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Home My WebLink About35421-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34625 Date: 10/25/10 THIS CERTIFIES that the building ADDITION Location of Property: 350 PARK AVE (HOUSE NO.) (STREET) County TaxMap NO. 473889 Section 123 Block 7 Subdivision Filed Map NO. Lot NO. MATTITUCK Lot 8 (HAMLET) conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 4, 2010 pursuant to which Building Permit No. 35421-Z dated MARCH 30, 2010 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 SECOND FLOOR ADDITION WITH DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to BUD GEORGE HOLMAN ( OWNER ) of the aforesaid building. SUFFOLKCO~fYDEP~/~T~TOF}~ALTHA~I~ROIKAL N/A Z.Rt'~IC~J~ C~U(TIFIC3%~ NO. 35421 09/27/10 PLI~E~S ~KTIFICATI~N DA-l-~u.~ 09/24/10 PERFECTION PLUMBING /~//ri/z e~Si" gna ture Rev. 1/81 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. 35421 Z Date MARCH 30, 2010 Permission is hereby granted to: BUD GEORGE HOLMAN 101 PARK AVE NEW YORK,NY 10178 for : CONSTRUCTIO OF A SECOND FLOOR ADDITION PER TRUSTEES AS APPLIED FOR at premises located at 350 PARK AVE MATTITUCK County Tax Map No. 473889 Section 123 Block 0007 Lot No. 008 pursuant to application dated FEBRUARY 4, 2010 and approved by the Building Inspector to expire on SEPTEMBER 30, 2011. Fee $ 334.00 ~~uu t h~o r~i~ S i gna t u r e Rev. 5/8/02 ORIGINAL Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 lbrm). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons thereibr in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Co~nmercial $15.00 New Construction: Location of Property: Owner or Owners of Property: Suffolk County Tax Map No 1000, Section j Date. Old or Pre-existing Building: House No. Street Block '~7 Filed Map. Date of Permit. ,~ - ~- I{,~Applicant: Subdivision PermitNo. ~5~[Z { Health Dept. Approval: Planning Board Approval: Request for: Temporary Certi Fee Submitted: $ ~. f BLDG. DEPL lOWtq OF SOUTHOLI) (check one) Hamlet Lot :rs Approval: Lot: :ate: (check one) AI~plicant Signature Towil 1 fall AIIIICX ,5 t373 Main Road P.O. 1½ox 1179 Southold, NY 11!t71 Telephone (631) 76,;- [ 802 Fax (G31) ro.qer, dchert(~,town southo d.n¥.us BI qL1)IN(; 1)EPAI{TMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Holman Address: 350 Park Ave City: Mattituck St: NY Zip: 1195~ Building Permit#: 35421 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3,ontractor: 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 Servicelph ~ Heat ~ DuplecRecpt ~ CeilingFixtures ~ HIDFixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures ~.~ Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures ~ CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture ~ Pumps Transformer Appliances Dryer Recpt Emergency FixturesJ~I Time Clocks Disconnect Switches Twist Lock Exit Fixtures [~l TVSS Other Equipment: 3 combo smoke/co detectors, 1 hear pump/air conditioner Notes: 2nd floor addition Inspector Signature: Date: Sept 27 2010 81 -Ced Electrical Compliance Form Town Hall, 53095 Main Road P.O..Box 1179 Southold, New York 11971-0959 BUILDING TOWN OF CERTIFICATION Fax (631) 765-9502 Telephone (631) 765-1802 8EP 2 4 2910 BLDG. DEP'L TOWN £ THOLD Date: Building Permit No. Owner: Plumber: (Please print) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before rne this day of~o~ , 20 l ~) I Notary Public, ~h.-~-ffra !1~ County Lorraine LaRosa NOTARY PUBLIC, State of New ¥o1~ No. 01LA6059257 Qua ified In Suffolk CountY ~1 Commission Expires May 29, 20 [t TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC N [ ] FOUNDATION 1ST [//J' ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIREI~s'rANTC0.SmUC!l~ REMARKS: /~/i [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FII~ I:t~s~'rANm I~N~I~,A'TION DATE ~//~///~:~ INSPECTOR//~2/~ / / TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA,-,., ~' INSPECTION [ ] FIRE RESISTANT CO#STRUCTION [ ] FIRE RESISTANT PENETRATION J~LECTRICAL (ROUGH) [ i ELECTRICAL (FINAL) REMA:R.q.q~KS: ~ DATE INSPECTOR~_____~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F/,OUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIR/.E~F~ INSPECTION I//]'FIRE RESISTANT PENETRATK)N [ ] FIRE RESISTANT CONSTRUCTION REMARKS: , ~,~,.~ DATE ~~-- INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ~)~.?NSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RESISTANT CONSTRUCTION ~ FIRE RESISTANT PENETRATION RRE REMARKS: ~__~~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSUlATiON [ ]FRAMING / STRAPPING [~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIREnESWTJU~TC0NSTgUCTI0fl [ ]FLqEnEmSTANTPmETIMTI0N REMARKS: ~ ~ ~.~ DATE INSPECTOR~~-/~, TOWN OF SOUTHOL] BUILDING DEPARTM TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFm Examined 3/~ o, 20 pO Approved ,~}~ ~ 20 /9 Disapproved a/c Expiration f/3O, 20 ,// 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 3.5~, c~- ~ ~:: Check Septic Form N.Y.S.D.E.C. "~ Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: l~uilding Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS L/''p< ,20t 0 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,rl~,ousing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. \ (Signature of applicant or name, if a corporation) (Mailing address of applic/ant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nanle of owner of premises [3 ~ (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. Locatio_n of land on which_proposed work will be done: 35 o //4 ,Z iL A · t'-d4 r-r'-I c lc_ House Number Street Hamlet County Tax Map No. 1000 Section / Z _,~~ Lot Subdivision ~'""~' "'"'~ "~' ~~~ Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed a. Existing use and occupancy /~ d 5 . .~/it ~ {2"t4 ~ b. Intended use and occupancy /¥ ~ &to.ax_ r,3 .~ 3. Nature of work (check which applicable): New Building Addition Repair Removal Demolition Other Work 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars construction: Fee Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Rear Height / 6" Number of Stories ! Depth Dimensions of same structure with alterations,pr additions: Front Depth Height 7_~ ~ Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories 9. Size of lot: Front Rear Rear Depth Depth t~ Fr. ~'f" ~/ 10. Date of Purchase Name of Former Owner ,/3 ~t ! C ~, ~1 7 11. Zone or use district in which premises are situated 12. Does proposed construction violate any z?ing law, ordinance or regulation? YES_ NO 13. Will lot be re-graded? YES NO~"~'-'Will excess fill be removed from premises? YES NO 14. NamesofOwnerofpremises_~0~_ ~'[~[,,~.r,. Address //"~O.'[-T, Tu~k-PhoneNo. NameofArchitect ChoL!L [-/,~ ~,,-t ~ 5 Address rc f~/~WLi,{~-4,_hPhoneNo -~- -7 q Name of Contractor .3'"(~ M ~ ttl..,.r'a I~.,O:ldress /.../Iotfi_l~'-/_ PhoneNo. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ~ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS/MAY BE REQUIRED. b. Is this property within 300 feet ora tidal wetland? * YES x/ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) D{~ vl~ 5~__ ['~ ~ t~5 C being duly sworn, deposes and says that (s)he is the applicant (Name of individual signlng c~rntract) above named, (S)He is the A · (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be pertbrmed in the manner set forth in the application filed therewith. Swo.rn to before me this L'/r''t-x dayof f'-e~r ,~ &/~0[ 0 Q.~ Notary Publf~ (~~~"'"~ \ Signature of Applicant BOARD OF $~HOLD/TO%VN ~TEES PE~IT NO, 7~S? PROPERTY ADDRESS: Pursuant to the provisions of Chapter 275 and/or Chapter 1 ! 1 of th~ Town Code of the Town of MAR, :2 9 2010 BLDG. DEPT. TOWN OF permits thc following: ' W~fiand Pei:mit ~ a 265 square foot deck, ~ C9~ IH,, !~at date,~ ,~, ~ept~mber 12~ Jill M. Doherty, President James F. King, Vice-President Dave Bergen Bob Ghosio, Jr. John Bredemeyer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0583C Date S tember 24 2010 THIS CERTIFIES that the second-stow addition onto the existing dwelling, deck, and drvwells At 350 Park Ave., Mattituck Suffolk County Tax Map #123-7-8 Conforms to the application for a Trustees Permit heretofore filed in this office dated 2/23/10 pursuant to which Trustees Wetland Permit #7257 dated 3/17/10 was issued and conforms to all of the requirements and Conditions of the applicable provisions of law. The project for which this certificate is being issued is for a second-story addition onto the existing dwellin~ deck, and drywetls. The certificate is issued to BUD HOLMAN owner of the uoreSaid property. r~lAe~ S~i~atu~r~ Town Hail Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 rorer, dch er t (~.t~'~.~u~. ny. us BUILDING DEPARTMENT TOWN OF SOUTHO~,n APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: Date: /= - / ?- ~ o JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Pe~it No.: Tax Map District: 1000 Section: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Block: Lot: (Please Circle All That Apply) *Is job ready for inspection: ,Do you need a Temp Certificate: Temp Information (If needed}, *Service Size: 1 Phase 3Phase *New Service: Re-connect Additional Information: 82-Request for Inspection Form ~/NO ~ Final YES 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET'~-2:" '~'~,: VILLAGE DIST. SUB. ~> /.~/ FORMER OWNER ~ N }~m,l< AV~ E 1~4~_~o / S W ~PE OF BUILDING ~ES. ~/~ ~ S~S. VL. ~ FARM COMM. CB. MISC. ~t:Value ~ND IMP. TOTAL DATE REMARKS AGE BUILDING CONDITION ~ :.,/~, N~ NORMAL BELOW ABOVE FARM Acre Value Per Value Ac re Tillable 1 Tillable 2 fi[Jab[e 3 ~oodland ~wampla,nd FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD - ~ BULKH~D total DOCK ~×ten$ion Extension Extension Porch Porch Breezeway' G3rage Patio O.B. Total Foundation IExt. Walls Fire Place Type Roof Recreation Room Dormer Driveway Both Dinette Floors K. [~qterior Finish -~ LR. Heat DR. Rooms ]st Floor !Rooms 2nd Floor BR. FIN. B. Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM District Section B~ock Lot THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER, GRADING; DRAINAGE AND EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Chock Mark (~) 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.) Does the Site Plan and/or Survey Show All Proposed Drainage Stroctures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIow! -- Will this Project Require any Land Filling, Grading or Excavation where thera is a change to the Natural r~ Existing Grade involving more than 200 Cubic Yards of Matedal within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of r'-I ~./ Five Thousand (5,000) Square Feet of Ground Surface? ~ -- Is there a Natural Water Course Running through the Site? r'~ ~/- s h s Projec w thin the Trustees jurisd ct on or w thin One Hundred (100') feet of a Wetland or Beach? ~ -- Wil~ there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to r'~ one Hundred (100') of Horizontal DisIance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off r'~ into and/or in the direction of a Town dght-oFway? I--I -- Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of ~'1 \/ any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? 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 Permit~ EXEMPTION: Ye.._..~s Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm.Wafer, Grading, Drainage & Erosion Control Plan is NOT Requiredl -- STATE OF NEX, V YORK, <-- (Name of individ ua~ signing Document(~ O lea Id/or leprcscntallvc or die ();~TI~CI' ()[ ()~SqlCl' S~ ~d S drily aUfllOFIzCd tO perform or bavc p~l't'Oi-llled the said work mid to m&e mid file fins applicaaoo; fl~at ~1 s~atcmenU con.ned in ~s application are ~e to fl~e best of ~s ~owledge mid belief; ~d fl~al flae work ;~qll be performed in Otc re;tuner set forth in fl~e application filed herewiO~. Sworn to be£ore me Ibis; ............... ...~...~/f), _. (.~ /~./¢) . ............ i...., day of .....~~...~.., 20..!..0 FORM - 06/07 CHARLES M. THDMAS~ R.A. February 5, 2010 Town of Southold Building Department Southold, NY 11971 Re: Holman Application BLDG. DEPT. TOWN OF SOUTHOLD Dear Pat, Here is the missing page which shows the proposed second story addition. /~ Included is dry well information to contain runoff on this sit~// Thank you so kindly for your time, and please call us at (631) 727-7993 if you have any further questions. Yours truly, Charles M. Thomas, R.A. REScheck Software Version 4.3.0 Compliance Certificate Project Title: HOLMAN RESIDENCE Energy Code: Location: Construction Type: 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Peroentage: 19% Heating Degree Days: 5750 Construction Site: 350 PARK AVENUE MATTITUCK, NY 11952 Owner/Agent: BUD & KAREN HOMAN PO BOX 978 MATTITUCK, NY 11952 (917) 816-6294 Designer/Contractor. CHARLES THOMAS CHARLES THOMAS R.A. 206 LINCOLN STREET RIVERHEAD, NY 11901 (631) 727-7993 CMTHOMASARCH@AOL.COM Compliance: Maximum UA: 234 Your UA: 130 Ceiling 1: Cathedral Ceiling (no attic) 946 38.0 0.0 26 Wall 2: Wood Frame, 16" o.c. 1246 15.0 8.0 54 Window 1: Wood Frame:Double Pane with Low-E 192 0.030 6 Door 1: Glass 42 0.300 13 Floor 2: Ali-Wood Joist/Truss:Over Unconditioned Space 946 30.0 0.0 31 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. Code requirements. When a Registered Design Professional knowledge, belief, and professional judgment, such plans Name - Title ~ Conservation Constmation ' are attesting that to the best of his/her Project Title: HOLMAN RESIDENCE Report date: 02/04/10 Data filename: C:~Documents and Settings~Administrator~Desktop\RES CHECK COM CHECKSORIGINAL.RCK. FILE~HOLMAN 2.4.10.rck Page 1 of 4 REScheck Software Version 4.3.0 Inspection Checklist Ceilings: [] Ceiling 1: Cathedral Ceiling (no attic), R-38.0 cavity insulation Comments: Above-Grade Walls: [] Wall 2: Wood Frame, 16" o.¢., R-15.0 cavity + R-8.0 continuous nsu at on Comments: Windows: [-I Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.030 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Doora: [] Door 1: Glass, U-factor: 0.300 Comments: Floors: [] Floor 2: Ali-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulnttion Comments: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights are 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, fixtures are installed with a 3" clearance fTom insulation. Vapor Retarder: [] Installed on the warm-in-winter side of all non-vented flamed ceilings, walls, and tioors. Materials Identification and Installation: [] Materials and eduipment are installed in accordance with the manufacturer's installation instructions. [] Insulation is installed in substantial contact with the sun'ace being insulted and in a manner that achieves the rated R-value, Matedals and equipment are identified so that compliance can be determined, [] Manufacturer manuals for all installod heating and cooling equipment and service water heating equipment have been provided, [] Insulation R-values and glazing U-fac[om are clearly marked on the building plans or specifications. Duct Insulation: [] Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. [] Return ducts in unconditioned attics or outside the building are insulated to at least R-4. [] Supply ducts in unconditioned spaces are insulated to at least R-8. [] Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [] All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181Aor UL 181B. Exceptions: Cont[nuousty welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [] The HVAC system provides a means for balancing air and water systems. Temperature Controls: Project Title: HOLMAN RESIDENCE Report date: 02/04/10 Data filename: C:\Documents and Settings\Administrator\Desktop\RES CHECK COM CHECI~ORIGINAL.RCK. FILE\HOLMAN 2.4.10.rck Page 2 of 4 [] Each dwelling unit has at least one thermostat capable of automntically adjusting the space temperature set point of the largest zone. Electric Systems: [] Separate electdc meters exist for each dwelling unit, Fireplaces: [] Fireplaces are installed with tight fitting non-combustible fireplace doors. [] Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Cede of New York State, the Residential Cede of New York State or the New York City Building Code, as applicable. Service Water Heating: [] Water heaters with vertical pipe dsers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system, Circulating Hot Water Systems: [] Circulating hot water pipes are insulated to the levels in Table 1. Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2, Swimming Pools: [] All heated swimming posts have an on/off heater switch and a cover unless over 20% of the heating enepgy is from non-depletable sources. Pool pumps have a time clock. project Title: HOLMAN RESIDENCE Report date: 02104110 Dnta filename: C:\Documents and Settings~Administrator\Desktop\RES CHECK COM CHECK~ORIGINAL.RCK. FILE\HOLMAN 2.4.10,rck Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature (° F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140 169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Fluid Temp. Piping System Types Range(OF) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed wa~er) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Bdne Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Depadment Use Only) projsct Title: HOLMAN RESIDENCE Report date: 02104110 Data fllename: C:\Documents and Settings~Administrator\Desktop\RES CHECK COM CHECK~ORIGINAL.RCK. FILE\HOLMAN 2.4.10.rck Page 4 of 4 SURVEY OF PROPERTY SITUATE 1VLaTTIT U CK TOWN OF 5OUTMOLD SUFFOLK COUNI'Yj NEW' YORK S.C. TAX No. ~000-~2~-07-0B SCALE 1"=30' NOVEMBER 6, 2000 APRIL 9, 2001 ADDED TOPOGRAPHY OF BLUFF SEPTEMBER 12, 2009 UPDATE SURVEY NOVEMBER 5. 2009 ADDED PROPOSED S£PT~C SYSTEM AREA = 77,75~ sq. ff. Fo '~ ~ 1.785 ac. ~V'OTE: !~q[S pROPE~W IS SHO~-N AS P/O .EO?® ~ OF ~[A~ATOOKA pAi~ FILE: IN TH'E OFFICE OF ~ CLERK OF SUFFOLK COUNTY Nathan Taft Corw~n !11 Land Surveyor >...'.._._ 5/4"xW" WINDOW & DOOR SURROUNDS SECOND FLOOR REMOVE EXIST. ROOF STRUCTURE SOUTH ELEVATION SCALE: 1/4" = 1'-0" T,O. SECOND FLOOR B'-O" pLATE HEIGHT %0 WLNDOWS T,O, RRST FLOOR PLUMBER CERTIFICATION 8'-o" PLATE HEIO~__~.~ ON LEAD CONTENT BEFORET o W, NDOWS ! PER.TIFIOATE O~ OCCUPANCY ' - - I TESTING SOLDEEI USED IN SUPPLY S,Y, STEM C,?~N/M'O T I~,,,~_,EED 2/10 OF 1% LEAD. ALLCONSTRL ~ _ ~LL MEET THE REQUIREME, IF$ OF THE CODES OF NEW YORK 8:.~A~SpNo FLOOR USE WITI-IOLI~ OF O0 TO, FIRST FLOOR .UMBING YASTE LAWFUL 22'-0" 3'-4" REMOVE EXIST, ROOF S~UCTURE EXISTING ADDITION WEST ELEVATION SCALE' 1/4" = 1'-0" DATE: ~.p. # NOTIFY BUILDING DLPA~TME61T AT 765-1802 8?,M TO 4PM FOR TNB FOLLOWING INSPECT]G,~IS, I. FOUNDATION - %,vJ REQU!RED FOR POUREO CCi]CRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATON 4. FINAL - CONSTRUCTI~,4 MUST BE COMPLETE FPq C O. ALL CONSTRUC~ iON 3H.;,[ L MEET THE REQUIREMENTS OF ;HE COD~S OF NEW YORK STATE. NOT RESPONStBLE FOR DESIGN OR CONSTRUCTION ERRORS. RETAIN STORM WATER RUNOFF PURSUANT T0 CHAPTER 236 0F THE TOWN CODE. IHESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SER~ICE, ARE ~E EXCLUSIVE PROPER~ OF THE ARCHI~CT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL, SITE FOR ~ICH ~EY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICA~ON BY ANY METHOD, IN ~OLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMLSSION FROM THE ARCMI~CT, TITLE TO THESE PLANS SHALL R6blAiN WLTH ~E ARCHITECT.WSUAL CONTACT ~TH THEM SHALL 60NSTITUTE PRIMA FACE EVIDENCE OF ACCEPTANCE OF THESE RESfRICTIONS FICATE r2 121: < 0 > 0 o Cq >- SHEET NO. , ~ ' ~ EAST ELEVATION IliUm 0 I ] I I ] ~ ~ ~CUT SACK EXIS~NO OPENIN6 FOE ~ANSLUSCENT PANELS AS SHO~ ~ REPLACE W/NEW ~ NORTH ELEVATION SCALE: 1/~" = 1'-0" Jl THESE DRAWINGS AND ACGOMPANYINO SPECIFICATLONS, AS INS~UMENTS OF SERMCE, ARE ~E EXCLUSIVE PROPER~ OF ~E ARCHITECT ANO THEIR USE AND PUBLJOA~ON SHALL BE RES~JCED TO ~E ORIGINAL SI~ FOR ~ICH ~EY WERE PREPARED, REUSE, REPRODUC~ON OR PUBLICA~ON BY ANY ME.OD, IN ~OLE OR IN PAR[, IS PROHIBITED EXCEPT BY WRIT~N PERMISSION FROM ?HE ARCHITECT, TI~E TO THESE PLANS SHALL REMAIN WIT~ ~E: ARCHr~CDVI~AL CONTACT ~TH THEM SHALL OONS~TUTE PRIMA FAClE EVIDEN~ OF ACCEPTANCE OF ~ESE RES~IC~ONS J~ ADDITION 3-2x10 ACQ GIRDER POURED WALL ON 8"Xl6" POURED CONCRETE FOO~NG EXIS~NG NO CHANGE EXISTING J ANCHOR AND BOND TO EXIS3]NG ~5 REBARS 012" O,C, ~I~RTICAL JXISTING SLAB TO REMAIN I EXIS3NG FOUNDATION PLAN SCALE: 1/'¢' = 1'-0" EXISTING OATH CLG TO REMAIN SET NEW JOISTS ABOVE EXISTZNO RIDGE LINE OF CANT ABOVE 5) 117/B ~ . HDR STI K REA T I W 10 X 10 X ~5 SJL 117/B ML EXISTING FORMAL LIVING ROOM BATH CLOSET EXISTING BEDROOM ADDI3ION EXISTING N 2"x6" ACQ JOIST 2-27x12" HBR II II ~,~OTO. II EXISTING II KITCHEN II II EXISTING TO REMAIN W 10 X 45 S~- BEAM ,,,S.3/B'I EXISTING OH DOOR TO REMAIN 3- 14" IL HEADER I 2'-4" F SCA EXISTING RST FLOOR PLAN EXISTING BEDROOM CLOSET CLOSET EXISTIN¢ BEDROOM LLI SHEET NO. 3 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF ME ARCHITECT AND THEIR USE AND PUSUCABON SHALL BE RES]RICED TO ME ORIGINAL SITt: FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCBON OR PUBUCAI]ON BY ANY ME.OD, IN WHOLE OR IN PART, IS PROHIDITED EXCEPT BY WRITTLN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT W1TH THEM SHALL CONS~TUTE PRIMA FACE EVIDENCE OF ACCEPTANCE OF THESE RESTRIC~ONS, EXISTINO ROOF BELOW TO REMAIN BALCO Y SINGLE PLY ON 3/4" q It mail CW155 CTR2410 CW155 C~,f155 2-2"xl2~ Z O m 2" HDR OWI55 CXW155 I CXW1S5 ON, PROPOSED "^'LI qd'~ FAMILY ROOM SMOKE MASITER BEDRIOOM S OKE EXI BRICK TO CWl55 CTR2410 2668 MASTER BATH CLOSET ~o EXTERIOR CWt.5 CW145 EGRESS EGRESS / L EXISTING SECOND FLOOR PLAN SCALE: 1/4" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERMDE, ARE THE EXCLUSIVE PROPERLY OF THE ARCHITECT AND THEIR USE AND PUBLICAHON SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH ~EY WERE PREPARED. REUSE, REPRODUCI]ON OR PURUCAllON BY ANY METHOD, IN ~IOLE OR IN PARE, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHIfEC[VISUAL CONTACT WITH IHEM SHALL CONSRTUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRIDTIONS LU SHEET NO, 4 z T.O, SECOND FLOOR __ ,'-o' .A. ,,,., ' ' ~ T.O, WINDOWS . GARAGE -- I EXISTING P.C. FOUNDATION WA ~'< ~'-o' ADDISON ~ Z : o SCALE: 1/4" = 1'-0" 0 0 T,O, WINDOWS D L OD ~ FAMILY ROOM ~ 0 ~ : GARAGE EXIS~NO P,C, FOUNDATION WALL E X I S T I N G ~ C R 0 S S S E C T I 0 N 2 s~r ~o. SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIRCATIONS, AS INS~UMENTS OF SER~CE, ARE THE EXOLUSIVE PROPERLY OF ~E ARCHITECT AND ~EIR USE AND PU8LICA~ON SHALL BE RES~IC~D TO THE ORIGINAL Si~ F~R ~ICH ~EY WERE PREPARED, REUSE, REPRODUC~ON OR PUBUCATION BY ANY METHOD, IN ~OLE OR [N PART, IS PROHIBI~D EXCEPT BY WRIT~N P~MISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH ~HE ARCH~Cf VISUAL CONTACT WI~ THEM SHALL CONS~TUTE PRIMA FACIE EVIDENCE OF ACCEPTAN~ OF ~ESE RES~IC~ONS. TABLE R ~01.7 RAFTERS AND CEILING JOISTS OR APPROVED ROOF TRUSS TOP PLATE BOTTOM PLATE SECOND STORY FLOOR JOIST- SEE DRILLING AND NOTCH NG PROVISIONS WFCM SECTION JOIST IS PERMITTED TO SE CUT OR NOTCHED BETWEEN THESE LIMITS TOP PLATE BAND JOIST OR BLOCKING IIXFOR BLOCKING I '--AND BRIDGING SEE WFCM SECTION 3,3 IBEARING IWALL SAND JOIST ]OTTOM PLATE OR BLOCKING SILL PLATE JOIST CRAWL SPACE OR BASEMENT FOUNDATION JOIST 3 IN. MIN, PLATFORM FRAMING TYPICAL WALL, INTERMEDIATE BEARING WALL FLOOR MONOLITHIC SLAB-ON-GRADE FOUNDATION BALLOON FRAMING & ROOF FRAMING WIND-BORNE DEBRIS PROTECllON FASTENING SCHEDULE FOR WOOD SIRUCTURAL PANELS FASTENER SPACING FASTENER 2 FEET 4 FEET 6 Fb..bl PANEL SPAN ~: PANEL SPAN ~: PANEL SPAN (: PANEL SPAN TYPE ~ 2 FEET ,¢ 4 FEET ~:6 FEET < 8 FEET o,o/F'SaEWS,6. ,B" ,2" 9" TOP PLATE- DRILLING AND NOTCHING PROVISIONS WALL STUD- DRILLING AND NOTCHING PROVISIONS WFCM SECTION 3.4.1,1,1 JOIST ENDS TO BE BLOCKED AGAINST ON IN ACCORDANCE WITH WFCM 3.3.1.3-END RESTRAINT AND 5.5.t.4 BRIDGING IN.x4 IN. RIBBON INTO STUD - FOR FIRE BLOCKING e. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 53 FOOT MEAN ROOF HEIGHT. b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. c. NAILS SHALL BE 1Od COMMON OR 12d BOX NAILS. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTiLiZiNG VIBRATION-RESiSTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. B. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 Fn) EXTERIOR WALL S~RAPPING ,~ ANCHORING SCHEDULE AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDC NAILS ~LL PLATE TO FOUNDA~DN ~1, ANCHOR BOLT (1¢) 7" MIN. E~BEDMENT TABLE 305,23 (SBCC1) pLACE AT 23' ON CENTER ~lH 3" BEARING NOTES: ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDEN~AL CONSTRUCllON, SSTD 10-g9) TABLE ~05 F1 FOR LAVE CONNECTIONS, TABLE BO5 FB FOR UPLIFT LOADS AT GABLE END WALLS AND TABLE 3,2 FOR FOUNDATION CONNECTIONS, NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN, NAIL PENETRATION INTO FRAMING IS ACHIEVED, INSTALL THROUGH FIRST FLOOR SHOE, ROOF RAFTER 2O GA. STRAP- 1,~ WIDE MIN. W/(8) 8d NAILS EACH SIDE TOP GYPSM BOARD iNSTALEEuJNTABLEW£CM 3.1 ACCORDANCE WITH 16d NAIL AT 24" O,C, PLATE tAd NAIL AT 6" O.C, LL PANEL EDGES) (o) mUlSlOE CORNER DETAIL IAd NAIL AT 6" LL PANEL EDGES) FRAMING TO ACCOMADATE 16d NAIL AT 24" (b) INSIDE CORNER DETAIL EXTERIOR CORNER PIPING - R602.7.2 TOP PLATES BORED HOLE MAX DIAMETER 60% OF STUD DEPTH SECTION A-A BLOCKING 5/8" MIN, TO EDGE NOTCH MUST NOT EXCEED 40% OF STUD DEPTH (PHDS) BORED HOLES SHALL NOT BE LOCATED iN THE SAME CROSS SECTION OF CUT OR WOOD STRUCTURAL PANEL ALLED IN ACCORDANCE NITH WFCM TABLE 5,1 8d NAIL AT 12" O.C. ON ALLWFCM FRAMING MEMBERS NOT AT PANEL EDGES BOARD iNSTALLED IN ACCORDANCE WITH WFCM TABLE 3.1 WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE WITH WFCM TABLE 3.1 8d NAIL AT 6" O.C. ON ALL FRAMING MEMBSRS AT PANEL EDGES AND 12 O.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES FRAMING ENDWALL ) ,JOIST BLOCKING FLOOR MIN, NOTE: SIMILAR ] :ONNECTION AT :OUNDATION, 2001 SEC HIGH WIND EDITION SECTION 5.4.5.1.1 FIGURE 5.5B NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR BEARING AND INTERIOR NON-BEARING WALLS: R602,6 (1) & (2) BRACING AT END BAYS (WFCM FIGURE 3.7b) BUT NEED I EXC ED 15 FI, TO EDGE ALLOWABLE DEFLECllON OF S~RUCRURAL MEMBERS STUOTURAL MEMBER ALLOWABLE DEFLECWON ~AFIERS W/ GREATER L/I~O ~LOPES 1HAN f~ W/NO ] TTACHEB TO RAFTERS NOTES: L: SPAN LENGTH, H = SPAN HEIGHT a, The wind load shall be permit[ed ~o be taken as 0.7 times the not exceed L/~20 TABIr R 301.2.2.2.1 WALL BRACING ADJUS~ENT FACTORS BY ROOF COVERING DEAD LOAD ROOF/CEILING ROOF/CEILING DEAD LOAD DEAD LOAD WALL SUPPORTING 15 psi or le~s 25 pst ROOF ONLY LO 1.2 ROOF PLUS ONE STORY ED I 1 FOR SI; 1 POUND PER SOUARE FOOT O,4B kN/M(2) o, LINEAR INTERPOLATION SHALL BE PERMITTED NFABFR ~ :QUIRED A HEADER STUDS ~UALL- LENGTH ~ STUDS NOTE: i~-N UPI / CO ~EC R! ~UIR TYPICAL FRAMING CONNECTIONS FOR CLEARANCE FOUNDATION 8d NAIL AT 12" O.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES GYPSUM BOARD ~ I\ -lEd NAIL AT R smd 24" O.C. CPN~) TRANSFER SHEAR TOP PLATES BORED HOLE MAX DIAMETER 40% OF STUD DEPTH 5/8" MIN, TO EDGE NOTCH MUST NOT EXCEED 25% OF STUD DEPTH BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION OF CUT OR 5/8" MIN. TD EDGE IF HOLE IS BETWEEN 40% AND 60% OF STUD DEPT~ THEN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLED AND SO BORED WFCM 2001SEC HIGH WIND EDITION SECTION ,3.4.2.1.1 FIGURE 5.5 A NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS 2x4 CONTINUOUS ERAL BRACE AT 6' O,C. NAILS FLOOR TO FLOOR SLDE WALL CONNECTION NAIL AT 6" Al WI~DRIRE O,C, (ALL PANEL HOLD DOWN EDGES) , STRUCTURAL PANEL BRACKETS AT SHEAR WALL CORNERS, INSTALLED IN ACCORDANCE ~TH WINDOW AND DOOR OPENINGS: NAILING SCHEDULE (TABLE 5,1, WCFM HI(TH WIND EDITION) (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE OU C N R A 5.7o & 4.7b) GYPSUM BOARD Bd NAIL AT PHO5 6" O.C. (ALL SIDE WALL PANEL EBOES) WOOD STRUCTURAL PANEL INSTALLED IN-- ACCORDANCE WITH NAILING SCHEDULE NAIL AT (TABLE ,3,1, WCFM 2001 24" O,C, BIOH WIND EDITION 8d NAIL AT 6" O,C. ALL FRAMING MEMBERS TOP PLATE SEE STUD TO RAFTER STUD TO STUD DETAIL UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTORS AT WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES AND UPLIFT OPENINGS Simpson Strong-TieAT PANEL12. O,c.EDGESoN ANE INSIDE RNE A A55-Chimney Framing Simpson -Tie FRAMING M'EMBERS NO1 H DU AT PANEL EDGEE ROOF RAFTER / RIDGE DETAIL CORNER BRACING DETAIL SCALE: N.T.S. ~ SC'ALE: N.T.S. EXTERIOR CORNER FRAMING FROM SLOPES FOOTING NO CEILING DIAPHRAGM REQUIRED GABLE TABLE R501.5 NOTES OR CEILING JOIST 5d COOLER NAILS AT 10" 0.( 2"x4" BLOCK NAILED TO EACH BRACE WITH 4-10d NAILS GYPSUM BOARD 5d COOLER NAILS AT ?" O.C. 20 GAUGE STRAP 10-8d NAILS -- 8d NAIL AT 4" O.C. 12" MAX. I BASED ON SHEAR WALL REQUIREMENTS ENDWALL STUDS- CEILING BRACING GABLE ENDWALL (WFCM FIGURE 3.7a) PROVIDE RAFTER TO .'ENTER 2x BLOCKING RIDGE HANGERS IF ON SHEATHING JOINT RAFTER TAILS ARE NOT ~,/52 WOOD STRUCTURAL PANELS STRAPPED TO TOP ONGABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW BASED ON SHEARWALL REQUIREMENTS ENDWALL, BALLOON FRAMING PREFERRED METHOD RIDGE TENSION STRAP USE 8-8d COMMON NAII. S /~¢:FEACH END OF 1-1/4 20 GAUGE STRAP FOR SI: 1 POUND PER SF= 0,0479 kN/M(2), 1 POUND ~ 4,45N, o, ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A B,O0 POUND LOAD AFPLIED OVER A 20 SQUARE INCH AREA, b, APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN SECITRON R802,4,1 FOR CONVENTIONAL CEILING JOISTS AND SECTION R802,10,7 FOR TRUSSES, ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JENNST AND RAFTER IS LESS THAN 42 INCHES, OB WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 FEET WIDE, OR DREATERE, LOCATED WITHIN THE PLANE OF THE TRUSS. FOR ATI1CS WITHOUT STORAGE, THIS LiVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. c, INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFROMLY DISTRIBUTED LIVE LOAD OR A ~00 POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE [NOHE~, WHICHEVER PRODUCES THE SREATER STRESSES. d. A SINGLE CONCENTRATED LOAD APPLIED JN ANY DIRECTION AT ANY POINT ALONG THE TOP e, SEE SECTION R502,2, FOR DECKS ATTACHED TO EXTERIOR WALLS, f, GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUND ON AN AREA EQUAL TO 1 SQUARE FOOT, THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LiVE LOAD REQUIREMENT. ~. APPLIES TO ATTICE SPACES NOT MEETING THE REQUREMENTS FOR STORAGE PER FOOTNOTE b. SEE SECTION RBO2.A,2 FOR CONVENTIONAL CEILING JOISTS AND SECTION RBOB,10,B FOR TRUSSES, FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHM TWO ADJACENT TRUSSES W]TH THE SAME WES CONFIGURATION CONTA!NLNG A RECTANGLE 42 INCHES (1067mm) HIGH,OR GREATER BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE T A B L E R301.5 MiNiMUM UNIFORMLY DISTRIBUTED LOADS (PSI) USE LIVE LOAD EXTERIOR BALCONIES 60 DECKS 40 PASSENGER VEHICLE GARAGES 50 ATTIC WITHOUT STORAGE 40 ATTICS WITH STORAGE 20 ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 30 STAIRS 40 GUARDRAILS AND HANDRAILS 200 PLANE OF THE TRUSS, THE RECTANGLE SHALL FIT BE~¥WEEN THE TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS MEMBGR, PROVIDED THAT EACH OF THE FOLLOWING CRWERIA iS MET: ' 1, THE ATTIC AREA IS ACCESSIBLE BY A PULL ~ BO~ STAIRWAY OR FRAMED OPENING iN ACCORDANCE WITH sECTION 807,1;AND 2, THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING SHEET NO. (.)J o RIDGE BEAM / (TABLE 3.1 WFCM HIGH WIND EDITION) NAILING SCHEDULE JOINT DESCRIPllON RAFTER TO TOP PLATE (TOE-NAILED) CEILING J~ST TO TOP PLATE ( TOE-NAILED) CEiliNG JOIST TO PARALLEL RAFTER ( FACE-NAILED) CEILING JOIST OVER PARllllorS (FACE-NAILED) COLLAR 'DE TO RAFlER IFACE-NAILED) BLOCKING TO RAFTER (TOE-NAILED) TRlU BOARD TO RAFTER (END-NAILED'~ NUMBER OF NAILS NAIL SPACING ~Bd PER RAFTER 4-8d PER JOIST 9-1Md 9-16d B-Md EACH LAP EACH LAP PER TIE 2-8d EACH END 2-16d EACH END WALL FRAMING 2-16d (SEE NOTE 1) PER FOOT TOP PLATE TO TOP PLATE (FACE-NAILED) TOP PLATE AT INTERSEGBON (FACE-NAILED) STUD TO SIUD (FACE-NAILED) HEADER TO HEADER (FACE-NAILED) TOP OR BOTTOM PLATE TO SAJD (END-NAILED) 4-16d 2-16d 16d 2-16d 3-16d 4-16d BOTTOM PLATE TO FLOOR J~ST, BANDJ~ST, ENDJOIST OR BLOKING FACE-NAiLED) 2-16d (SEE NOTE 1,2 JOINTS - EACH SIDE 24' O,C. lO" 0.0. ALONG EDGES PER 2X¢ STUD PER 2X6 STUD PER 2XB S~UD PER FOOT FLOOR FRAMING JOIST TO SILL, TOP PLATE TO GIRDER (TOE-NAILED) BRIDGING TO JOIST (TOE-NNLED) BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) LEDGER STRIP TO BEAU (FACE-NAiLED) JOIST ON LEDGER TO BEAU (TOE-NAILED1 BAND JOIST TOJOIST (END-NAILED) BAND JOIST TO SILL OR TOP PLATE (TOE-NNLED') 4-8d PER JOIST 2-8d EACH END $-16d 3-16d B-Sd 5-1§d PER JOIST 3-16d PER JOIST ROOF SHEATHING EACH BLOCK EACH JOIST PER JOIST STRUCTURAL PANELS DIAGONAL BOARD SHEA~NG I"XG" OR l"XB" I"XIO" OR WIDER 8d (SEE TABLE 3.8) 2-8d PER SUPPORT 3-Bd PER SUPPORT CEILING SHEAllNG I 5d COOLERS I 1" EDDE / 10" FIELD WAll SHEAIHING PANELS FIREBOARD PANELS 7/16' GIPSUM WALLBOARD HARDBOARD PARTICLEBOARD PANEL AL BOARD SHEATING OR f'XG" 1"X10" OR WIDER STRUCTURAL PANELS 1' OR LESS GREATER TI4AN 1" DIAGONAL BOARD SHEAIING I"XG" OR 1"X8" I"XIO" OR WIDER FLOOR SHEA1}tlNG 8d Bd 8d 5d COOLERS 8d 8d 2-Bd 3-8d Bd lOd 2-8d 3-8d (SEE TABLE 3,9) 3" EOGE/ 6" FielD 3" EDGE / 6" FIELD 1" EDGE / 10" FIELD (SEE TABLE 3.9) (SEE TABLE 3.9) PER SUPPORT PER SUPPORT 6" EDGE / 12" FIELD 5" EDGE / 6" FIELD PER SUPPORT PER SUPPORT 1. NAIL REQUIREMENTSAREA BASED ON NAILED 3" ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACi~ES, NAILING ReQUIReMENTS FOR STRUCTURAL MEMBERS SHALL BE ALTERNATE CONNECTORS SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH, 2, WHEN WALL SHEAtHe CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS TO BE REDUCED TO 1-6d NAIL PER FOOT, WALL SHEATING NAILED 6" ON-CENTER ATT HE PANEL EDGE ,IF WALL SHEATING IS DOUBLED, OR WALL SHALL BE PERMITEB (TABLE 3,2 B WFCM 2001 HICH WIND EDITION) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT QONNECTIONS RESISTING LATERAL &: SHEAR LOADS (TABLE 3.10 WFCM 2001 HIGB WiND EDITION) NG ATTACHMENT REQUIREMENTS FOR W1ND LOADS (TABLE 5,11 WFCM 2001 HIGH WiND EDITION) WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND OADS EXPOSURE B ;1UD SPACING BRACING WALL PE~MITER MAXlMUR NAIL SPACING OR PANEL SIDING FOR Sd COMMON NAILS NaT 1'~ (INCHES O.CO SEE NOIE 3) (1/2" ANCHOR BOLl~) F 12 (SEE NOTE SIMPSON USE W/ONLY 5- BD TO STUD ONE SILL STUD TO ATTACH ~" ANCHOR BOLT BP-3 PLATE 7" MINIMUM EMEEDMENT (SEE ANCHOR SCHEgULE, ON BWGS A-3,1 AND A-B,2) SIMPSON ~" PHD5-SD53 (14) SDS ~" X 3" WOOD SCREWS 7" MIN EMBEDMENT FOUNDATION PLANS A-3.1 AND A-3.2 FOR LOCAllON) (MINIMUM DOUBLE STUD) EDGE DISTANCE PLAN TO FOUNDATION CONNECTION SIMSON STRONG - TIE 16" 1 1/(' COIL STRAP - O.C. USE 4-8D NAILS @ EACH STUD, SIMPSON STRONG-TIE UTS36 OR 1 1/4." COIL STOCK AT EACH ROOF RAFTER USE 8-16D NAILS AT EACH END, 12" MIN OVERLAP PER COMPONENT STUD TO ROOF RAFTER CONNECTION M~TSbO' HEADER KIN( ~TUDS TYPICAL FRAMED STRAPPING FOR OPENING EXTERIOR WALL WRAP UNDER SILL PLATE MIN, OVERLAP IS 12" SILL PLATE TO JOIST AND RIM JOIST TO STUD CONNECTION SIMPSON STRONG - TIE 1 1/4" COIL STRAP - FLOOR TO FLOOR 16" O,C. USE 4-8D NAILS AT EACH STUD OVERLAP ,S CONNECTION )P PLATE The design of this structure le based upon prescriptive opproach using the Wood Frame Construction Manuel (WFCU) 2001 SBt published by The Amen .... Forest end Paper Associotlon. Non- Structural laments ore based upon the New York Stoke 'RESIDENTIAL CODE Januory 2007. For the Climatic and Geographice{ Deslgn'CBterla, see Table R301.2(1) on sheet no. 1 All non engineered lumber to be Douglas Fir#2 or better Wind Limitations-Section R301.2.1 Design Ct}teNs-Section RSOI.2.1A. (See Toble RB01,2.1.2. for Wind-Born Debris Protection Fostening Schedule For Wood Structuro{ Ponels) Dead Load-Section R301.4 Live Load-Section R301,5 Light and Ventilation-Section R.303 Minimum Room Area-Section RBO~ Ceiling Height-Section R305 Sanitation-Sect{on RBO§ Toilet Bath ond Shower Space-Section R307 Glazing-Section R308 Goroges and Corports-Section R309 Emergency Escope and Rescue Opening-Section R310 Exlt-SecUon R311 Landing-Section R311,5,~ Ramps-Section R311.6 Stelrwoy-SecBon R311,5 Guards-Section R312 Smoke AJarme-Sectlon R31S Foam plastic-Section R~14 Flame Spreod and Smoke-Section R515 Insulation-Section R31S Dwelling Unit SeporoOon-SecDon R317 Maisture Vopor Retorders-Section RglB Protection Against Decay-Sectlon R319 Protection Against Termites-Section R320 Site Address-~ection R521 Accessibility-Section RD22 Flood Resistent Constructlon-SecNon R323 Foundotion-Ch~pter 4 Design bosed upon presumptive load bearing values of sand), gravel and ar grovel ot .3000 pounds per square foot. Contractor to consult Arcitect if different soil materlols are found upon excavation, ar test hole, for dternaBve footing and foundation woll design. Foundation Notes: 5/8" Ancor Bolts (SSTB-28) See chore on this sheet for spoclng 8" poured concrete foundation wdl, S'-O" high, .BDO0 ~ test Minimum depth-Seotlon 40.3.1.~, 4~' minimum coveroge to top of footing 16"xS" poured concrete wall footlnge, 3000# test 2-1 3/~"xll 7/8" Mlcralom Girder (or 3 1/2"xll 7/S" Power Seam) ~." poured concrete floor slab with 6xGx#10 mesh ond vapor barrier Os.rap p. roo.fing at exterior foundotion below grade-Section R406 30 xBO x12 deep poured concrete DolMen footings, 3000# test CONCRETE TO HAVE 5 TO 7~ AIR-ENTRAINMENT Deck Ord porch tootings os noted, .30001~ test, 48" minimum buried depth Foundation woll to extend a minimum 8" obove finished grade All footing to be carried down to undisturbed soil No footing sholl be set higher thon a 30 degree angle from any other f~ting Pour no ooncrete on frozen ground or In freezing ~ater, Provide .3 1/2' steel Idly columns, Bockflll eholl not be placed against the woll until the woll has sufficient strength and has been anchored to the floor above, ar hoe been sufficlenMy braced iD prevent damage by the bockflll (Section Floors - WFCM Prescriptive Method. Floor framing shall be ndled in ~ccordance with Toble B,1 WFCM HIGH WIND EDITION, Droftstopplng - Section R502.12 Fireblocking - Section R502.13. F)oor ConetrurMon: $/4" plywood subfloor, fosten per Table .3.1 WFCM. Floor joists: see Foundation and Floo~ Plans, spacing os noted. Fosten per Table 5.1 WFCU, 2-2x6 ACQ sill with termite shield and sUI Gaol, Finish floors per ogreement. WaU construction - WFCM Prescriptive Method, Wallframing and finishing shall be noiJed and or screwed in accordance with lx6 foscio, wrap Overhangs as noted, Vtn~l vented soffits. Allumlnum gutters and leaders, Siding: see Elevations. Tyvek housewrap, 1/2'* plywood sheeting, see fastening schedule, Toble .3.1, .3.9 WFCM. 1/2" G~psum wall board 5/8"Type X GWB In gorage. (2) layers ~" GWB at fire partlUon 1/2" MR GWB In wet areas At least one window In each sleeping room shall comply with the exit reqirements of section R310, Note drilling and notching limitoNone In figure R602.6(1) for beoring walls ond figure R 6D2.6(2) for non - beorlng walls. Follow exterior corner freeing detail figure RTl02.10.5 Roof assemblies - WFCM Presoriptlve Method (WFCM 3,2,1.1 Table 3.1/ Aspholt stBp shlnglee shoo have minimum of slx (6) fasteners per ehlngle (section R905.6) Undedayrnent application (Section RgOS,2.7.)nailing see table 5.8 For roof slopes of two (2) units ~rtlcol in twelve (12) units hoNzantd (17- percent slope), up to four (4) units verticol twelve 02) units horizontol (33 -percent slope underlayment shall be two (2) lysrs applied In the following monner, Apply A 19-Inch (4GM)strip of underl~yrnent felt Ioysrs with and sterMng at the eaves , foetened sufficiently to hold [n ploce. ovorlapplng SUlaaesslve sheete 19 inches (4~Bmm), ond fstened sufficiently to hold in place, Far roof slopes of four (4) units vertical in telve (12( units, Ice ProtfcMon (Section R905.2,7,1) Underlayment in High wind (Section R905.2.7~2) Flashing (Section Rgo5.2,B) Chimney and firespaces - Chapter 10 Energy Efficiency - Chopter 11, see attached report Mechonlcal - Chopter 12 General Mechanical System - Chapter 13 Healing and cooling equipment - Chapter 14 Exhaust Sustem - Chapter 15 Duct System - Chapter 16 Combustion Air - Chapter 17 Chimneys and Vents - Chapter 18 Plumbing - Port VII Simpson Strong-Tie CS20 1~' COILED STRAP, MtN 12" OVERLAP AT EACH RT2.5 j Simpson Strong-~e AC4 AT EACH POST 2"MINIMUM SIDECOVER FLOOR TO FLOOR CONNECTIONS: CANTILEVER CONDITION GENERAL NOTES: 1, All works shall be performed in accordance with oil state, municipal, local zoning ond building codes and ordinaneee hovlng jurisdiction and best standards of construction practice. The American institute of Architects Conditions shall apply to all work performed on this project. 2. The Contractor shall verify all oonditlons at the site. Any dlscrepanoies must be brought to the attention of the Architect prior to commencement of construotion, The Contractor shall be except for hidden job conditions, equipment Inoorpor~ted in the work will be new, end that all work will be of good quality, free from reMits and defects for a period of one ~ar form the date of the flnol Certificote of Occuponcy. 4, The Archlteot shall not be responsible for the conslruction moons, precoutions and progroms In connection with the work, and he shall not be responsible for the controctors follure to corry out ArchNect sholl not be responsible for the Dots or omission by and/or the building os designed without the expressed written consent of the Architect. §, The controctor ond all subcontractors sholl malntaln continuous Insur~nce coveroge stotutory policies (Worker Compensotlon, etc,) Grid generol liobllity in on mount not less thon $ 5 million and outomoblle liobility ond dom~ge covera9e not less then $ 2 million. The Architect shall be 6. Provide 0.025" of a medrol shield, other then olumlnlum, over fibrous Insulation ot all perimeter sills. 7. All wood in contoct with concrete or mosonry to be Wolmonized or pressure creosoted. 8. A single station smoke detector dorm device sholl be instolled in each bedroom, on all floors ond sholl be oil interconnected per code, 9, All bothroom without operoble windows to be mechanicolly ventUoted as per New York State Code. 10. Heating to be designed to provide 70 degrees F. with outdoor designed air-temperature of O degrees F. and 15 MPH wind. I1, All electrical work to be in accordance to the rules and regulation of N.Y.B,F.U, and a N,Y,B,F,U. certificate is to be presented to the Owner at the completion of the job. 12. Plumbing Installation to oomply with Stoke and Local codes and the sewage dlsposol system to meet Health Department standords, 13. Do not scale drawings. Use figure dimensions only. lzH All work to conform to the rules and regulations of the New York Energy Conversation Construction Code. All glazed area to be double glazed and oil exterior door to have insulated cores. 15, The insulotlon protection as indicated on these plans exceeds the Coders minimum stondords. 16. These drowlngs ond speclflcotlon ore instruments of service and shall remoln the property of the Architect whether the project for which they made Is executed or not. They may not be used on ony other project except by written outhorlzotion of the Architect. 17. Architect has not been retdned for site supervision, on-site contrector or Iocel building department, UPLIFT - CONTINUOUS PAI~I CONNECTORS USE SIMPSON STRONG-TIE CONNECTORS FOLLOW PRODUCT SELEC~ON GUIDE AND INSTALLATION MANUAL POR HIGH ~ND RESISTANT CONSTRUC~ON CATALOG C-HW02 ANCHOR BOLTS IN FOUNDATION USEI SSTB28 W1TR BEARING PLATE, SEE FOUNDATION - /Simpson Strong-Tie ./ U210 2X6 ~ AT EACH RAFTER Ll~4-10d xll/2" NOTES FOR SPACING SILL PLATE TO RiM JOIST USE: LTL°4 16" O,C. AT EXTERIOR PERIMETER AND GARAGE/HOUSE COMMON WALL USE I4)-Gd NAILS AT EACH END GARAGE STUD GARAGE Sill PLATE USE: SSP CONNECTOR AT 16" O,C, USE (4)-Sd NAILS AT EACH END RIM JOIST TOGTUD CONNECTION USE: USE (4)-8d NAILS AT EACH END FLOOR TO FLOOR CONNECTION USE: MSTA 36, 16" O,C. USE (4)-Sd NAILS AT EACH END RAFTER TO STUD CONNECTION USE: MTS`36~ EACH ROOF RAFTER USE 8 16d NAILS AT EACH END NOTE: ATTACH LEDGER TO FRAMING MEMBER WiTH 2-1/2" X 5" LAG ]-~LTS AT 16' ON CENTER -- XSimpson Strong-Tie U210 2X6 RAFTER TO RIDGE TO RAFTER CONNECTION USE: H7 EACH ROOF RAFTER DECK POST TO CONCRETE CONNEC~ON aBE: PBS44A FOR EACH POST DECK POST TO GIRDER CONNECTION USE: PC4~ FOR EACH POST GIRDER TO DECK JOIST CONNECTION USE: UTS12 ~ EACH JOIST PORCH POST TO DECK USE: PS720 (ALIGN WITH JOIST BELOW) PORCH POST TO GISOER USE: PS720 PORCH ROOF RAFTER TO GIRDER USE: H2.SA AT EACH ROOF SAF1ER TYPICAL STU ~ BEARING Pb DOUBLE 2X MIN, FOR HEADER OR BEAM AT EACH CEILING JOIST Simpson Strong-Tie U210 2X6 AT EACH DECK/PORCH JOIST ~-10d x 1 I/2" PORCH / DECK LEDGEF CONNECTIONS '~~" THREADED ROD REQUIRED FOR STU CNW NUT COUPLI EDGE DISTANCE* Simpson Strong-~e AB AT EACH POST FOOTIND PORCH COLUMN EDGE DISTANCE* *NOTE: SEE MANUFACTURERS MINIMUM DISTANCE CHART FOR INSTALLATION CONNECTIONS SHEET NO.