerly boundary of Old Orchard Road and 114.2 feet deep along the westerly boundary line. The property is improved with a single-family dwelling as shown on the 03-03-2008 survey prepared by Kenneth M. Woychuk, Licensed Surveyor. BASIS OF APPLICATION: Request for Variances under Sections 280-124, based on the Building Inspector's Notice of Disapproval concerning proposed additions to the existing single'family dwelling, which new construction will be less than 35 feet from the rear yard lot line, less than 35 feet from the front yard lot line, and with lot coverage in excess of the code maximum limitation of 20%. RELIEF REQUESTED: The relief requested concerns proposed additions at the northeast side of the dwelling which results in a setback of 23.6 feet from the rear lot line, addition at the front of the dwelling which results in a nonconforming setback of +/- 26 feet, and lot coverage at 23.43%, all shown on the corrected survey dated 03-03-08 prepared by Kenneth M. Woychuk. ~ P'age 3 - April 10, 2008 ZBA # 6125 - David Fisher CTM 37-3-4.1 5. Town Law .q267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The subject property is fiat and there are no drainage issues. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an enlarged dwelling 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 Weisman, seconded by Chairman Goehringer, and duly carried, to GRANT the variance as applied for, and shown on the survey by Kenneth M. Woychuk, Licensed Surveyor, dated 03-03-08 and drawings by Mark K. Schwartz, AIA, Architect, labeled New Addition Plans/Sheet A-1 and Elevations A-3 dated August 16, 2007 and stamped received by the ZBA on Jan. 07, 2008. 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 Goeh~an),.~i~on and Weisman. Member Dinizio and Member Oliva w~/~w~~-0-2). J Ge~d P. ~'oehringer, Chairma)~ 4/zo'-/2008 pproved for Filing . Tow___? $outhold Erosion, Sedimentation & Storm-Water Run-off ASSES8MENT FORM PROPERTY LOCATION: $.C.T.U. #: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A [ ~00 -~ 7 ~,~ ¢~ ,, ~' STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN Oistrlct Section Block Lo~ CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK, .Item Humber: (NOTE: A Check Mark (,~) for each Question is Required for a Complete Application) Yes N~o 1 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 ..L' Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show AIl Proposed Drainage Structures Indicating Size & Location? ~ r~ This item shall include ali Proposed Grade Changes and Slopes Controlling Surface WaterFIow! 3 Wil, this Project Require any Land F,lling. Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cub c Yards of Ma edal w thin any Parcel? /-%, 4 VV~II this Application Require Land Disturbing Activities Encompassing an Area in Excess of r~ Five Thousand (5,000) Square Feet of Ground Surface? ~-~ 5 Is there a Natural Water Course Running through the Site? r"~ is this Project within the Trustees judsdiclion or wilhin One Hundred (100') feet of a Wetland er Beach? 6 oneWill there be Site preparation on ExisUng Grade Slopes which Excoed Fifteen (15) feet of Vedical Rise tOHundred (100') of Horizontal Distance? r~ 7 Will Driveways. Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off r~ in[o and/or in the dec on of a Town dghl-of-way? 8 Will this Project Require the Placement of Matedal. Removal of Vegetation and/or the ConstrucUon of r~ ~/~ any gem Within the Town Right of-Way or Road SUoulder Area? (This item will NOT include the Installation of Driveway Aprolls.) NOTE: If Any Answer to Questions One tUrot~gh Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submiited for Review Prior to Issuance of Any Building Permit! EXEMPTION: 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! Yes No STATE OFNEW YOI~K, ¢ make ~l(t filc tiUs ;l])l)[icltUOl~; dllti ifil sbatc'mencs cont;u.cd m this application ale ux~c to thc best of his ~lowlcdge a.d belie~ anti ' ) '~ ........................... N0.01D04634870 FORM - O6/O7 Qualified in Suffolk C0un~ .~, ¢) Commission ~Jres September 3~ / ~ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 ro errch .,~'ax(631) 765:~502 .q . ert(w, town.soumoFd.ny, us BUILDING DEPARTMENT TOWN OF $OUTI-IOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: Date: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Address: '~-t (~ (~L.-~) Ox~ C. t~'~ b,~oct~ *Cross Street: *Phone No.: Permit No.: Tax Map District: 5~ 80 ' 1000 Section: '~-;)- Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Cleady) (Please Circle All That Apply) *Is job ready for inspection: YES / NO *Do you need a Temp Certificate: YES / NO Rough In Final Temp Information (If needed] *Service Size: 1 Phase *New Service: Re-connect Additional Information: 3Phase 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Town of Southold Building Department Town Hall Southold NY 11971 November 29, 2009 To Whom it May Concem, 3 0 2009 DLDG. DEP[ TOWN OF SOUTHOLO We respectfully request an extension for Permit Number 339807 for the property located in East Marion NY at 2165 Old Orchard Lane (Section 37, Block 03 Lot 41). While the project Is virtually complete we are seeking this extension to ensure completeness without exceeding the date of expiration dated 12/12/09 for this building permit. We will be applying for an Inspection within 30-60 days. Thank you for your time and consideration. Sincerely, David Fisher Dear Members of the Zonin~ Board, S'iYqdd¥ 30 CIki¥C -£ March 3, 2008 Thank you for your time and consideration on Thursday February 28~, 2008. However, we have discovered a discrepancy with the Site Plan and survey. Please review the aRached revised Site Plate As you can see, the revised Site Plan indicates the existing structure with proposed additions shifted 10' back towards the rear property line. In light of the unfortunate discovery regarding the survey of fall 2007, we would like the opportunity to review with you, in the form of an addendum to the minutes of our recent hearing, the reasons for our request of a variance. 1. Our house, as it stands today, is set back approximately 31.2' feet from the rear property line. The house which borders on this same property line is set back approximately 26 feel A fence just on the neighbors property separates our respective parcels of land. The proposed plan for construction gives ns a set back on the north side of the house of 23.3'. 2. The home on the South side of our property is set back about 3-4 feet from our property line. Our home is about 15.1 feet from this same property line. 3. We want if at all possible to avoid a second story. Reasons include original tenets of Gardiners Bay estates which prohibited or at least strongly discouraged second story homes. We also are concerned about blocking evening sun on our south neighbors evening sitting area. While the tenet has not been followed by all, some egregiously, we are determined to stick to it. This place is successful from a community standpoint because of the general adherence to these ideals and parameters. 4. We are interest~l in maintaining the original character of this cottage, and so that people will have no problem indentifying our effort as such. The changes are based on the need for, we feel, a modest increase in living space. 5. Finally in light of the rear set back issue, we realize there is more room the north side of the property. We are hoping to avoid expanding any more in this direction for the following reasons: The first is the open view back through into the abutting property, It is important in the character of the property. · To expand into the North side of the propery could create a rear house width of 50 feet- a wall like appearance to our neighbor in the back....? We are concerned that this might provide a home that appeared to cover the lot to much. · Narrowing the north side of the property would deprive us of a place for winter storage of our boat. It would be inappropriate to store the boat in the front yard. · The final reason is general recreation- children playing the full gamut of yard games- bocce, volleyball, badminton, croquet, etc. To summarize, when considering these reasons, we feel 23.3 foot rear set back is consistent with the style of this neighborhood and will impact these abutting properties least of other options. For these reasons we again appeal to and respectfully ask the board to consider our application as shown on the revised ~it~,,l~i~m-(survey :~ _'_'_'_ ..). We are sorr your time and consideration. Most sincerely, /~/~. 1// for the confusion and appreciate MAR 3- 2008 3OARD OF APPEALS S 31°01'30" E 80.00' ,F ..... ]- --T , ..... '~- -- ] LOT ~.2 I LOT 11 ILOT 10 I LOT 9 I©O' , '1 - I EXIS'i~N~ 1 m ~ m b STORY ~OUSE i o ~1 · o DISAPPROVAL ~[~NG x I ~ E DE~ ~REEN ~ '~ ~ .... ~ ~ ~ L I ~ X / ~ I ~ o¢c¢~¢D ¢°~ A-2 S.C.T.M. NO. DIS'~ICT: 1000 SEC'nON: ,]7 BLOCK: ,5 LOT(S): 4. I LOT 12A LOT IOA PIPE FD 1.5'E WOO0 FE.~.5'N80.OO' O.L. E/W · = ~ [ I EL 15.1 EL 13~°Nc' ' MON ~ ~ LOT ~0 LOT LOT 12 ~ LOT 9 ~ 24A' ~ EXISTING ~ I ~ PROPOSED ~ SCREENED ~ - DECK ~ PORCH ~ ' ~- 5 ~ . , I FIRM ZONE X ~ THE WATER SUPPL~ ~LLS AND CESSPOOL LOCATIONS SHO~ ARE FROM FIELD OBSERVATIONS ADD PROPOSED ADDITION 03-03-08 BO~ O~ AP~A~ ANO OR OA TA ~T~EO FROM OTHERS REVISE HOUSE DIMENSIONS 11-27-07 - ELEVATION DATUM: AREA: 8,523 S.F. OR 0.2 ACRES UNAUTHORIZED ALTERA~ON OR ADDISON TO THIS SURLY IS A ~OLATION OF SEC~ON 7209 OF THE NEW YORK STATE EDUCA~ON LA~ COPIES OF THIS SURLY MAP NOT BEARING ~E LAND SUR~YOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE ~OP~ GUARANTEES INDICA~D HEREON SHALL RUN ONLY TO THE PERSON FOR ~OM THE SURLY IS PREPARED AND ON HIS BEHALF TO THE TITLE ~OMPAN~ GO~RNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF ~E LENDING INS~TUTION, GUARAN~ES ARE NOT TRANSFERABLE, THE OFFSETS OR DIMENSIONS SHO~ HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT ~E PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPRO~MENTS. EASEMENTS AND/OR SUBSURFACE S~U~URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY E~DENT ON THE PREMISES AT THE TIME OF SURLY SURVEY OF: LOTS 10 k 11 CERTIFIED TO: DAVID FISHER: MAP OF: GARDINER'S BAY ESTATES SECTION 2 riLED:SEPTEMBER 2~, 1927 AS ~275 SITUATED AT: EAST MARION TO~ On SOUTHOLD ~ ~' ~O~C~[ SUFFOLK COUNTY, NEW YORK ~ ~e~ ~ FILE ~ 27--97 SCALE: 1 "=20' DATE: SEPT. 12, 2007 N Y. S. LIC NO, 50227 mllnalninI ~e records of Robert J. S.C.T.M. NO. DISTRICT: I000 SECTION: J? BLOCK: 3 LOT(S): 4.1 LOT 12A LOT PIPE MON FO FO 1~2'E PIPE o.L E/w S 31°01'30" g ~o ~.~'~ wood ~.~.~'"80.00' EL 15.1 EL 13~ONc. LOT ~2 L0r ~ ~ LOT I0 ~ t X, / ~, EL 15.0 LOT g / · /~/ DWELLING : '// ~ ~os~o ~X~Sr~NC ~ ~ ~6.o' 22.4' ~ 15.1' - · ~20A5 Z ~ETER ~ 0 ~ / / LOCATIONS S~' F~'~'D- 08SERVA TIONS REVISE HOUSE DIMENSIONS 11 -27-07 ANO OR OATA ~TA~NEO FROM OTHERS A~EA~ 8,525 S.F. OR 0.2 ACRES ELEVATION OATU~: ASSUMED UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURLY IS A ~OLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LA~ COPIES OF TH~S SURVEY MAP NO~ SEARING THE LANO 5UR~YOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COP~ GUARANTEE5 INDICATED HEREON 5HALL PUN ONLY TO THE PERSON FOR ~OM THE SURLY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPAN~ GO~RNMENTAL AGENCY AND LENDINC INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS~TUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHO~ HEREON FROM THE PROPERTY LINES TO THE S~UC~RE5 ARE FOR A 5PEOFIC PURPOSE AND USE THEREFORE THEY APE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE ~E ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPRO~MENT5 EASEMENTS AND/OR SUBSURFACE 5TRU~URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY E~DENT ON THE PREMISES AT THE TIME OF survEY Da LOTS 10 ~ 11 CERTIFIED TO: DAVID FISHER: MAP Or: GARDINER'S BAY ESTATES SECTION 2 r~LED:SEPTEMBER 23, ~927 AS ~275 SITUATED AT: EAST MARION TOWN OF: SOUTHOLD ~NNE~ M. WOYCHUK L.S. SUFFOLK COUNTY, ~EW YORK ~nd Sure,n8 and Desigu ~ //~ ~ P.O. BOX 3, MatUtuck, New York. 11952 F~L[ ~ 27--97 SCALE: 1"=20' DATE: SEPT. 12, 2007~-~ PHO~ (631) ~98-1588 F~ (631) ~98-1588 REScheck Software Version 4.1.3 Compliance Certificate Project Title: Fisher Report Date: 04/21/08 Data filename: C:~Documents and Settings\Owner~My Documents~Autose~MKS~FISHER~ENERGY CALCS.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 18% Heagng Degree Days: 5750 Construction Site: 2165 Old Orchard Road East Marion, NY 11939 Owner/Agent: Douglas Fisher 2165 Old Orchard Read East Marion, NY 11939 Designer/Contractor: Mark Schwartz P.O. Box 933 Cutchogue, NY 11935 Compliance: 4.8% Better Than Code Maximum UA: 353 Your UA: 336 Ceiling 1: Cathedral Ceiling (no attic) Skylight 1: Vinyl Frame:Double Pane with Low-E Wall 2: Wood Frame, 16# o.c. Window 1: Vinyl Fmrne:Double Pane with Low-E Door 1: Glass Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1587 30.0 0.0 53 26 O.56O 15 1789 19.0 0.0 88 269 0.330 89 49 0.330 16 1587 19.0 0.0 75 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specificafions_~are in compliance witf)~is Code. Name - Title ! ' Signature Project Title: Fisher Report date: 04/21/08 Data filename: C:\Documents and Settings\Owner~My Docoments\Autoca~MKS\FISHER\ENERGY CALCS.rck Page 1 of 4 I1 ~IH~ I IJ I I I I I I I I I/ ~ L I/Nil ~ I I I I I I~ /"il KO--ION II AWOl NEW BEDROOM BATH II NEW MASTER BEDROOM NEW i OFFICE (2) 26210 PH NEW II NEW Iii DINING ROOM ~" 4G NEW DECK W/ PERGOLA EX~STING~ SCREEN PORCH '~'-2"x4' -1" 5C~ J J I · T FOUNDATION PLAN 1/4"= 1 '-0" 2 1ST FLOOR PLAN ~ 1/4"= 1'-0" OCCU ?;¢,:CY OR USE IS L!Ni.AV/FUL WITHES :i C~'*,', :7!CATE OF GO, PLUMBING ALL PL '-fBrNG WA~ & ' ;~ 'rINES~ TE8PING ~eFOBE F~ , ,rIctVTBEt / u-INa TE OF OCCUF CERTIFICATION OF NAILING & CONNECTIONS REQUIRED; ALL CONST°1 ~'"TION SHALL MEEI' THE RF ?, I"r I'T0,¢ OF THE CODES OF N= VV ~ ORK STATE. COMPLY WITH ALL CODEs OI NEW YORK STATE & TOWN cOE CONDITIONS AS REQUI~E~ AND -- /~""~- SOUTHO/D TOWN,Z~ ' -- _ 80UTHOLD ~ N,Y,8. DEC ~ APPROVED AS NOTED FEE: ~,~/¢0 BY' NOTIFY BUILBING DEFARTME[,ml' 765-1802 8Ab1 TO ~°M FOR THE FOLLOWING IHSPECT~, ~S: 1. FOUNDATION * T REOU]RED FOR POURED r 2. ROUGH - FP" lNG & P 3. iNSULATION 4. FINAL - CORS3 R~ r?T~ON MUST 8E COMPLETE c,-,, ALL CONSTRUCTION SHA[', MEET TF REQUIREMENTS OF THE CCDES OF NE YORK STATE. NOT RESPONSIBLE FO RETAIN STORM WA~R ~ONOF~ PURSUANT T0 CHAPTER OF THE TOWN CODE. DO NOT PROCEED W~TH FRAMING U4 IL OF FOUNDAT~L · HAS BE~N APPROVED. ,UNDERWRITERs CERTIF~ATE · REQUIRED :- lNG ON ORE ~NCY OF REV[SION$ := DRAWN: 3G SCALE: 114"=1'-0" .lOB #: AUGUST 16, 2007 SHEEr NUMBER: A REVISIONS ......... ii Ir---- ~ II IL ~ I If ~ ' ~lI~ II II I II ~ Ii I~ --~ II II II II ~1 II II II ex~nm~m~ II I iI I ~/4"=~'-o" ~'~P/~ ~ ~ · ~ AP~L 7, 2008 A-2 REVISIONS T ('"~ WEST ELEVATION ~ 1,4"=1'-0" ~ SOUTH ElFVATION ~ 1/4"= 1,-o,, b b ("~ EAST ELEVATION A~ 1,4"=1'-o. ~ NORTH ELEVATION r2 NEW NEW } MASTER BATH ~ BEDROOM NEW ~--A-'~ M E NT r-J EXISTING NEW G EAST ELEVATION 1/4"= 1 '-0" " F]- £- F]~- NEW BASEMENT EXISTING DRAWN: .,1G SCALE: 1/4"= 1'-0" ]OB #: 2008 SHEET NUMBER: A-3 ENEt 4,L NOTE5 CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design intent and framing details. They ars intended as a construction aid, not a substitute [or generally accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, strocturafly sound and a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if in variance with the plan. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safeb/ precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans. 5). Refer to the Window and Door schedule for exterior openings. 6). The General Contractor is to ensure that masonry or prefab?acted fireplaces meets or exceeds manufacturs's specifications and applicable codes. 7). The General Contractor is to consult with the owner for all built4n items such as bookcases, shelving, pantry, closets, trims, etc. 8). Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes ts determine intended heights of finished floor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil. 3). Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry walls occuring in exterior or unheated interior areas. 4). Any new concrete walls being attached to existing concrete structure shall be installed with #5 re-bar, t8" long at 12" o,c.. Use approved epoxy for installation, 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i_ Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with 6" maximum lifts (layers). 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 8x16 cast iron foundation vent for every 150 sq. ft. of area. 7'). Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y.S. Residential Construction Code, A 6-mil polyethylene film shall be applied over the below grade portion of exterior walls prier to backfilling. 8). Drainage as per section R405 of N.Y.S, Residential Construction Code. FRAMING NOTES 1). All framing techniques and methods as prescriptive design of 2006 SBC High Wind Edition Wood Framing Construction Manual. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Douglas Fir. Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted ). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of alt openings. LVL headers to have (3) jack studs and (2) full length studs on each side of 3penings, Searing wall window sills shall also have (2) window sill plates for 2x4 wall ~penings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire and blocking where applicable. 5). Ail flush beams/headers to be installed with heavy dufy galvinized hangers and anchors where app cable to all connecting joists. WIND FRAMING NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 2). RAFTER-TO-WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the walt stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b. When wall studs above do inot fall in line with studs below, the studs shall be attached to a common member in the fig,or assembly with uplift connectors in accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, silll plats, er bottom plate with uplift connectors. Steel straps shall have a minimum embedrnent of 7 inches in concrete foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced and sized in accordance to tabl,e 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all corners. 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior attached with 8d common nails at 6" c.c. at the panel edges and 12" c.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" c.c. at panel edges and 10" c.c. in the field shall be in accordance wiith the length requirements specified in table 3.15a-b. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS; Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when interior shed?walls are used. Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table 3.5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter4o-ridge along the open ceiling par[ of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, ail framing material to be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or Stainless steel. 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with propel? steel connectors anchored into concrete with a minimum 1/2" did x 7" long anchor Ibolt with washers and nuts, 3). Posts supporting, girders,shall be anchored to a 12"~12"xl 2" thick concrete footing. Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12'" dia. concrete piers for the girders. 4). Deck joists to have blocking at 8'0 o.c.. 5). A minimum of 10 inch flashing shall be installed bar,ween the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts witlh washers and nuts where needed. ~). Concrete piers shall be a minimum 6" above grade. be supported with hangers and anchors. Each Joist shall also be anchored Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES All water supply, drainage and venting to be installed as per N.Y.S. Residential 8). Double up floor joists under walls that run parallel to the floor joist and under bathtubs Floors to have ceramic tile installed shall be verified for proper load capacity unless noted ' on pans ?). Provide 2 - 1-3/4" thick rotc?clams ( height to match floor joists) around stairwell and/or 2). Verify septic system with the Engineer for Suffolk County Health Department approval. other access openings unless otherwise noted bJp ca ). fi). Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted. 9). Provide blocking/bridging in floor joists at 8'0 c.c.. Use solid blocking in floor joists under all bearing walls. Provide insulation baffles at eave vents between rafters. Install draft blocking as Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir grade plywood. Plywood to cover over plates and headers. 2). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture's instructions. 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage wails and ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building to have regular 1/2" sheetrock. All walls to be taped and finished. 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Fiat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 16. All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tax term te shield or approved equal. 3). If wall studs, plates or joists are cut out during installlation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure. Verify with the state code and manufacturs's recommendation for ma>dmum hole size and spacing permitted. HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhesriing to all applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General ontrsctor and owner for final review and approval. ELECTRICAL NOTES: 1). All electrical to be installed as per N.Y.S~ Residential Construction Code. 2). All electrical work shall be approved by a qualified Underwriter. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 of N.Y.S. Residential Construction Code. NAILING SCHEDULE ROOF FRAMING: NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING RAFTER TO 8' WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST 8' WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10' WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAiL COLLAR TiE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING EACH TOE 2 - 8d COMMON TO RAFTER END NAIL RIM BOARD EACH END 2 - 16d COMMON TO RAFTER END NAiL WALL FRAMING: NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING TOP PLATE TO 2 - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 2 - 16d COMMON 24" FACE STUD C.C. NAIL HEADER TO 16" C.C. FACE 16d COMMON HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST 2- 16d COMMON FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING FLOOR FF MING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST ~ 2 - 8d COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAiL LEDGER STRIP EACH FACE TO BEAM 3- 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3- 16d COMMON JOIST NAIL BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 ROOF SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING ISTRUCTURAL PANELI 8d IASWFCMPER TABLE. SSC3'8 CEILING SHEATHING: N^ L I .A L I JOINT DESCRIPTION CITY. I SPACING I 7" O.C. EDGE GYPSUM 5dCOOLERSrt0" c.c. FIELDI WALLBOARD WALL SHEATHING: NAIL NAiL JOINT DESCRIPTION QTY. SPACING STRUCTURAL 8d COMMON ~ &S PER TABLE 3.9 PANELS WFCM - SBC 7/16" OSB 6d COMMON 3" C.C. EDGE PLYWOOD 6" C.C. FIELD 7" O.C. EDGE GYPSUM 5d COOLERS 10" C.C. FIELD WALLBOARD FLOOR SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. ,,SPACING STRUCTURAL PANELS ........ I 6 C.C. EDGE 1" OR LESS /sa ~'u~wMur~112" O.C, FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge, If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connecters, such as shear plates, shah be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to1 - 16d nail per foot. PLAN CONTENTS: OCCUF=ANC'r' CLASSIFICATION t~3 RESIDENTIAL E~WILDING USE RESIDENTIAL D~ELLIN~ ~UILDING HEIGHT (SEE ~LANS) TOTAL 5~. FT. OF CONSTRUCTION (SEE PRESCRIPTIVE A~ PER N.~,5. RESIDENTIAL CONGTRUCTION CODE AND DESIGN C~ITE~IA 2go& 5~C HIGH DIND EDITION, DOOD FRAME CONSTRUCTION MANUAL EXT. ~LCONIE~ DECK5 40 ATTIC~ ~/~ ~TOR~E ATTIC~ ~/ ~TO~A~E 20 DE$1~N LOA~ C~LCUL~TION5 ~OOF (G~OUND 5NO~ LO~D) 20 (LIVE LQAD5 PSFJ ROOM5 (OTHER THAN SLEEPING) ~OOM5 (~LEEPING) 30 EXPOSURE CATA~ORT (DESIGNED FO~ C~T, C) LOAD ~ATH 5ER CONSTRUCTION ~ND~IND PATH CONNECTION (~OOF - FOUNDATIONJ D~AIL ~AGE ~ GENERAL NOTE NAILING ~CHE~ULE ~EE ~ENE~L NOTE F[~E P~OTECTION (5~OKE ~ C02 DETECTORSJ ~ 5ER FLOO~ ~LAN~ T~U55 DESIGN N/A - STaNDArD ~TICK FRAME CONSTRUCTION CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEIED DESIGN ~NEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN'r HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 1t NONE 20 LBS. t2:0 S SEVERE 3 FT. TO HEAVY MODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" C.C. SEE NOTES: 1,3 SEE NOTES: 1 ( BOTH FII INTERIOR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" C.C. NOTE: 2 FOR PANEL Fi GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" C.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch c.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49, For framing members with <0.42<G<0,49, the nail spacing shall be reduced to 6 inches o,c. 3). Tabulated 4 in ch o,c, nail spacing assumes sheathing to rafter / truss framing members with G>0,49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches c.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES SEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZO,NE 8d COMMON @ 6" C.C. 8d COMMON @ 12" C.C. NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" C.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall she,athing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch c.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For frs~ming members with 0.42<G<, the nail spacings shall be reduced to 6 inches o,c. 3), For exterior Ipanel siding, galvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5J8" TYPE-X SHEETROCK FIRE STOPPING AT '10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL '1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. ~ectfon R~O2.~, - FIR~EtBLOCK. INC= RE~LIIRED FlreDIc~ckln~ shall ~ pr~vi~ ~o cut 0¢¢ all c~nc~al~¢ draft ~penfn~s (bo~h v~r%fca[ and h~rlz~ntal) FIr~bloc~ln~ shah ~e provided In ~oo~-Frame construction In ~hm ¢ollomTn~ locations, In concealed spaces of stud walls and partftro~s, includln~ F`urred spaces, a% the cellincl and floor levels. Co.~cealed horizontal Furred spaces shall also b~ rfrebl~cked a% Intervals no~ exceedl~ I0 res%. ~a%~s or blankets of mineral or ~lass rider shall be allo~ed as ¢freb~ockln~ in ~alls constructed usln~ parallel ro~s ~r studs or staggered studs. under e%allre shall compl~ ulith 5action R514.B:, N.'T'.5. ~eslctential Code. flame and products of' combustion. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOUJING APPROVED USP METAL CONNECTOR5 FOR PROPER SIDEWALL~ WALL APPLICATION CONNECT TO t SIDE OF ALL CORNERS TO FOUNDATION W/ANCHOR SOLTS ADS5 CONNECT TO 1 SIDE OF ALL CORNERS ON BOTH BOT. PLATE OF 2ND FLOOR AND TOP PLATES OF 1ST. FLOOR. CONNECT THROUGH THE FLOORS TO EACH OTHER W/THREADED ROD DOWN )DOWN ADS5 ANCHOR WALL STUD METAL STRAP -- RIM BOARD SILL PLATE(S) FOUNDATION STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WlNDOW/DQOR OPENING JACK STUDS APPLICATION INSTALL 4'0" C.C. AND JACK STUDS ON ALL OPENINGS :LOOP JOIST DEPTH INSTALL 4'0" O,C, AND JACK STUDS ON ALL OPENINGS 8"- 14" INSTALL 4'0" O,C. 14" - 16" AND JACK STUDS ON ALL OPENINGS LJSP NUMBER DESCRIPTION LSTA24 .1/4"x24" 20ga, STRAP LSTA3O 1-1/4"x30" 18ga. STRAP LSTA36 1-1/4"x36" 18ga, STRAP 2ND, FLOOR WALL 1ST. FLOOR WALL STAPPING TO BE A~rACHED TO WALL STUDS @48"OC ~ND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTF USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C, 4" - B" LSTA36 1-1/4"x36" 18ga, STRAP AND JACK STUDS ON ALL OPENINGS INSTALL 4'0" O.C, MSTA48 %1/4"x48" 16ga, STRAP B" - 16" TYP, CONC. FOUNDATION DAMPPROOF EXTERIOR 6MIL POLY ON EXTERIOR KEYWAY FOOTING DRAIN TILE CONC. SLAB AND JACK STUDS ON ALL OPENINGS 6 MIL. POLY GRANULAR FILL INFORCING BAR J TYPICAL CONC. FOUNDATION, APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. CONC, SLAB 6X6 t0/10 WWM COMPACT FILL KING STUDS CRIPPLE STUD - HEADER JACKSTUDS GRADE 12" ' MIN. DRAIN TILE -- GOOD CONSTRLICTION. FOLLOLU MANUFACTURE'5 RECOMMENDED IN¢',TALLATION INSTRUCTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD CAPAC:;IT'r', I LOCATION lUSPNUMBER[ DESCRIPTION IALL OPENINGS[ LSTA12 ~ 22WNANCHOR BASE EXTFJI SIDE~[ SHIN =,EINFORCING BAR TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS 51C)E LU,ALL FL, ,,SNING METAL FLASHIN~ AT ALL EAYES, 51I: AND ~A~EO -- pROVIDE HEMMED E~ STEELCOLUMN CONC. SLAE COMPACT RLL -- CONC. FTC. MIN, 3" STEEL COLUMN ANCHORED TO 24 P.T. PLATE THICKEN SLABS BENEATH BEARING W~ REINFORCE FOOTING WITH (2)#4 RE 6X6 W.W.M, BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT APPLICATION .OCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. kPPLY TO EACH JACK STUD ROOF LSTA24 -1/4"x24" 20ga. STRAF APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGEh: FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 'PLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER t LEDGEI~ BLOCKING @24"OC ~ / ~ '"~'~.~ VENTS SELECTED AND CATED BY CONTRACTOR CRICKET AT TOP-SIDE OF _ AS REQUIRED /CHIMNEY RAFTER ~ ~': / WALL SHEATHING ~ _ _~ VENTILATION WOOD JOIST ~ / SIDEWALL FLASHING ~~ ~ BLOCKING TOP PLATE - -- ~ '¢~-- 2x4 LEDGER BLOCKING FINISH WALL AND MOISTURE ' ~ ~ 2x4 SOFFIT JOIST BARRIER TO LAP FLASHING ATTIC SHALL BE PROVIDED WITH A ~ ~ ~ ~ FASCIA . AT WALL-' MAINTAIN GAP ~¢~ ~ ;*GU/TbN ~ ~ MINIMUM NET FREE VENTILATING AREA BETWEEN WALL FINISH AND NOT LESS THAN 1/150 OF TH WOOD GIRDER THE SPACE VENTILATED ALL OPENINGS ' OSIO uuNH~. ~CREENED VENT SHALL BE COVERED WITH C OFFIT 1 EXT. PL~OOD RESISTANT METAL MESH WITH MESH PROVIDE HEMMED EDGE AT OPENINGS OF % INCH IN DIMENSION. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION 5OFF[TE~ AND SO AS TO MAINTAIN AIR CONNECT TO PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ~ GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RTl0 0-3/4" x 18ga. ~DOWN ANCHOR EACH RAFTER ACTION ~OO~ ~ENTILATION / OVER BEARING WALLS AND HEADERS CONNECT TO B"- 12" RAFTER PT20 21-1/8"x 20ga. TYDOWN ANCHOR EACH RAFTER 5OFF[TED EASE D~TAIL KEEP ROOFING NAILS OUT ROOFING LAPS BASE ~~ ~ FLASHING 4 ~NCHES RAFTER O RIDGE CAP OF SAME FLASHING W~PS CORNERS ~ MATERIAL AS ROOFING NDS UNDER SHINGLES AT %~ NAILED TO SHEATHING ~ 4 INCHES AND LAPS GH VENT ~LES AT BASE MiN. 4 fNCHES WOOD JOIST TOP PLATE GIRDER/HEADER 5MIND E~ALL~, WALL STUD LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RTl5 ~DOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1t2" HIGHER THAN LVL HEADERS TERMITE SHIELD ~ - GASKET : I BOLTED TO STEEL ..... ~,~ -, ~ : / : ..... . _ , / ~ ~ ~ FLASHING AT ~ ~ / /// "~ 112" G~O~T / ANCHOR BOLT CONNECTION (USPLBPS58ORBP583) i I I ~ FOUNDATION 5,8" DIA, ANCHOR BOLT ~ % ~.--' f lO (CRAWL SPACE OR FOUNDATION) 1 STORY 72" CC TTPICAL BEAM ~ETAIL SILL P~TE TO FOUNDATION 2 STORIES 36" CC STEEL / ~OTTOM ~EAR x24"x12" CONC. FTC. (CRAWL SPACE OR FOUNDATION) WALL BOSOM PLATE TO FOUNDATION t-2 STORIES 57" CC ~OOF J~C~5 ~ VENT~ ~ETAIL (S~B-ON-GRADE) -DOOR FRAME b . ¢/// - 4" , J~<~ % ~ ~ 4"~*lV~ NOTCH JOIST AND ADJUST HEIGHT < i ~ < - ~ I~112~ , , . k ' (WITH A NAILING PLATE IF NEEDED) (PROVIDE 8T~PPING TO KEEP JOISTS ALIGNED) 4'~ '~ ~ ~ NOTCH BEAM FOR MUDSILL IF REQUIRED "' M~IMUM =~ ' ~ ~ ~ '~ ' ~ ,~ > ~.~ ~ ~ I1~11 ~ ~ JOIST NOTCH EQUALS 114 DEPTH OF BEAM :~ ~ . d~, ~ > =~ -REINFORCING BAR % ~ ~~ ~ ~ STEEL BEAM .~ ~ ~ SHEET METAL / 3~ FELT UNDER BEAM AT POINT % ~ 4 ' SHIMS TO LEVEL BEAM ~ I~ PLATE (BOLTED TO BEAM; NFORCING BARS. % 3" MINIMUM BEARING SURFACE FOR WOOD BEAM ~A~ DOOR BLOCKOUT ~E~M POCKET WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS LDIN~ R~ESIST,~,NT GONST~[JGTiON. FOLLOUJ MANUFACTUreR'6 f~EC. OMMEN~E~ INSTALLATION INSTf~UC. TION5 TO AGNIE'v'E MAXIMUM UPLIFT LISE THE FOLLOUJIN~ Of~ APPf~O'vq~D U~f" f'lt:::l,~l.- ~,r.,JININ=~I~--'T~ r-~'r,~ r-r~.xr-~-r~ w~,.~.,- ,-.~- ...................... ' -. . CLIMATIC & GEOGRAPHIC DESIGN CRITERIA RAFTER -- ~ GROUND WIND SEISMIC FROST WINTER IOBSNIBLD FLOOD ' SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LEDGER TO"DAW MODERATE . "O"E -]]. ~ ~ RAFTER JACK STUDS __.~_ RAFTER-TO-LEDGER CONNECTION DECK AND COVERED PORCH NOTES: LEDGER TO BE CONNECTED TO BLDG, USING :[/2" DIA, BOLTS @:[6"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION RI PGE-TO-RAFTER CONNECTIO~N RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION JSP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted, all framing material to be ~1 ACQ pressure treated lumber· LOCATION USR NUMBER DESCRIPTION AppLICATION 2x6-gx8 LB26 :[Sga, SLOPE HANGER APPLY TO EACH RAFTER / LEDL~K ALL OPENINGS LSTA12 :[-I/'t'"x:[7-" 20ga, STRAF APPLY TO EACH JACK STUD Ail fasteners, hangers and anchors to be galvin[zed or stainless steel. ~m,~,1~ ~,IL. IN~ "~ ROOF LSTA24 :[-!/4"x2~" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X:[0 LS2:[0 :LSga, SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH E~]PPLE STUD Girdersg)' GlrderSon concretef°r deck joiStSpiers toshallbe heb°ltedanchoreder anchoredwith propert° eaChsteelPOStconnectersOr pier wlthanchoredWashers and nuts, into concrete with a minimum 1/2" dm x 7" long anchor bolt with washers and nuts. focting. Use e minimum fl2" d~a × 7" long anchor bolt wgh washers and nuts. Eeetln§s Shall MINIMUM ~ ~ be 3 ft. below grade, ~ ~ RAFTER HANDRAILS 4). Deck joists to have b~ocking st ~'0 and over the ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers ' and nuts at 16" c.c. · POST ~ 6). Concrete piers shall be a minimum 8" above grade TOP PLATE ~. / TOP PLATE ~ 7). Ail joists to be supported with hangers and anchors. Each Joist sh~ll also be anchored building. WALL STUD ? I WALL STUD o 9), Use simpson hangers and anchors with Z.MAX tripple protective coating or equal OpEN ~SALL/~TEf~ ~,TT.dCHED TO ~ALL~ ~- - ~ for any contact with ACQ. RAFTER TO PLATE/STUD CONNECTION~ HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION LOCATION dSP NUMBER i DESCRIPTION AppLICATION CONNECT EACH NAILING SCHEDULE ALL HANDRAILS SHALL BE CONTINUOUS THE PULL LENGTH LOCATION JSP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT1S TYDOWN ANCHOR POST-TO-DECK CONNECTIION OF THE STAIRS, HANDGRIP PORTION OF ALL HANDRAILS CONNECT TO RAFTER TO PLATE SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN 4"- 6" RAFTER RTIO :[0-3/4" x LSga. TYDOWN ANCHOF =ACH RAFTER CONNECT OVER USE MIN, (2) 1/2" DIA, GALV, BOLTS WITH WASHERS AND NUTS RO0 F SH EATHI N G: CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PLATE/WALL SPTH4 ~TUD PLATE ANCHOR pLATES TO EACH STUD NAIL NAIL NOTES PROVIDE AN EQUIVALENT GRIPPING SURFACE 8" ' :[2" RAFTER RTg0 g~.-1/8" x 20ga. TYDOWN ANCHOR -:AcHCONNECTRAFTERTO ~ JOINT DESCRIPTION QTY.I SPACING ~S PER TABLE 3.E STRUCTURAL PANEL 8d WFCM - BBC 4" MAX, GIRDER/HEADER O ROOF FRAMING: 4" DIA, MAXIMUM ~ ~ GIRDER/HEADER JOINT DESCRIPTION QTY. SPACING JOIST POST/COLUMN (~ o TOP PLATE lO'WALL: 4-8d COMMOn, RAFTER POST/COLUMN (~) CEILING JOIST B'WALL·3-Sd COMMON EACH TOE-NAIL ~TO TOP PLATE 10' WALL: 4-8d COMMON JOIST r~ ~. / CEILING JOIST TO AS PER TABLE 3.7 EACH FACE t ] PARALLEL RAFTER WFCM- BBC LAp NAIL ] ! ] GIRDER/HEADER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - BBC LAp NAiL POST-TO-GIRDER/HEADER CONNECTION COLLAR TIE AS PER TABLE 3.4 EACH FACE LOCATION USP NUMBER DESCRIPTION APPLICATION -.~ / TO RAFTER WFCM- BBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE SPLICED JOISTS OVERHEADER/GIRDER ,x~ SOLID COLUMN =ES44 / PBSE.~ / KC44 ~OST CAP ANCHOR APPLY TO EACH COLUMN x6 SOLID COLUMN PBS66/PBSE6S/KC66 POST EAR ANCHOR APPLYTO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER END NAiL RIM BOARD 2 - 16d COMMON EACH END LOCATION UBP NUMBER DESCRIPTION APPLIC,~T'~ON HOLLOW COLUMN SIMPSON STRR:[/2 H,C, ANCHOR ~PLY TO EACH COLUMN USE MIN. (2) 1/2" DIA, GALV, BOLTS WITH WASHERS AND NUTS TO RAFTER END NAIL i IOIST TO GIRDER/HEADER RTL(] 'YDOWN ANCHOR CONNECT TO EACH JOIS'[ BTu WALL FRAMING: ~ ~B~EA~NG PLATE GIRDER JOINT DESCRIPTION QTY. SPACING NOTES TOP PLATE TO 2 - 16d COMMON PER FACE NAiL TOP PLATE FOOT ' TOP PLATES AT 4 - 16d COMMON JOINTS FACE ,~ ,,;' .~' INTERSECTIONS CA, SIDE NAIL ~ 24" FACE WOOD JOIST STUD TO 2 - 16d COMMON > "~ -'" STUD O.C. NAIL II CONCRETE PIER ~ ' ' . HEADER TO 16d COMMON 16" C.C. FACE ,, ,- HEADER ALONG EDGES NAIL WOOD JOIST-- WOOD JOIST - ,, '.~. TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END · ,~., PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ~ BOTTOM PLATE TO: PER FLOOR JOIST, BAND JOIST, 2 - 16d COMMON FOOT FACE NAIL FLUSH JOISTS WITH HEADER/GIR. DER END JOIST OR BLOCKING CEILING JOIST TO BLDG. CONNECTION ALL ~OISTS CONNECTED TO A FLUSH BBADE~ TO BE SUPPORTED WITH HEADER/GIRDER-TO-POST CONNECTION THE PROPER STEEL CONNECTOR. LOCATION USP NUMBER DESCP.[PTION APPLICATION LEDGER TO BE CONNECTED TO BLDG, USING :['2" DIA, BOLTS @16"0C WITH WASHERS IF ANLE, SET FIR JOISTS APROX. :[,4" HIGHER THAN LVL HEADERSTo ALLOW FOR SHRINKAGE, R~ot~I~j ~______~ROD~'l (3)(2' BEAMS PAU44 OR WE44BEAMS PAUB6 OR WE6, POsTPOST/BEAM, BEAM ANCHoRANCHOR APPLY TO EACH PIERAPPLy TO EACH PIER DECK FRAMING: _ NAIL NAIL II ~ ~ JOINT DESCRIPTION NOTES FLASHING TUCKED UNDER ~ QTY. SPACING - -- -- JOIST TO: 4 - Bd COMMON PER TOE /TOPRIECEOFSID[NGAND.,. ~ .~-'~ ~- ~ , II / LAPPED OVER FIRST CONTIN. ~ -THREADED ROD 8ILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2.8d COMMON EACH TOE BLOCKING 1/2 DIA. LAG BOLTS W/WASHERS '-.. POST ~) 2 - 8d COMMON EACH TOE TO BLDG· @16" CC~ ~ / ~ ~ ~ MINIMUM TO JOIST END NAIL ~ ~/~ ~ "~~D DISTANCE BLOCKING TO: ~- 16d COMMON BLOCK NAIL WOOD JOIST -- '~- ~ ~ ~ SiLL OR TOP PLATE · EACH FACE LEDGER STRIP ~_ 16d COMMON JOIST NAIL ', ,,' · ,,o . .o.' o END ~ NCR ' JOIST ON LEDGER 3-§d COMMON PER TOE ' '~ ' FLOOR FRA~TS , _ · . .., 12"xl2"xi2" ~ - TO BEAM JOIST NAIL CONCRETE FOOTING " ~ l ~ ~ ~ PER END I BAND JOIST 3" 16d COMMON JOIST NAIL WOOD GIRDER .~' ,, ~ ~ .' TO JOIST ~~ PER TOENAIL BLOCKING FOR / ~ '"IOIST HANGERBAND JOIST TO: 2 - 16d COMMON FOOT LAG BOLTS HOLLOW COLUMN UPLIFt SILL OR TOP PLATE / ~,[1~,~_..__ SIMPSON STRONBT~E MODELSTRR:[/~ DECK POST FTG. CONNECTION RIM JOIST / BD,/ ~/~ ~ h~J/L' SPLICED JOISTS OVERHEADER/'_G_ IRDER_ INSTALL AS PER MANUFACTURE'S RECOMENDATiONS LOCATION USP NUMBER DESCRIPTION APPLI:CATION PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED NND 4X4 POST ~AU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH FOOTING USEWITH RTIOTYDOWN ANCHORS DECK/pORCHLEDGER CONNECTION BXB POST ~AU6B OR WE66 POST / BEAM ANCHOR APPLY TO EACH FOQTINL~ LOCATION USP HUMBER DESCKIPTION AppLICATION CONNECT EACH RAFTER/PLATE RT1S TYDOWN ANCHOR RAFTER TO PLATE CONNECT OVER PLATE/WALL SPTH4 ~TUD PLATE ANCHOR PLATES TO EACH STUD NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING RAFTERTO BIWALL: 3-Ed COMMON EACH TOE-NAIL TOP PLATE O' WALL: q-Ed COMMOn, RAFTER CEILING JOIST B'WALL. 3-Sd COMMON EACH TOE-NAIL TO TOP PLATE 10' WALL: d-6d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - BBC LAp NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - BBC LAp NAiL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - BBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAiL RIM BOARD 2 - 16d COMMON EACH END TO RAFTER END NAIL NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING TOP PLATE TO 2 - 16d COMMON PER FACE NAiL TOP PLATE FOOT TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS CA, SIDE NAIL STUD TO 2 - 16d COMMON 24" FACE STUD C.C. NAIL 16" C.C. FACE HEADER TO 16d COMMON ALONG EDGES NAIL HEADER TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAiL BOTTOM PLATE TO: PER FLOOR JOIST, BAND JOIE~ 2- 16d COMMON FOOT FACE NAIL END JOIST OR BLOCKING NAIL NAiL NOTES JOINT DESCRIPTION QTY. SPACING JOIST TO: 4 · Bd COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2.8d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: ~- 16d COMMON EACH TOE BiLL OR TOP PLATE BLOCK NAiL EACH FACE LEDGER STRIP ~- 16d COMMON JOIST NAIL TO BEAM PER TOE JOIST ON LEDGER 3 - §d COMMON JOIST NAIL TO BEAM PER END BAND JOIST 3- 16d COMMON JOIST NAIL TO JOIST BAND JOIST TO: 2 - 16d COMMON PER TOE NAiL SILL OR TOP PLATE FOOT