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HomeMy WebLinkAbout34319-ZFORM NO. 4 TOWN OF SOUTMOLD BUILDING DEP~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34771 ~te: 12/29/10 T~IS u~TIFIES that the building NEW DWELLING Location of Property: 595 PINE AVE SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax ~ap No. 473889 Section 77 Block 2 ~t 25 subdivision FiledMap NO. __ Lot NO. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 12, 2008 pursuant to which Building Permit No. 34319-Z dated NOVEMBER 25, 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 ONE FAMILY DWELLING WITH ATTACHED GARAGE, COVERED WRAP AROUND PORCH, REAR COVERED PORCH AND DECK AS APPLIED FOR PER ZEA ~6185, DATED 8/21/08. T~e certificate is issued to WILLIAM J LUTKOWSKI ( OWNER ) of the aforesaid building. S~I~I~C~)[~I~fDEPAR~OF~J~{~PPRO~J~ N/A ELRt-£RICAL U~TIFICATE NO. 09-6712 10/15/10 I~L~ C~RTIFICATION DAT~ 11/23/10 TIMOTHY HORTON ~ed~nature 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. 34319 Z Date NOVEMBER 25, 2008 Permission is hereby granted to: WILLIAM LUTKOWSKI 83-30 PENELOPE AVE MIDDLE VILLAGE,NY 11379 for : DEMOLITION & CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATT.GAPJkGES, WP, AP AROUND PORCH & REAR PORCH W/DECK PER ZBA 6185 AS APPLIED FOR at premises located at 595 PINE AVE County Tax Map No. 473889 Section 077 pursuant to application dated OCTOBER Building Inspector to expire on MAY SOUTHOLD Block 0002 Lot No. 025 12, 2008 and approved by the 25, 2010. Fee $ 2,485.60 Authorized Signature ORIGINAL Rev. 5/8/02 Form ~o. 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: Ao 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 lkom Health Dept. of water supply and sewerage-disposal (S-9 Ibm). 3. Approval of electrical installation fi'om Board of Fire Underwriters. 4. Sworn statemant fi'om plmnbcr certif) ing that thc solder used hi s) stem contains less d~an 2/10 of 1% lead. 5. Commemial building, industrial building multiple residences and similar buildings and installations, a certificate of Code Compliance from arclfitect or engineer responsible £or die 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 featm'cs. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is deified, thc Building Inspector shall state thc reasons therefor hi ~riling to thc applicant. New Construction: ~ Old or Pre-existing Building: Location of ProperS': House No. SU'eet Owner or Owners of Propertsj: Suffolk Count3' Tax Map No 1000, Section r~7 Block 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00~ Swimming pool $25.00, Accesso~3- building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.0& Commemial $15.00 (check one) " r/ o b Hamlet Lot ~ [~' Subdivision Permit No. .~ t~L~ l I~:fi ~"-Date of Permit. Health Dept. Approval: Planning Board Approval: Request lbr: Temporat3 Certificate Fee Snbmitted: $ Z¢ e/~v Filed Map. Lot: Applicant: Underwriters Approval: Final Certificate: ~//' (check one) Applican~fgh~iur e Electrical InSpectors, Inc. 308 East Meadow Avenue East Meadow, NY 11554 Office: (516) 794-0400 (631)396-7474 Fax: (516) 794-5~54 Website: www.elecericalinspect ors.corn Emil: info~electficalinspectors.com Mail To: TPK Electric Timothy P. Kelly 163 Saint Andrews Lane Glen Cove, NY 11542 License#: 40319-ME Certificate Number: 09-6712 Municipality: Southold, Town Of Inspector: 124 [ssue Date: 10/15/2010 Proper~ Address: Lutkowski Comer of Pine Avenue and Birch Avenue Southold, NY 11971 ELECTRICAL APPROVAL CERTIFICATE Section: 77 Block: 02 Lot: 25 AREAS LISTED BELOW ARE APPROVED BY INSPECTION AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE No visual defects were found for the electrical inspection provided. No obvious unsatisfactory conditions were found in the areas herein below only. Residential Inspection/New Residence ~ " Basement: Storage Room 1st FI[~ok: 2 Bdthr~odts,~edroom, Decl~ Dining Room. Foyer. Hail, Kitcben,~Living Room, Walk-In Closet 2nd Fl6or~ Bath?oom, Bedrbbrn. Laundry Room, Master Bedroom; Sitting Room. Storage Room 2 Car Attached Garage 85- Duplex Receptacles. 10- GF1 Receptacles, 3- Single Receptacles, 1- 30Amp Single Receptacle. l- 20Amp Appliance Receptacle, 5- Smoke Detectors, 74- Switches. 57- Recessed Fixtures. 16- Incandescent Fixtures. 6- Wall Sconces, l- Exhaust Fan 1- 30Amp A/C Disconnect, 1- 20Amp A/C Disconnect. 1- 20Amp A/C Blower. 6- Heat Fractional Motors. 3- Smoke/CO Alarms, 1. Hydro Tub GFL 200Amp Single Phase New Underground Service/CB/l Meter, 200Amp Single Phase Main Panel/4OCkts/40 Used, l OOAmp Sub Panel/2OCkts/19 Used. * Rough 9/21/09. 12/7/09 Final 10/13/10 Richard M. Bivone Philip F. Goehring President Chief Electrical Inspector CERTIFICATION (Please print) ' / (Pl'efise'p[int)- I cerlil~ thai the solder used in the waler supply syslem conlains less than 2/10 of 1% lead. ~ v-,~Plumb'[rs Signature) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~ FOUNDATION 1ST ] FOUNDATION 2ND [ ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTI0N [ ]FIRE RESISTANT PENETRATION REMARKS: 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 REMARKS: ~ ~ . DATE INSPECTOR ~__~7~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [/,,,,]"ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARK~ DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [~ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ,, [ .] RRE RESI~I'AN~'m~ [ ] FIRE micromar mETI~TIOH · DATE '~ /0 INSPECTOR ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [~GH PLBG. ] FO~IDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIR~SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ,-3~I:IRE RESISTANT PENETRATION REMARKS: INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUC'n0N [ ] ROUGH PLBG. [ ~'~LATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR .~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [~FINAL [ ] FIREPLACE & CHIMNEY [ ]FaEnEmSTANTCONS'muc'n0. [ ]F I~nEms'rANTPF. XETRA'rtON TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [ ] FRAMING / STRAPPING [~FINAL /~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY ,ILg~CTION REMARKS: DATE 11- ~"~ ~ 0 INSPECTOR Date: To: Re: JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 (631) 774 7355 December 16, 2010 Town of Southold Building Dcpt Strapping Inspection Lutkowski 595 Pine Ave. Southold, NY Permit#34319 BLDG. DEPI. TOWN OF SOU~'HOLD To Whom It May Concern: This letter certifies that the Wi~ Strapping on the above mentioned project was installed in conformance with all State ~axd'L,9,cal Codes, and was constructed to the specifications of the submitted plans. Any que~xfree to call. ' ccrely, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL ' SOUTHOED, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved adc Expiration , 20 PERMIT NO. 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 Contact: Mail to: Building Inspector Phone: 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 adjdining 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 thc property have been enacted in the interim, the Building h~spcctor may authorize, in writing, thc extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections,d/~~ '' i?~~ tSignature 9f~pplicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~,d/g £/.,q- r~l ~/"'~ Zld F'/~t9 b./~'t~ / (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 Hamlet County Tax Map No. 1000 Section Subdivision 77 Block ~- Filed Map No. Lot Lot (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~}t,l~L~ /'~AIq~LY ,, b. Intended use and occupancy 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 Fee Addition Alteration Other Work (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. 7. Dimensions of existing structures, if any: Front 7.. ~f Rear Height. '2. O Number of Stories ! Depth 10. Date of Purchase 19~ Dimensions of same structure with alterations or additions: Front Rear Depth. Height. Number of Stories Dimensions of entire new construction: Front (~ Rear 2-/~ Depth 7~ Height Number of Stories 2---- Size of lot: Front Rear .Depth Name of Former Owner 11. Zone or use district in which premises are situated t~ ~0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES V/NO - 13. Will lot be re-graded? YES O__Will excess fill be removed from premises? YES 14. Names of Owner of premises Name of Architect Name of Contractor NO j AddressPl, n~,t~ vita. aC.t,' ~rPhone No '7i~ gg~- 7Z/p( Address - i/t:~'ttt Phone No' Address Phone No. 15 a. Is this property within 100 feet cfa tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES__ NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. No/_ 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. STATE OF NEW YORK) co TY ~")12d..t ~$'"1 ~. t~ bi ~"~'OCV,..~/T] being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (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 performed in the manner set forth in the application filed therewith. Sw, tr~ to before me this Nota~blic 20~ MEL~NIE OOROSKI NOTARY PUBLIC. State of New Yodi No. 01D04654870 Qualified in Suffolk Coun~ Commission E.xpires September 30, ")'~ j a[~fire of Applicant TO: William Lutkowski 595 Pine Ave. Southold, NY 11971 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT NOTICE OF DISAPPROVAL DATE: April 18, 2008 Please take notice that your application dated April 10, 2008 For a permit for demolition & construction of a single family dwelling at Location of property: 595 Pine Avenue, Southold County Tax Map No. 1000 - Section 77 Block 2 Lot 25 Is returned herewith and disapproved on the following grounds: The proposed construction of a single family dwelling on a non-conforming 18,262 sq. ft. 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'. The construction indicates a front yard setback of 19.3'. / Authorized Signature · APPEALS BOARD MEMBERS Gerard E Goehringer, Chairman Ruth D. Oliva James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman Mailing Address: Southold Town Hall 53095 Main Road · EO. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLO· Tel. (631> 765-1809 Fax (631) 765-9064 FINDINGS, DELIBE~TIONS, AND DETERMINATI~ MEETING HELD AUGUST 21, 2008 ZBA # 6185 - WILLIAM LUTKOWSKI, APPLICANT CTM 77-2-25 PROPERTY LOCATION: 595 Pine Avenue and Birch Avenue, Southold PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 18,262 square foot parcel in the R40 District, measuring 192.23 ft. along Pine Avenue to the east, 119.75 feet to the south, 107.68 feet to the west, and 119.22 feet along Birch Avenue to the north. The property is improved with a single family dwelling, as shown on the November 29, 2005 survey prepared by Peconic Surveyors, P.C, L.S. BASIS OF APPLICATION: Request for Variances under Section 280-124 (Bulk Schedule), based on the Building Inspector's April 18, 2008 Notice of Disapproval concerning a proposed new dwelling (after demolition of the existing dwelling), proposed with front yard setbacks at less than 35 feet. RELIEF REQUESTED: The applicant seeks a variance to allow construction of dwelling (following demolition of the existing building) with a set back at 19.3 feet measured between the proposed handicap ramp with landing and the front lot line adjacent to Pine Avenue at its closest point, and 24.3 feet from the proposed garage, as shown on the May 25, 2008 site plan prepared by MCH Design Services. ADDITIONAL INFORMATION: The existing house was constructed in 1946 on a corner lot in accordance with a covenant and restriction requiring that a house on a corner lot be set back 20 feet from the street. FINDINGS OF FACT REASONS FOR BOARD ACTION: On the basis of testimony presented, submitted, and personal inspections, the Board makes the following findings: materials Page 2 - August 21, 2008 ZBA # 6185 - William J. Lutkowski CTM 77-2-25 1. Town Law §267-b(3)(b)(3)(1). Grant of a front yard setback variance will not have an adverse effect on the character of the neighborhood or be a detriment to nearby properties. The proposed construction will not be inconsistent with other houses in the neighborhood, ~t~[~h are similarly placed on their lots. 2. Town Law §267-b(3)(b)(2). The benefit of a house to replace the existing cottage cannot be achieved by means not requiring a variance. The property is a corner not and the house will have two front yards. The applicant plans to build a handicap ramp. Given that need, any other placement on the lot would require a variance in one of the other setbacks. 3. Town Law §267-b(3)(b)(3). The proposed variance is substantial (45%) with respect to the code. It is not substantial with respect to pre-existing covenants and restrictions which allow a 20 ft. setback for corner lots in that neighborhood, amounting to 3.5%. Relative to those restrictions, the non-conforming parts of the house will be a handicap ramp with landing will extend 0.7 feet. 4. Town Law §267-b(3)(b)(5). The need for a setback variance was created when the applicant decided to demolish and replace a 920 square foot house on a corner lot. 5. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that grant of this relief will have an adverse impact on physical or environmental conditions in the neighborhood.. C. Town Law Section 267b(3). Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new 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 Simon, seconded by Member Oliva, and duly carried, to GRANT the variances as applied for, as shown on Site Plan S-1 dated July 29, 2008 and Elevation Diagrams A-l, A-2, A-3 dated May 25, 2008, prepared by MCH Design Services. 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. 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 Page 3- August 21, 2008 ZBA # 6185 - William J. Lutkowski CTM 77-2-25 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~_riaga~(Chairman), Oliva, Simon, and Weisman. (Member Dinizio was absent.) Th' du ted 4-0). / ,era/rd'. Goehringer, Chairmef-n //~/$ /2008 ~lYproved for Filing Long Island Power Authority 117 Doctors Path Riverhead, NY 11901 December 22, 2008 Mr. William Lutkowski 83-20 Penelope Ave Middle Village NY 11379 RE: Service Address: Birch Ave, Southold LIPA Reference #T 100962955 Dear Mr. Lutkowski: Please be advised that LIPA has removed all of its electric facilities located at the above address on December 18, 2008. Thank you for this opporttmity to be of service to you. Very truly yours, Ste P Aylward Design Supervisor Eastern Suffolk JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-5506 To~ Date: Re: Town of Southold Building Dept. October 13, 2008 Lutkowski Pine Ave Southold, NY To Whom It May Concern: After an inspection was preformed on the above property, it is deemed that the existing septic system is sufficient enough to handle the additional loads that will be placed on this system, with the new floorplan layout. Any other questions please call. sy ki P.0. Bm~ 1132 MA,m ~.d(IK, I~W YOI~K He~.en Lutkowaki GoOse Bay Em~ate Sou~hold, N.Y. single pool septio system in same location. 'I? feet from Northeast property ( Pine & Birch Ave) I,O00 gat. tank and 8ft. dia. x I2ft. L.P. Labor amd Material. z,aSo.i IUILDI~NG PLRMII EXAMINER (IIECKLIS'I ~'DaW Submitted: ~/ *Date Reviewe tpplicant: ~tt~ ~X~o~; Owner: irchitecffEngineer: VJ ~ [CTM~__~[000~ 7 7 .... ~ ~ S ~b(h'x'qs~on:' ..... Zone: _~OCon fo rmiug ? 'roperty Address: ~¢X ~D~Ve ........ luilding permits (Open/Expired): BP__ _-2 / (/,.) Z~ , Inf~:_ BP -Z / C/0 Z- , Info: :P -Z / C/0 Z- , [nfo: BP _ g, CIO Z- ~, :Ingle & Separate Search Required? Y ore Determination: -'~-Q. Lot Size: }--4- O Od5 C) ACT. Lot Size: · Q. Front~ ACT. Front I~Q Side ._ ACT.~ S<te' · Q. Height .... ACT. Heighl. 'rojeclDescription: ~ ~ ~ ~ Vaterfront? Y o~ ...... lyes, water [)ody: Pancl/i ~ REQ. Lot Cox,. ILEQ. Rear __ ACT. Lot C0v. --___ PROP. Rear I?l~mdZonc: X Bt kheadq31uffDislance: ~.DDITIO1NAL AP['R() VAI.S luffolk ('(~uulv Ileal~h: ¥ ~,~ bJ II v(s, Ilk 1~: 4l):lt~: ~ Pt rmi(/~: Fo',vu Laudmark Col A: \' %~)TIE: , : - Noles: */xDfiS C()DE Compliance (page 2): Y o~ N Fee St ucture: ( ialClllalioll: + initial Fee: Additional Fee ( __): NEW YORI¢ STATE CODE COMPLIANCE CHECKLIST CLI/x4ATIC/GEOGP,-KPHIC DgSIGN CRITERIA:__ ,, GrouatlSnowboad:4~_/ lalna pee : ' __ ~ " 'g g Y: , Design Temp: 11 ~ [ce Shield Underlay: YES Flood Hagards: UgE/OCCUPANCY CLASSIFICATION: _. ~ ~ '~.a.zl . · HEIGHT/FiRE AREA: TYPE OF CONSTRUCTION:_ DESIGN CRITE[dA: ENGINEEILED,~ FULl. F[tAb, lllq ~ D[ SI ~N \VAI.[ S I'U D,';: FI,OOI[,[()[S[5;: IIEAI)ERS: CEILUIN (3 JO IS'D{: LIJ~,~IIER SPI<CIES AND (;RAI)I3: DESIGlq LOAD CAI (7~ JLAT[OIq3~: ~I~ 13GRl~555 5.7~F,: I,IGH2 NAfL~G/CONSTRUC]T[ON RAFTERS: TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER LE/!//', m ,.J'~ L. -/'ko FO ,.RMER OWNER STREET N S VILLAGE W DISTRICT SUB. C. '~ C:--"'., ACREAGE ,,,, - , TYPE OF BUILDING LAND IMP. TOTAL DATE REMARKS Tillable Tillable Tillable AGE NEW Farm 2 3 Woodland Swampland Brushland House Plot Tara I NORMAL Acre BUILDING CONDITIOh BELOW ABOVE Value Per Acre Value FRONTAGE ON WATER FRONTAGE ON ROAD /.~a ' .f ~ :, ';~ ..,; .:. BULKHEAD DOCK ~tension ~ ' ~ Basement ~ ~ ~ Floors ' E~ension Ext. Walls /9 5 ~ ~nterior Finish ~ ~ ..... ? . Extension ~ Fire Place Heat ..- Porch R~f Type '= Porch Roo~ 1st Flor Breezeway [ Patio R~ms 2nd Floor Garage .................................. ~rivew~ ........... Dorm~ ..................... BLDG OEPT TO~N OF SOUTHOkD AREA-18,262 SO. FT. SURVEY OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, .N. Y. ..qCA/~ 1 °=30' '#~cmwc so~/~¥d~s~ (~m) ~-~o~.~ N TEST HOLE SEPT.24,2001 BY McDONALD GEOSCENC~ AREA=18,262 SO. FT. '3°_.. ~,* ~" , / SURVEY 01~ PROPERTY AT $OUTHOLD TO,tN O? SOUTHOLD $UFI~OLK COUNTY, N.Y. 1000- $CAL~. 1'=30' NOVE'MB~R 29, 2005 MA Y 14, 2009 [FOUNDATION) · =MONUMENT e=P/PE ELEVA DONS REFERENCED TO AN ASSUMED DATUM. LOT NUMBERS REFER TO "MAP OF GOOSE BAY ESTATES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON NOVEMBER 1`3, 19`34 AS MAP NO. ANY ALTERATION OR ADD/DON TO THIS SURVEY ISA V;OLADON OF SECTION 72090F THE NEW YORK STAl~ EDUCA llON EXCEPT AS PER S~CTTON 7209-SUBDIVISION 2. ALL CER17FlCA170N$ HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ~HOSE SIONA TURE APPEARS HEREON. 1176. ~~ 12,30 TRAVEl ~R~ SOUTHOLD, N. Y. LIC. NO. 49618 ~'~Jl) 765-17~7 STREET 11971 05-262 N VACANT ST.I 24. 54' SURVEY OF PROPERTY A T SOUTHOLD TOIgN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000- 77-05-S5 SCALE. 1'=$0' NOVEMBER 29, 2005 MAY 14, P-O09 tFOUNDA TION) Nov. I$, ~PO/O (f/no/) TEST HOI~ SEPT.24.2001 B Y IvlcOONAI..D GEOSCLRVCE 0.0 AREA=18,262 SO. FT. lo~ ~ ANY ALTERA?ION OR ADD/DON TO THIS SURVEY IS A VIOLA?ION OF SEC?ION 72090F THE NEW YORK STATE EDUCA170N LAH~ EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICA?IONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR H~IOSE SIGNATURE APPEARS HEREON. · =MONUMENT · =PIPE ELEVA T/ONS REFERENCED TO AN ASSUMED DA TUM. LOT NUMBERS REFER TO "MAP OF GOOSE BAY ESTATES" F/LED IN THE SUFFOLK COUNTY CLERK'S OFF/CE ON NOVEMBER 15, 1954 AS MAP NO. 1176. .d":~"--~.~.N~Y.S. LIC. NO. 49G18 ECONIC SUR. VE YORS, P.C. (651,) 765-5020 FAX (651) 765-1797 P.O. BOX 909 1250 TRAVELER STREET sour. oLD. N. SITE PREPERATION; 1), EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILIIW COMPANIES THAT THE AREA IR CLEAR, 2). CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS. ANY DIGGING WITHIN 24 [OHES OF UTILITY MUST BE DONE BY HAND, 3). CLEAR THE SITE AT LEAST 20 - 25 FEET (IF APPLICABLE) FROM THE FOUNDATION. A). CUT UP TREES (VERIFY WiTH OWNER) AND HAUL THEM AWAY. B). CHIP BRUSH, C), REMOVE STUMPS AND HAUL THEM AWAY, 4). RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE, $), WHEN THE TOP SOIL IS PRESERVED, TILL THE SOIL FIRST, AND THEN REMOVE TO A SAFE LOCATION W~TH A FRONT END LOADER. 6), FOUNDATION EXCAVATIONS SHOULD SE AS LEVEL AS POSSIBLE, SET ELEVATION BENCH MARK PRIOR TO EXCAVATION. OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM POR A WELL- DRAINING BACK F~LL AND TO PROVIDE ROOM FOR ALL WORK. , IF THE DEPTH OF EXCAVATION IS 6 FRET OR LESS, OVER DIG BY 3 - 4 FSET. S). IF THE EXCAVATION lB DEEPER THAN 7 FEET, THE SIDES MUST SE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 F EST OR ~NSTALL SHORING. B), HILLSIDE EXCAVATION; EXCAVATE THE HILL RACK TO AN ANGLE OF REPOSE - THE ANGLE AT WHICH THE SLOPE IS STABLE, USSUALLY BACK TO A SLOPE OP 2',1 (VERIFY SOIL CONDITIONS). A). AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. , PROTECT GRASS, TREES AND OTHER PLANTS WHENEVER POSSIBLE, . DO NOT CLEAR OR EXCAVATE LARGE AREAS TO EAR IN ADVANCE OF CONSTRUCTION DISTURB VEGETATION ONLY AS NEEDED, THEN RESEED OR RSPLANT AS SOON AS PRACTICAL, 1 t), LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE - DO NOT DR~VE OVER UNCLEARED AREAS. PROTECT UNCLEARED AREAS WITH SNOW FENCING OR OTHER BARRIERS. PLACE SARRIERR AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT SYSTEM, IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS, A TEM POARY GRAVEL DRIVEWAY SHOULD SE INSTALLED WHERE VEHICLES ENTER THS JOB SITE. DRY WELLS: TOTAL ROOF AREA: 3530.6 SO. FT. AT 100% WATER RUNOFF: 5gq.6 CU. FT. PROVIDE: (4) g' DIA, X 4' DEEP DRYWELLS [PER CODE] TOTAL CAPACITY: 676,0 CU. FT. NOTE: DRYWELL CAPACITY IS DESIGNED TO EXCEED CODE REQUIREMENTS BY 14.6% PROVIDE Ig" WIDE TRENCH DRAIN AT END ~)F DRIVEWAY - TO BE CONNI~CTED TO DRYWELL N 70°40'34" W 11q.756' 24.3' pROPOSED, ASPHALT DRIVEWAYi PROPOSED GARAGE COVERED ' "~-" ~ DECK PORCH .,~ D.W:~ ~_ PROPOSED 2 STY. FRM. HOUSE Z ]RCH i ,,' ,, PROPOSED ASPHALT EXISTING BLDG. TO BE REMOVED NOTE: EXISTING SEPTIC SYSTEM BE UTILITYO POLE TO BE USED FORSTRUCTURE REPLACE/REPAIR LINES AS NEEDED - DO NOT CROSS LINES WITH WATER!!! EXISTING 1000 GAL. g" WIDE TRENC AT END OF CONNECTED TO SEPTIC SYSTEM I SCTMe 1000-77-02-25 _OCATION: =~OPEF~T¥ ..lOUSE ~OV'ERED PO~.CH AREA: 1~,2~2 ec~. LOT COVERAGE.' 1516.1 ~ Ct. ~.3 % n H phone: (631) 298-2250 e-mail: mlchael@mchdeslgnservices.com DRAWN BY: MH November 23, 2008 SCALE: 1/4" = 1'-0" SHEET NO: SITE PREPERATION: 1). EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE AREA IS CLEAR. 2). CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATtON BEGINS, ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE DONE BY HAND. 3). CLEAR THE SITE AT LEAST 20 - 25 FEET (IF APPLICABLE) FROM THE FOUNDATION. A). CUT UP TREES (VERIFY WITH OWNER) AND HAUL THEM AWAY. S). CHIP BRUSH. C). REMOVE STUMPS AND HAUL THEM AWAY· 4). RETAIN AS MUCH TOP SOIL AB POSSIBLE TO PRESERVE THE ENVIROMENTAL QUALITY GF THE PROJECT SITE. 5) WHEN THE TOP SOIL iS PRESERVED, TILL THE SOIL FIRST, AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT END LOADER. 6). FOUNDATION EXCAVATIONS SHOULD BE AS LEVEL AS POSSIBLE. SET ELEVATION BENCH MARK PRIOR TO EXCAVATION· ?). OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL- DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK· A). IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS, OVER DIG BY 3 - 4 FEET. B). tF THE EXCAVATION IS DEEPER THAN 7 FEET, THE SIDES MUST BE ELOPED OUTWARDS AT A 4E DEGREE ANGLE ABOVE 4 FEET OR I NETALL SHORING, B). HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE - THE ANGLE AT WHICH THE SLOPE IS STABLE, USSUALLY BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). A). AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. 9). PROTECT GRASS, TREES AND OTHER PLANTS WHENEVER POSSIBLE. 10). DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION DISTURB VEGETATION ONLY AS NEEDED, THEN RESEED OR REPLANT AS SOON AS PRACTICAL. 11 ). LIMIT EQUIPMENT TRAFFIC IN AND OUT OF TH E JOB SiTE - DO NOT DRIVE OVER UNCLEARED AREAS. PROTECT UNCLEARED AREAS WITH SNOW FENCING OR OTHER BARRIERS. PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT SYSTEM. IF A PERMANENT DRIVE CAN NOT SE INSTALLED BEFORE CONSTRUCTION BEGINS, A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED WHERE VEHICLES ENTER THE JOB SITE, DRY WELLS: TOTAL ROOF AREA: 3530.6 SQ. FT. AT 100% WATER RUNOFF: 5~R.6 CU. FT. PROVIDE: (4) 8" DIA. X 4' DEEP DRYWELLS [PER CODE] TOTAL CAPACITY: 676.0 CU. FT. NOTE: DRYWELL CAPACITY IS DESIGNED TO EXCEED CODE REQUIREMENTS BY 14.6% N 70°40'34" W 11~1.756' ,: ' ASPHALT', PROVID[ ~"' WIDE TRENCH DRAIN I I I DR):VEWAY GARAGE '~' PROPOSED 2 STY. FRM. HOUSE 35.00' D.W PROPOSED ASPHALT RETAINING WALL EXISIING BLDG. TO BE REMOVED % NOTE: EXISTING SEPTIC SYSTEM UTILITYO TO BE USED FORSTRUCTURE POLE RIEPLACE / REPAIR LINES E ¢" WIDE TRENCI AT END OF CONNECTED TO BE AS NEEDED - DO NOT CROSS LINES WITH WATERIH EXtSTING 1000 GAL. SEPTIC SYSTEM SCTM# 1000-77-02-25 -OCATION~ =ROPERT'Y AREA: 18,2~,2 ecI. Ff.. HOUSE DO'v'ERED PORCH 151~,1 ect et, ~'~.0 ecIFt, 1~,5 ect Ft. 'I~0.5 ect rf.. LOT CO'VERAGE: 18,1 E,,3 % 3/'I % 0.~ ~ 4.3 % 0.~ % M [; H · esi se ic s. 298-225O e-maih michael@mchdeEIgl DRAWN BY: MH November 23, 2008 SCALE: 1/4" = SHEET NO: N 70°40'34" W 11q.756' CABLES AND PIPES HAVE BERN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIRS THAT THE AREA IS CLEAR. 2). CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS. ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BS DONE BY HAND, 3). CLEAR THE SITE AT LEAST 20 - 25 FEET (IF APPLICABLE) FROM THE FOUNDATION. A), CUT UP TREES (VERIFY WITH OWNER) AND HAUL THEM AWAY. B). CHiP BRUSH. C) REMOVE STUMPS AND HAUL THEM AWAY. 4). RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE. B). WHEN THE TOP SOIL IS PRESERVEO, TILL THE SOIL FIRST, AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT END LOADER. 6). FOUNDATION EXCAVATIONS SHOULD BE AS LEVEL AS POSSIBLE. BET ELEVATION BENCH MARK PRIOR TO EXCAVATION, T), OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL- DRAINING BACK FiLL AND TO PROVIDE ROOM FOR ALL WORK, A). IF THE DEPTH OF EXCAVATION ~S 6 FEET OR LESS, OVER DIG BY 3 - 4 FEET. B). IF THE EXCAVATION IS DEEPER THAN 7 FEET, THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING. HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE - THE ANGLE AT WHICH THE SLOPE IS STABLE, USSUALLY BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). A). AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED E FEET ON A SLOPED SITE, 9). PROTECT GRASS, TREES AND OTHER PLANTS WHENEVER POSSIBLE 10}. DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION DISTURB VEGETATION ONLY AS NEEDED, THEN RESEED OR REPLANT AB SOON AS PRACTICAL. 11), LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE- DO NOT DRIVE OVER UNCLEARED AREAS, PROTECT UNCLEARED AREAS WITH SNOW FENCING OR OTHER BARRIERS. PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT SYSTEM. IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS, A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED WHERE VEHICLES ENTER THE JOB SITE. DRY WELLS: TOTAL ROOF AREA: 3530.6 SQ. FT. AT iO0%WATER RUNOFF: 5~q.6 CU. FT. PROVIDE: (4) ~' DIA. X 4' DEEP DRYWELLS [PER CODE] TOTAL CAPACITY: 676.0 CU. FT. NOTE: DRYWELL CAPACITY IS DESIGNED TO EXCEED CODE REQUIREMENTS BY 14.6% PROVIDE TRENCH DRAIN AT ENDI )F DRIVEWAY - TO BE CONNE TO DRYWELL 24.3' PROPOSED ASPHALT DRIVEWAY:, PROPOSED GARAGE COVERED ;/: ~.,, ~ DECK PORCH ~ D,W.; PROPOSED 2 STY. FRM. HOUSE 5.oo' ~= .. J~i';'~ - DRIVEWAY WITH .~ .... RETAINING WALL ..--.~"., ~ ToEXISTING BLDG.BE REMOVED '"'""'"'; "' ' ' ;~ ~%~'~ NOTE: mEXISTING SEPTIC SYSTEM T~O BE USED FORSTRUCTURE ) BE UTILITYO POLE g" WIDE TRENC AT END OF CONNECTED TO I REPLACE / REPAIR LINES AS NEEDED - DO NOT CROSS LINES WITH ~/ATER!)! S.T. EXISTING 1000 GAL. SEPTIC SYSTEM SCTM# 1000-77-02-25 .C)C~TI(:)N: 18,2~,2 scl. LOT 1~,1 HOUSE DECK COYEf~ED PORCH H~NIDIC~P RAMP ~9~.O ecIFt, l~°J,5 ecl Ft, 9~O.D ~cl Ft. 159.5 ecl Ft. 3.9 % O,~ ~ 4.3 % O,~ % phone: (631) 298-2250 michael@mchdeslgnservlces,com DRAWN BY: NH November 23, 2008 SCALE: 1/4" = 1'-0" SHEET NO: N 70°40'34'' W 11ci.75~' SITE PREPERATION: 1 ). EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, CARLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE AREA IS CLEAR. 2). CONTRACTOR ANG EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS. ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE DONE BY HAND, 3). CLEAR THE SITE AT LEAST 20 - 25 FEET (IF APPLICABLE) FROM THE FOUNDATION. A). CUT UP TREES (VERIFY WITH OWNER) AND HAUL THEM AWAY. B), CHIP BRUBH. C). REMOVE STUMPS AND HAUL THEM AWAY. 4). RETAIN AB MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE, 5). WHEN THE TOP SOil IS PRESERVED, TILL THE SOIL FIRST, AND THEN REMOVE TO A SAFE LOCATIDN WITH A FRONT END LOADER, B. FOUNDATION EXCAVATIONS SHOULD SE AB LEVEL Aa POSSIBLE, SET ELEVATION BENCH MARK PR OR TO EXCAVATION. 7), OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL- DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. A), IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS, OVER DIG BY 3 - 4 FEET, S). IF THE EXCAVATION IS DEEPER THAN 7 FEET, THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING. 8. HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE - THE ANGLE AT WH CH THE SLOPE S STABLE, USSUALLY BACK TO A SLOPE OF 2:t (VERIFY SOIL CONDITIONS), A), AN UNEHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. 9), PROTECT GRASS, TREES AND OTHER PLANTS WHENEVER POSSIBLE. 10). DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION DISTURB VEGETATION ONLY AS NEEDED, THEN RESEED OR REPLANT AS SODN AS PRACTICAL. 11 ). M MIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE - DD NOT DRIVE OVER UNCLEARED AREAS. PROTECT UNCLEARED AREAS WITH SNOW FENCING OR OTHER BARRIERS. pLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT SYSTEM. IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS, A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED WHERE VEHICLES ENTER THE JOB SITE. DRY WELLS: TOTAL ROOF AREA: 3530.6 SQ. FT. AT 100% WATER RUNOFF: 5gq.6 CU. FT. PROVIDE: DIA. X 4' DEEP DRYWELLS [PER CODE] TOTAL CAPACITY: 676.0 CU. FT. NOTE: DRYWELL CAPACITY IS DESIGNED TO EXCEED CODE REQUIREMENTS BY 14.6% 24.3' IDiROPOS,ED, PROPOSED GARAGE DECK COVERED PORCH PROPOSED 2 STY. FRM. HOUSE RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE OCCUPANCY OR USE IS UNLAWFUL Vt/!TI.I(tUT CERTIFICATE , ~ 35.00' CERTIFICATION OF )RCH , PROPOSED ASPHA~.T. ALLOONSTRUOTION SHALL ~ ' ,.:,'~ -DRIVEWAY WITH/ ~ MEETTHEREQUIREMENTSOFTHE J ~,i~,'," :, ",i :.:" RETAINING WALL.-~ CODES OF NEW YORK STATE. ,, DO NOT PROCEED WITH ~ ~ FRAMING UNTIL SURVEY HAS BEEN APPROVED. UTILITY~ TO BE USED FORSTRUCTURE POLE AS NEEDED - DO NOT CROSS %ORK STATE. NO~ RESPOnSiBLE FOR DESIGN OR 60NS~RUOT[O~ ERRORS, EXISTING, 1000 GAl_. SEPTIC SYSTEM SCTM# 1000-77-02-25 LOT COVEI~.AGE: 0.~ % 4.3 % 0.~ % I-OCATION.' c~ ?.4.5W IP~OPEt~TT' AREA.- 18,2~2 ecI. COMPLY WITH AL[_ CODES OF NEW YORK STATE/&TOWN CODE,~ AS RE Q~n~Dn~Cn ON DITIONS I SOU~0LD TOWN ZBA SOU]HOLD TOWN PLANNING B0~ S00TNOLD TOWN TRUSTEES N.Y.& DEC PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USEID IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/IO OF 1°/; LEAD. PLUMBING DECK, CO'v'E~ED PORCH 1516.1 ~-I~.O scI 1~.5 sq 15%5 scl rt. UNDERWRITERS CERTIFICATE , ,i,REQUJRED C H c es 'cee co phone: (631) 298-2250 e-ma,: mlchael@mchdeslgnservlces.com DRAWN BY: MH October 12, 2008 SCALE: 1/4" = 1'-0" SHEET NO: E] NORTH ELEVATION SCALE: 1/4" = 1'-0" EAST ELEVATION SCALE: 1/4" = 1'-0" c se ' s co phone: (631) 298-2250 e-mall: michael@mchdeslgnsen/Ices.oom DRAWN BY: MH October 12, 2008 SCALE: 1/4" = 1'-0" SHEET NO: SOUTH ELEVATION SCALE: 1/4" = 1'-0" WEST ELEVATION SCALE: 1/4" = 1'-0" C S C CO (631) 298-2250 e-mall,, mlchael@mchdeslgnservlces.com DRAWN BY: MH October 12, 2008 'SCALE: 1/4" = 1'-0" SHEET NO: FOUNDATION PLAN SCALE: 1/4" = 1'-0' 1 GARAG£[ I I ~ o~om - ................. ~ ................. F ~ I I ~ I I.r- , -~ ....... ~ ...... [ ~'~ ...... ~-~ ....... , ~ .... ~ - ,.._.J .......... ',~ r .... 1, ~h, : ~? ~ ~,'~', i~ ','-= ....... ~-'~'-~-"'~ '- ~'-"~-'-'-~"- ......... ~'-'~"- ~ m ~ m W/(B) ~B REB~ [TYPICAL} ~ .. .... ~ ~ ~, ~ ~, ,~ ~ ~_, ~: ~[~" "~ ~ ~ ~ i BY OLYMPIC MANUFACTURING tOXlO CONe. PIER ,~j, , tT, , , , ..... L ....--~ t__ ', 7). PROVIDE 2 - ,[-3/~Xll-?/g ML FLUSH HEAOER OF BASEMENT WINDOWS. DOUBLE UP FLOOR 3'OISTS UNDER PARALLEL WALLS ABOVE. PROVIDE GENERAL CONTRACTOF OWNERS FOR APPROVAL OF PAINTER TO PRintS AND PAINT ALL DOOR EDGES TO MAINTAII MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, M C H (631) 298-2250 e-mail: mlchael@mchdesignservlces.com DRAWN BY: MH October 12, 2008 SCALE: 1/4" = 1'-0" NO: ~ , ................... 'L~J ,~ ~/AB ABOVEL~j ,," / , , ~ I I (631) 298-2250 ~ ---~ ,, ~ ? ~ ] , e-mail: ~ : ~ FOR ZNST~L~T]ON ~ I : J ~ ~-- ~ ' ~ ................................ ~ ] _ .... .... . . ~ I1~ ~1 I~ ,.~ ~;I ~ III ~ ~ ., ~ II~ : It ~ ~a~os~[~r~[k~w~uowms, I '1 · I~. ~ ~ -- ---~-~ , ~ , ~ ~ . II · ~ h ~ J~ (~ 1~-~ 'a HL w/~) 2" 5TL 'L PET. FL.~, ...... , ~ 3, . N ~ ~ I1" I .... ~o~..,~ I ~ ~ I ., : ~ A III x , I II1:" ,' .~ ~ II1' ~ ,' . ~, ~ .~ ~ ~ I iii ,,~ ~ ~ 0 , ~ ~ J ~ .' ~ II{i : ..... : ~ ~ ' ' ' - .... " -' f '~ I ~11 h I ~ II ' 3'-o" :, '-~:~" ~-~-~-~ :::::::::::::::::::::::::::::::::::: ~~ m II~ '- .... ~ -~ ........ ' J J J m ¢~ ~. 6).ALL~TERIOROPENZNGSTOHAVEDESZGN-pREsSUREUPGRADESWH[R/ _, !1 ~ I1'1 -' · ....... : : II IL J ~1 III- APP~CABLE. PROVZDE~EBR[-PROTEC"ONPAN[LSW[THFASTEN]NG , c~ III ~ : ........ i t I IIIh lull *""'*'~*'" , ~ ~ ,'ill ' BE HARD-WIR~ W'H BATTERY B~K UP, PROVIDE (HIN,] 1 Ce DETECTOR . .. ,. !1 ii~ ~ , ,, ,L,~....~,~ "; ~ " I '. ', ., / ~ ~ ~' ~ ~ /~/ I ~ s D~WN BY: { ~ i COVERED PORCH ~ ~( I ~ ~ j {~-~*u ~ ' O~ober 12, 2008 ~ ~ ...... ~ ............. ~1 ........ ~1 .............. I 1 I ' ' ," ~ ' ' --' ~ ~ ' ~,~,~,~,: ~.~s~.,~ S~LE: 1/~" = 1'-0" COVERED PO~CH sP~cE: 5~2.~ s~., i ~-. ' ~u~,.~l. ~~ HEET NO: ~'-~" ,, ~2'-~ ~/~" * ;:' S~LE:1/4"= 1'-0' ., ~m-~mm ., ~ 3~-+ ~2-6 ~/2 .~ ANB HVAC PRIOR TO INSUlTiNG ANB J '-01/2" , g'-O 1/2" 2'-5" IS'-O 1/2" OTPEN · -~ , , , .......................~ TO BE VERIFIED Iffi F~LD w/OWNER ............... ~ ....... ,_ 1 1 ' ~ ; 8'-0" , x~ I1~ ~1 Il ,,~ ~;I ~ ii m ~ ~ ., · I~. e ~ -- ---~-~ , ' gXE~OST = ~ , ~ ~ , J , , ~ ~ II ' ~'-o" -m '-~-~" ~-~-~-~ ::::::::::::::::::::::::::::::::::::: ~ Ill ~ = ........ ~ ~ I Ill~ lull ~ Ill ~ ~...,~ ~ ~ '- ...... ....~ ',~ ,, ~ '~~ ~ II ' I IlL i~ , .. .L.~..., .~.~l "~ ~ " I , ~ ~ ~ ~ Z~' .~ ...... ~ ............. ~1 ........ ~1 .............. I 1 I _ i 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0' LOW STORAGE ~ PROJECT NORTH A21 m m (~) LOW CW255-2 ~-O"PLT. HT 6'-5" PLT, HT, I LIVING SPACE: 1031.g ! GENERAL CONTRACTOR TO COORDINATE M OWNERS FOR APPROVAL OF ALL AND HVAC PRIOR TO PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN MAN UFACTURER S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK M C H phone: (631) 298-2250 e-malh DRAWN BY: MH October 12, 2008 SCALE: 1/4"= NO: '12 ]2 POST D~N I I (2) l-3/+Xq-i/2 ML HEADER 1' 'l' DOWN TO M C H phone: (631) 298-2250 e-malh mlchael@mchdeslgnservlces.com DRAWN BY: MH October 12, 2008 SCALE: 1/4" = 1'-0" SHEET NO: ROOF PLAN SCALE: 1/4" = 1'-0' (~ PROJECT NORTH POST 2~X2+X12 CONC. FTG. HEADER gXg COLUHN CONC. PIER M c H (2) w~vw. mchdesia nservices.com ML HEADER phone: (631) 298-2250 HALL MASTER BEDROOM ~ ~[*"OC (TYPICAL) SECT[O~ A-A MASTER BATH WALK-IN CLOSET MASTER BEDROOM 11 -?/8 T$[230 WOOD-! F,T ,FAMILY RQ_Q.~ KITCHEN ..... ~/~"~oxs..~.z.~ D~WN BY: MH BASEMENT +X+STEEL GARAG[ October 12, 2008 rOA./F.~,SlLLSaL ~ S~LE: 1/4" = 1'-0" " SH~fiT NO: '"*'""'" '"*'"'"'" SEGION D-D SECTION C-C SCALE: 1/4" = 1LO'' SCALE: 1/4" = 1'-0" NYS ENERGY COMPLIANCE NOTES WINDOWS AND DOORS: WINDOW AND DOOR WITH WOOD TRIM: 1). INSULATE HEADER 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 3), SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS ALONE IS NOT ADEQUATE, WINDOW AND DOOR WTTH DRYWALL RETURN; 1), CAULK ,TOINT BETWEEN OPENING FRAME AND ROUGH OPENING. 2), DO NOT USE HIGH-EXPANSION FOAM, IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. PLUMBING AND ELECTRICAL: SEALING PENETRATIONS: ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST BE SEALED. RECESSED LIGHTS: RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.I .G, INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS STANDARD OF 2,0 CFM, (ASTM E 28S). UNZ'FS WITH A LABEL THAT REFERENCES THIS ASTM STANDARD, NEE OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO BE SATISFIED 8Y INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. SERVICE WATER HEATING; IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES REEIREULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT HEAT L055, GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LES5 THAN 1" IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. TUB/SHOWER UNITS ON EXTERIOR WALLS: PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. HEATING, VENTTLATION AND AIR-CONDITIONING (HVAC) HEAT LOSS CALCULATIONS AND SYSTEM SIZING: HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS SOB.3,1, HVAC SYSTEM EFFICIEN£IES; THE MINIMUM EFFIEIENEY REQUIREMENTS FOR HVAC SYSTEMS ARE G~VEN IN ECCCNYS SG3,2. NOTE THAT RODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL MINIMUM EFFICIENCY STANDARDS, HVAC CONTROLS: CONTROLS MUST BE IN ACCORDANCE W~'i'H EECCNYSE03,3.2 AND SOS.3.S. TEMPERATURE CONTROLS MUST INCLUDE THE CAPACITY TO GE SET TO SS DEGREES OR LOWER (FOR H~TING) AND/OR SS DEGREES IFOR COOLING). THERMOSTATS USED TO CONTROL HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT LEAST S DEGREES} WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO PREVENT ENERGY CONSUMPTION {SUSPEND OPERATION) BETWEEN GD AND GO~ RELATIVE HUMID[rY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR TEMPERATURE. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROL5 TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED, WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED, DUCTS AND PIPES: DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUETWORK AND PIPES IN UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS SDG,3.G. FLEX DUCT MUST HAVE R-VALUE LABELS ON THE OUTSIDE JACKET {ECCCNYS 102.5.3), DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPAEES MUST BE INSULATED, WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE THE INSULATED ENVELOPE OF THE HOUSE, IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE R-i~ RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. DUCT SEALING: DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUETWORK (ECCCNYS SOD,G,4). ALL PORTIONS OF STUD BAYS OR ~TOIST CAVITIES USED AS DUCTWORK MUST ALSO BE SEALED, ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL ~OINTS THAT LOCK) MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. TAPES MEETING UL 1SIA MAY BE USED FOR RIGID FIBER DUCTS, TAPES MEETING UL l~'lG MAY BE USED FOR FLEX DUCTS, DUCT TAPE IS NOT ALLOWED FOR DUDT SEALING. WRITTEN MATERZ~LS: WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECEENYS 102.3). A LABEL REFERENCE TO SUCH MATERIAL IS ALSO ACCEPTABLE. REDUCED MOISTURE: EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C, TO CONF~RM THAT THE PAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE, KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY IF THERE IS A GAS RANGE. VENTILATION; MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD ~2-20DS AND THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL VENTILATION RATES. KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF §0 CFM INTERMITTENT OR 20 CFM CONTINUOUS, FOUNDATIO CRAWL SPACE: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE INSULATED TO Thee SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, ACCORDING TO THiE COMPLIANCE ANALYSIS. UNCONDITIONED [BASEMENTS: l). INSULATE THE'. FLOOR ABOVE THE BASEMENT, REFER TO PLANS FOR REQUIRED R-VALUE, 2). INSULATE THE', STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR, $), INSULATE HEAiTING PIPES AND A~R DUCTS IN THE BASEMENT. BASEMENT DO(OR. FRAMING: INSULATIO REScheck Software Version, 4.2.0 Co, mpliance Certificate Page1 I M D H www.mchdesie nservices.com )hone; (631) 298-2260 e-mall', michael@mchdeslgnservlces.com DRAWN BY: MH October 12, 2008 SCALE: 1/4"= 1'-0" SHEET NO: 4" 12" O,C, WINDOW 5ILL SHEATHING 2X4 DF#2 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAIL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMP~ACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM TI~ICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMIl-rED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHAUL BE PRECUT TO COVER GLAZED OPENINGS WITH A'FFACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHIERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUl-FERS MUST BE MARKED FOR WHAT OPENII~qG IT IS TO COVER. HARDWARE MUST ACCOMPANY SHU1TERS FOR INSTALLATION. STORM WATER MANAGEMENT DETAILS N,T.S. DRY WELLS TO BE 10' MIN, AWAY FROM HOUSE DRY W,ELLS: TOTAL ROOF AREA: 3530,6 SQ, FT. AT 100% WATER RUNOFF: 589.6 % PROVIDE: (3) 8' DIA. X 4' DEEP DRYWELLS [PER CODE] TOTAL ,CAPACITY: 676,0 % NOTE: DRYWELL CAPACITY IS DESIGNED TO EXCEED CODE REQUIREMENTS BY 14.6% G - D D " NOTES: SLOPE 1/4 PERFCDOTPITCHTODRAIN PLUMBING SCHEMATIC ~TO APROVED SEPTIC SYSTEM phone: (831) 288-2250 -:-mail: mlchael@mchdeslgnservices,com DRAWN BY: MH October 12, 2008 SCALE: 1/4" = 1'-0" SHEET NO: JOIST DETAILS Top INTERMEDIATE BEARING NO LOAD BEARING WALL ABOVE SII WEB STIFFENER ATTACHMENT BEAM and COLUMN DETAILS BEARING FOR DOOR OR BEARJNG AT WALL WINDOW HEADER BEAM TO BEAM CONNECTION BEARING AT COLUMN CONNECTION OF MULTIPLE PIECES OF TOP.LOADEDII BEAMS (1) FASTENING of FLOOR PANELS FILLER and BACKER BLOCK SIZES orH2) INSTALLATION TIPS BEARING AT CONCRETE WALL ELEVATEDCOLUMN BASE iI fll ~~ Jolet Framln!~ Uss BI or B2 at load bearing or shear wall from above This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. ALLOWABLE HOLES - TJI Joists Fable A - End Support ROUND HOLE SIZE I I -, 41~l,~"l,~'l,-°'l,'~',l~'~,)lr,~l , I I,'~"l~'~"l,'~,a,'-,,,h=,~,lm,,.,,h~,~,t I I I able B - Intermediate or Cantilever Support ROUND HOLE SIZE HOLE SIZE ALLOWABLE HOLES - Beams and Headers Rim to Tdl Jormt BEAM A1TACHMENT at BEARING WARNING C H phone: (631) 298-2250 e-mall: mlchael@mchdeslgnservlces,com DRAWN BY: MH October 12, 2008 SCALE: 1/4"= 1'-0" SHEET NO: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS THE FOLLOWING APPROVED U~P METAL CONNECTOR.5 FOR PROPER UJIND ~ESISTANT ~ GOOD CONSTRUCTION, FOLLOW MANU~ACTLIt~E'5 t~ECOMMENDED INSTALLATION IN.STt~UCTION~ TO ACHIEVE MAXIMUM L~PLIFT LOAD CAf=ACIT¥. KING STUDS < ~ >', ~ RAFTER-- WALL STUD RIDGE ~ LEDGER BATHTUB __~~ HEADER DOUBLE JOIST SIDEWALL RAFTER :LOOR JSP NUMBER DESCRIPTION APPLICATION · 1 ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. pLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1 ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTAI 2 1-1/4"x12" 20ga, STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga, STRAP APPLY OVER RIDGE TO EACH RAFTER 2xS-2x8 LS26 18ga, SLOPE HANGER APPLY TO EACH RAFTER / LEDGi~ FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER Wi THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR ~PPLY TO EACH CRIPPLE STUD 2X10 L6210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGi~K BLOCKING @24"OC WALL STUD ~ T~!ROUGH-ROOF EXHAUST VENTS SELECTED AND CATED BY CONTRACTOR METAL STRAP ~ CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD 0 ,.~ ~CHIMNEY RAFTER AS REQUIRED SILL PLATE(S) (~ WALL SHEATHING RAFTERS MAINTAIN ', , VENTILATION WOOD JOIST -- STAPPING TO BE ATTACHED TO WALL STUDS @48"OC I ~ ' ~ BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS ~ ~ ~ ~ AT WALL - MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A -- ' FASCIA ~ ~ · ~ ~ BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA -' E --LOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION /-- ~/ ROOFING TO AVOID SOAKING WALL STUD O~ NOT LESS THAN 1/15B OF THE AREA OF GUlf r THE BPACE VENTILATED ALL OPENINGS ~OS WOOD GIRDER iNBTALL '0" O.D, / ' ONTIN. SCREENSD ENT 4" - 8" LST~4 1-1/4"x24" 20ga. STRAF AND JACK STUDS ~ ~ ~, SHALL BE COVERED WITH CORROSION- RESISTANT METAL MESH WITH MESH 3N ALL OPENINGS ,~ ~ ~ ~ ,, PROVIDE H~MMED EDGE AT OFFIT I EXT. PLYWrOOD / // __~ F~HiN~TI'OFORMOHANN~' LOCATION ~S""UMBER DESCRIPTION A"'LiCAm'O" OPENIN~SOF'~INOHINDIMEN~ION. ~O~'T~ INSTALL 4'0" D.C. AND SO AS ~O MAINTAIN AIR CONNECT TO 8" - 14" LSTA30 1-1/4"x30" 18ga. ST~P AND JACK STUDS ~ ~ "~ ~ ' -~~ GAP TO PREVENT CAPiL~R~ 4" - 6" RAFTER RTl0 10-3/4" x ~ 8ga. ~DOWN ~CHOR ~CH RAFTER PROVIDE BLOCKING BELDEN JOISTS THAT ARE SPICED AND DN ALL OPENINGS 14"- 16" LSTA36 1-1/4"x36" 18ga. STRAP] AND JACK STUDS 8"- 12" RAFTER RT2D 21-1/8" x 20ga. ~DOWN ANCHOR EACH ~FTER ~OFFITED EAYE 3N ALL OPENINGS G NAILS OUT ~ / ~ ~ ~ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFIN{G SHINGLES AT BASE ~,N. 4 INCHES THROUGH VENT WOOD JOIST [ 81DE D LL FLABNING wooD JOIST 1 ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ~48"OC =LOOR JOISt DEPTH USP NUMBER DESCRIPTION APPLICATION AND RA~E5 - P~o~rDE H~MED ~E5 50 . ,, -~ CONC. S~ ~ '~,' ~:~-~ ~/ ~ KEYWAY FOOTING ~.~ V CONC. FTG.~'~ ~'~ '~'-~ ANCHOR BOLT CONNECTION USEWITH3x3SQUAREWASHERS SIDESANDTOP i/2"~OUT I ~ (USP LBPS58 OR BPSB3) SILL P~TE TO FOUNDATION ROOFING AT BOSOM ~ ~ ~ (C~WL SPACE OR FOUNDATION) I STORY 72"OC TYPICAL ~E~M DETAIL  ~ I ~ ~ SUBFLOOR COMPACT Fill ~ m I m USE 2XB FOR BLO~KOUT ~ ST~L BEAM ....... P.T. PLATE I/2"AIRS~CE ~/~ ~ ~ I '~' ~" ' ~~ , ' STEEL B~M TO ALLOW FOR SHRIN~GE 12"" ' ~, ,'~ ~, ~ ~ ........ ~ ,~" ~ ~ NOTCH BEAM FORMUDSILLIFREQUIRED-M~IMUM ~ ' ~ ~ ~ '.~ ~ ~ SUBFLOOR REINFORCE FOOTING WITH (2) ~ REINFORCING BAR~. ~ 3" MINIMUM B~RING SURFACE FOR WOOD BEAM ~A~A~E DOOR ~LOC~OUT M C H phone: (631) 298-2250 mlchael@mchdeslgnse~i~s,com DRAWN BY: MH October 12, 2008 SCALE: 1/4"= 1'-0" SHEET NO: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS LISE THE FOLLOWING OR APPROVED USP METAL CONNECTOR5 FOR PROPER WIND RESISTANT CONSTRUCTIION, FOLLOW M,~NUF:ACTLIRE'5 RECOMMENDED rNSTALLATION INSTRLLCTION5 TO ACHIEVE MAXIMUM LIPLIFT LOAD 1-1/2" SPACE MINIMUM HANDRAILg ~ RAFTER ~ RIDGE ~ RIDGE-TO-RAFTER CONNECTION LOCATION USP NUMBER ,D,.ES,C. RIPTION APPUCAT]ON BALUSTERS ATTACHED TO WALL HANDRAIL CONNECTION SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN CROSS SECTZONAL DIMENSION~ OR THE SHAPE SHALL RAFTER TOP PLATE WALL BTU D RAFTER TO PLATE/STUD CONNECTION 4" MAX, 4" DiA, MAXIMUM ~ ~ DECK/PORCH RAILING LEDGER WOOD JOIST LOCATiON 4" - 6" RAFTER 8" - 12" RAFTER USP NUMBER DESCE[FTION RTIO 10-3/4" x 18ga, TYDOWN ANCHOR RT2D 21-l/B" x 20ga, TYDOWN ANCHOF CONNECT TO ~CH RAFTER 3OIST CEILING JOIST TO BLDG. CONNECTION CONNECT TO '~CH RAFTER SPLICED JOISTS OVER HEADER/GIRDER LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA, BOLTS ~16 OC WITH WASHERS FLOOR FRAMING BLOCKING FOR tAG BOLTS FLASHING TUCKED UNDER IP PIECE OF SIDING AND LAPPED OVER FIRST CONT~N, PIECE OF SIDING BELOW DIA. tAG BOLTS W/WASHERS ©16" OC 2xflOISTS JOIST HANGER DECK/PORCH LEDGER CONNECTION FLUSH JOISTS WITH HEADER/GIRDER WOOD JOIST GIRDER/HEADER WOOD JOIST ALL IOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED W~TH THE PROPER STEEL CONNECTOR, IF ABLE~ SET F~R JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. SPLICED JOISTS OVER HEADER/GIRDER BLOCKING WOOD GIRDER PROVIDE BLOCKING BETWEEN 3OISTS THAT ARE SPICED AND USE WTrH RTl0 T'(DOWN ANCHORS LEDGER RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLOC, USING 1/2" DZ& BOLTS @16'OS WITH WASHERS RAFTER SiZE L5210 [ LBga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER 2x6-Z~82X10 ! USP Ls26NUMBER DESC~PTION APPIJCAT]ON 18ga. SLOPE HANGER APPLY TO EACH RAFTER ! LEDGER RAFTER RAFTER TO PLATE/STUD CONNECTION TOP PLATE WALL STUD LOCATION USP NUMBER DESCRIPTION APPLTCATION CONNECT EACH RAFTER/PLATE RTl5 TYDOWN ANCHOR RAFTER TO PLATE CONNECT OVER PLATE/WALL SPTHA STUD PLATE ANCHOR PtA~S TO EACH STU GIRDEPJHEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION 6xB BOmTD COLUMN PBS66 / PSSE66 / KEB~ HOLLOW COLUMN gIMPSON STRR1/2 DESC~PT~ON APPLICATION i APPLY TO RADH COLgMN POST CAP ANEHOE APPLY TO EACH COLIJMh POST CAP ANCHOR APPLY TO EACH COLUMN H.C. ANCHOR STU BERING PLATE ROD FOR BTU DOUBLE2x (MINIMUM) FOR HEADER OR BEAM MINIMUM END DISTANCE HOLLOW COLUMN UPLIFT SIMPSON STRONG ~E MODEL STEEl/2 INSTALL AS PER MANUFACTURE 5 RECOM ENDAT~ONS KING STUDS CRIPPLE STUD HEADER JACK STUDS HEADER/TO-POST/STUD CONNECTION LOCATION UBP NUMBER RLL OPENINGc !.STA12 ~LL OPENING,¢ RT3 OR RT7 ~ES~I~F~ON APPLICATION 1-1/4 ~x1220ga, STRAP APPLY TO EACH JACK STUD POST. RIM/DECK JOIST- POST-TO-DECK CONNECTION USE MIN. (2) 1/2" D~A. GALV, BOLTS WITH WASHERS AND NUTS GIRDEPJHEADEF POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION GIRDER CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION (3 BEAMS PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH PIER LOCATION 4X4 POST 6X6 POST POST CONCRETE FOOTING DECK POST FTG. CONNECTION POSTE ~ B~IMPTIA~NcHo R POST / BEAM ANCHOR USP NUMBER APPLICATION )AU44 OR WE44 APPLY TO EACH POOliNG )AU66 OR WE66 APPLY TO EACH FOOTiNG CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUIND WIND SEISMIC FROST WINTER ICEDHIELD FLOC SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT D LOAD (MPH) CATEGORY DEPTH MODERATE SLIGHTTO TEMP. REQUIRED HAZARDS 14BLBS' I 120 IB I SEVERE j aFT. ITOHEAVY IMOOERATBI tt I NONE I' J DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be #1 AOQ pressure treated lumber. ~.11 fasteners, hangem and anchors to be galvlnlzed or atslrdess steel, ~). Girders for deck joists to be bolted or anchored ts each post or pier with washers and nuts. 3lrders en concrete ptsm shall be anchored with piper steel connectom anchored nfo concrets with a minimum 1/2" dis x 7~ long anchor bolt with washers and nuts. ti, Posts suppodlng girders shall be anchored to a minimum 24"x24"xl 2" thick concrete footing. Use a mimmum 1/2" dis x 7" long anchor bolt with washers and nuts, Footings Shall ~e 3 fl. below grade. t}, Deck joists to have blocking at B'0 o c, ii, Flashing shall be metalled between the building and ledger. Lapping up ~he sheathing and over the lodger. Ledger to be fastened to building with t/2" dra, bolts with washers [nd nuts at 16" o,e. I). Concrete piers shall be a minimum 6" above grade. '), All joists to be supported wgh hangers and anchors. Each Jmst shall also be anchored to girder(s). ~. Covered ROO~ shall be assembled and anchored the same manner as a typical building. ,. All metal connections and fasteners in direct contact with ACQ shall have the piper ~)tsctlve coating from the manufacture, NAILING SCHEDULE ROOF SHEATHING: JOINT DESCRIPTION (~ S p~AcI~N G MOTES BTRUOTURAL EANEL B ~' IABwP ~cRMTA. ~%B'B ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE 10'WALL: 4-Sd COMMON RAFTER FOE-NAIL CEILING JOIGT 8' WALL: 3-8d COMMON EACH TOTOPPLATE tO'WALL:4-BdCOMMON JOIST FOE-NAIL CEILING JOIST TO AS PER TABLE 3~7 EACH FACE =ARALLEL ~AFTER WFCM - DSC 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 EACH TOE TO RAFTER 2 · Bd COMMON GND NAIL RiM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER TOP PLATE 2 - 16d COMMO FACE NAIL FOOT TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMO~ EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMOh D.C. NAIL HEADER TO iD" O,C. FACE HEADER 16d COMMON \LONG EDGES NAIL TOP OR BOTTOM 2 ~ 16d COMMOh PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMOh PER 2xB STUD NAIL BOTTOM PLATE TO: =LOOR JOIST, BAND JOIS~ 2 - lsd COMMOh PER END JOIST OR BLOCKING FOOT FACE NAIL DECK FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACIN6 NOTES JOIST TO: PER TOE ~lLL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2-8d COMMON EACH TOE TO JOIST END NAIL EACH TOE BLOCKING TO: I- lBd COMMOM BLOCK NAIL SILL OR TOP PLATE EACH FACE LEDGERTo BEAMSTRIP t - 1Bd COMMON JOIST NAIL PER TOE JOIBTToONBEAMLEDGER 3 - Bd COMMON JOIST NAIL PER END BANDTo JOisTJOIST ~ - 1 §d COMMON JOIST NAIL BAND JOIST TO: PER SILL OR TOP PLATE !- IBd COMMON FOOT TOE NAIL M C H phone: (631) 298-2250 e-mail: DRAWN BY: MH October 12, 2008 SCALE: 1/4" = 1'-0" SHEET NO: GENERAL NOTES CONSTRUCTION NOTES: . The Information within this set of construction documents Is mlatad to basic design details, They am Intended as a construction aid, not a substitute 'or generally accepted good building practice and compliance with current New York 3rata building codes. The General Contractor is responsible for providing standard ,'onct ructtsn details and procedures to ensure a professionally finished, structurally ~ound and a weatherproof completed product. , The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulaflons, 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. t). Dimensions shall take precedent over seated drawings· DO NOT SCALE DRAWINGS), t). The designer has not been engaged for construction supervision and assumes no esponslbillty for construction coordinating with these plans, nor responsibility for construction means, methods, tachnlques, sequences, or procedures, or for safety 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 prefabractab fireplaces meets or exceeds manufacture's specifications and applicable codes. 7). The General Contractor is to consult with the owner for all built-in Items such as bookcases, shelving, pantry, closets, trims, etc. Wind Icad requirements shall be taken Into account during conct~uctlon. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. 2). Ali footings to mst on undisturbed (virgin) soil, 3). Provide '~/2" expansion joint material between concrete slabs and abutting concrete or masonry walls occuting In exterior or unheated interior areas, 4), Any new concrete walls being attached to existing concrete structure shall be installed with ~ re-bar, 18" long at 12" o,c., Use approved epoxy for installation. ). Unless otherwise noted, all slabs on grade to be 2600 p.s.L. Concrete to be cured on 4 Inch thick sand or gravel fill with 6x6 wire mesh reinforcing, Interior slabs ) be minimum 3-1/2 Inch thick. All fill to be compacted to 95% relative density with 3" maximum lifts (layers). 3), Crawl spaces to be provided with a minimum 18"x24" access opening, Inctail one ~xl 6 cast iron foundation vent for every 150 sq, ft. of ama. ?). Dampproof exterior of foundation with bituminous coating as per section R406 of ',LY.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over :he below grade portion of exterior walls prior to backfilling. Drainage as per section R405 ef N.Y.S. Residential Construction Cede. FRAMING NOTES 1), All framing techniques and methods as prescriptive design of 1996 SBC High Wind Edition Wood Framing Construction Manual. 2). Unless otherwise noted, all framing and structural woad material to be #2 + BTR. Douglas Fir. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted otherwise. 4). 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 all openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Searing wall window sills shall also have (2) window sill plates for 2x4 wail openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provlod fire and blocking where applicab[e. 5). All flush beams/headers to be installed with heavy duty galvlnizod hangers and anchors where applicable to all connecting Joists. 6). Doubts 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 Icad capacity untsss noted on plans. · Provide blocking/bridging in floor joists al 8 0 e,c,. Use solid blocking In floor joists wails. 8). Provide insulation baffles al save vents between rafters, Install draft blocking as needed. 9). Unless otherwise noted, all roofs and walls ts have a minimum 1/2" thick, 4-ply Fir CDX exter or sheath ng grade plywood, Plywood to cover over plates and headers. 1 g)~ Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantach plywood subfioor adhered w h PL400 adhesive and screwed to floor joists. Finished floor to be Installed over subfloor as per manufacture's instructions. WIND FRAMING NOTES 1 ). RIDGE-TO-RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of ratters in accordance to table 3,4, When a collar tie is used in tau of a ridge strap, the number ef 1 Od common nails required In each end of foe collar tie need not exceed the tabulated nu~mber 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 ratter er truss do not fall in lithe 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 wall stud with uplitt connections. Roofs overhangin,cg the rake side of the building shall be connected with uplift connections in accco:Jance wlth~ table 3,3c, 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attacthod with uplift connections in accordance with table 3,3b. When wall studs above do not falll in line with studs below, the studs shall be attached to a common member In the floor aseembly with uplitt connecters in accordance with tabta 3.3· 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate~, or bottom plate with uplift connectors. Steel straps shall have a minimum embedment c~f 7 inches in concrete foundation and slab-on-grade, f 5 inches in masonry block fo[undations, or lapped under ~he plate and nailed in accordance w~th table 3.3b. When steel straps are lapped under the bottom plata, 3 inch square washes shall be used with the anchor bolts, Anchor bolt spacing is to be spaced and sized In accordance to table 3,2s, In addition to spacing, anchor bolts am 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 7116 inch wood ctructursl panel on the exterior attached with 8d common natls at 6" c.c. at the panel edges end 12" o,c. in the field, and 1/2 Inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c, at panel edges and 10" o,c. in the field shall be in accordance with the length requirements specified n table 3.15a-b. 3). TYPE ~1 EXTERIOR SHEARWALL CONNECTIONS: l'ype II exterior shearwalls shall meet the requftemects of table 3.15a-b times the appropriate length adjustment factors in tabta 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: A owob e sidewall lengths provided in table 3.14 shall be per~nitted to be Increased when interior shearwalls are used. Sheathing and connections shall be in accordance with 2.4,4.2 and 2.2.4 respectively, 8), CONNECTIONS AROUND EXTERIOR WALL OPENING8~: Header and/or girder connections shaft be attached with upiitt: connections ~n accordance with table 3.5, Window sill p~atss shaft be have steel connectctrs in accordance with table DECK AND COVERED PORCH NOTES: . Unless otherwise noted, all framing metarla~ to be #1 ACQ pressure treated lumber. ~, hangers and anchors to be galvlnlzed or stainless steel. · Girders for deck joists to be bolted to each post with washers and nuts. concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" die x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a 12"x12"x12" thlck concrete footing. Use a minimum 1/2" die x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ff. ~elow grade. Porches with covered roofs shatl have 12" dia, cc,,aerate piers for the girders. at 8'0 c.c., 3). A minimum of f0 inch flashing shall be Installed between thee building and tadger. .edger to be fastened to building with 1/2" dia. brats wtih washers and nuts ~here needed, Concrete piers shall be a minimum 6" above grade. All Joists to be supported with hangers and anchom, Each .J Joist shall also be anchored girder(s). Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES 1}, All water supply, drainage and roofing ta be installed as per~ N.Y.S. Residential Construction Code, 2), Verify septic system with the Engineer for Suffolk County Health Department approval, I), If wall studs, plates or Joists are cut out during installation for any plumbing related work, )rovide adequate bracing and plates ta protect and secure the structure. Verify with the itata code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES I. Mechanical subcontractor is responsible for adhear[ng to atl applicable codes and safety 2). HVAC subcontractor is fe fully coordinate all system data and requirements with the equ pmerd supplier. 11 ), AIl bathroom walls fe have 112" thick moisture-resistant sheetrock, Garage walls and 3). HVAC subcontractor ts provide final systam layout drawing and submit ft to the General ceilings and over furnace to have 5t8" thick type-x sheetrock. All other parts of building Contractor and owner for final review and approval. ts have regular 1/2" sheetrock. All walls to be taped and finished. 12), All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier er approved equal, Flat roofs shall be applied with a Fiberglas base sheet with an EPDM !orch down type material over. 3), All sill plates and wood in contact with concrete to be pressure treated· Sill plates to installed with a foam sill gasket and cop-r-tax termite shield or approved equal. ELECTRICAL NOTES: · All electrical to be Installed as per N,Y,S. Residential Construction Code, · All electrical work shall be approved by a qualified Underwriter. , install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 f N.Y.S. Resldenfial Construction Code. ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE CONTRACTOR MUST CHECK ALL DETAILS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES· THBSE DRAWINGS CONFORM TO GENERALLY ACCEPTED BUILDING PRACTICES; HOWEVER STATE AND LOCAL CODES VARY WIDELY, THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. DO NOT SCALE DRAWINGS, USE ONLY THE PRINTED NAILING SCHEDULE ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTERTO 6' WALL: 3-Sd COMMON EACH TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH TOTOP PLATE 10' WALL: 4-Sd COMMON JOIST TOE-NAIL 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 - SgC ENO NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD 2 - 16d COMMON EACH END TO RAFTER END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY, SPACING NOTES TOP PLATE TO .> - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE INTERSECTIONS ~. - 16d COMMON EA, SIDE NAIL STUD TO 24" FACE STUD ;' - 16d COMMON O,C. NAIL HEADER TO t 6" O,C. FAC E HEADER 16d COMMON ~,LONG 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: FLOOR JOIST, BAND JOIS1 2- t6d COMMOh PER FACE NAIL END JOIST OR BLOCKING FOOT 3EE NOTE: t,2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACIN( NOTES PER TOE JOISTTO: 4-8d COMMON JOIST NAIL SILL, TOP PLATE OR GIRDER BRIDGING TO JOIST 2 - 8d COMMON EACH TOE END NAIL BLOCKING EACH TOE TO JOIST 2 - Sd COMMON END NAIL BLOCKING TO: SILL OR TOP PLATE 3- 16d COMMON EACH TOE BLOCK NAIL EACH FACE LEDGERTo BEAMSTRIP 3 - 16d COMMON JOIST NAIL PER TOE JOISTToONBEAMLEDGER 3-8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST ~- 16b COMMON JOIST NAiL BAND JOIST TO: PER TOE NAIL SILL OB TOP PLATE .>- ffd COMMON FOOT SEE NOTE: ' ROOF SHEATHING: CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING 7" O.C. EDGE GYPSUM 5d COOLERS 10" C.C. FIELD WALLBOARD WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL 8d COMMON 'AS PER TABLE 3,~ PANELS WFCM - SBC 7/16" DSS 6d COMMON 3" O.C, EDGE PLYWOOD 6" C.C. FIELD GYPSUM 7" O.C, EDGE WALLBOARD 5d COOLERS 10" O.C, FIELD FLOOR SHEATHING: I NAIL I NAIL I JOINT DESCRIPTION QTY. SPACING STRUCTURAL,, PANELS 6d ~OMMON~ 6",O,C. EDGE ) 10RLESS I 112 O'C'FIELDI NOTES: THESE NOTES ARE ONLY TO SE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY· 1). Nailing requirements are based on well sheathing nailed 6" on-cooler at the panel edge, If wall sheathing Is nailed 3" on. centar at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or aftemats connectors, such as shear plates, shall be used fe maintain Icad path. 2). When wall sheathing Is continuous over connected members,the tabulated number of nails shall be permi6ed to be reduced to1 - 16d nail per foot. PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESiDENTiAL BUILDING USE RESIDENTIAL DWELLING BUILDING HEIGHT (SEE PLANS) rOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) DESIGN CRITERIA PRESCRIPTIVE A~ PER N,Y.S. RESIDENTIAL CONSTRUCTION CODE AND 1995 SSC HiGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLO(OR PLANS, CROSS SECTION AND GENERAL NOTES EXT. BALCONIEiS 60 DECKS 40 ATTICS w/o STOIRAGE 10 ATTICS w/STOR~,G E 20 DESIGN LOAD CALCULATIGNS (LIVE LOADS PSF) ROOF (GROUN~ SNOW LOAD) 45 ROOMS (OTHER~ THAN SLEEPING) 40 ROOMS (SLEEPIJNG) 30 STAIRS 40 GAURDRAILS/A~NY DIRECTION) 200 EXPOSURE CATAGORY C LOAD PATH SEE (CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS S~E FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION Sym,; ISMOKE & Co DETECTORS) ~ SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK 3.6 RELEASE la CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUNDI WIND I SEISMIC I FROSTI I IWlNTERI CESNIELD I NAZARDs SNOW SPEED DESIGN IWEATHERINGI LINE I TERMITE DECAY IDESIGNIUNDERLAYMENT FLOOD LOAD <MPH DATEOORY DEPTRI I TEMP, I REOUIRED I 46 LBS 120 B SEt/~c~,~= .~ ~.~ I~ODERATE SL GRT TO ,, · - ........ TO HEAVY MODERATE ] ~ NONE - ROOF SHEATHING RE(; UIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING IN ~.IL SPACI~IG AT INTEl[MEDIATE , AT PANEL EDGES E UPPORTE IN THE PAt EL FIELD 4 PERIMETER EDGE ZONE :~ COMMON @ 6" C.C. 8d CO VIMON @ 6" D,C. INTERIOR ZONE ~ COMMON @ 6" O,C. 8d COl tMON @ 12' O,C. 8~ ~ABLE ENDWALL RAKE AND RAKE q RUSS J COMMON @ 4" O.C 6d CO AMON@4" 9.C. NOTE S 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, incloding 4 feet on each side of the roof peak the 4 foot perimeter edge zone attachments required shall be used. SHEATHING LOCATION NAiL SPACING INAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 6" O,C. SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON @ 6" O,C. 8d COMMON @ t 2" O,C. SEE NOTES: 1 ( BOTH FIELD~ NOTE: 2 FOR PANEL FIELD -~ABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C 6d COMMON @ 4" C.C. SEE NOTES: 1,3 2), Tabulated 12 inch o,c. nail spacing assumes sheathing attac~hed to rafter / truss framing membem with G>0.49 For framing members with <0.42<G<0.49, the nail spacing shaft be reduced to 9 inches C.C. 3). Tabulated 4 inch o.c, nail spacing assumes sheathing to ratter / 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 o,c, , WALL SHEATHING REQUIREMENTS FOR WIND LOADS. SHEATHING LOCATION NAIL SPACING I NAIL SPACING AT INTERMEDIATEI MOTES J I AT PANEL EDGES j SUPPORTS IN THE PANEL FIELD / · ,, SEE NOTES' 1, 3 BOTH FIELDS) 4'EDGEZONE 8dCOMMON@60.C. 8dCOMMON~ 12 C.C. / INTERIOR ZONE 18d COMMON @ 6" O.C.I fid COMMON @ 12" O.C· / SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO ~F MENTIONED IN SCHEDULE NOTES ONLY. 1 ), For wall sheathing within 4 feet of the corners, the 4 foot e~ge zone attachment requirements shal~ be used, 2). Tabulated 12 inch o.c, nail spacing assumes sheathing a6mched to stud framing members with G>0.49. For framing members with 5,42<G<, the nail spaclngss shaft be mducod to 6 inshes o,c, 3). For exterior panel siding, galvlnized box nails shall be permi,iffed fe be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TE T TO VERIFY EXISTING CONDITIONS. MINIMUM 30010# CAPACITY. 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING ~AT 10'0 MAXIMUM DtSTANCES FOR NON ACCESSIBLE AREAS. 2), USE SIMPSON HANGERS AND ANCHORS WITH Z-MAkX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ, 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE: ALARMS PER FLOOR, Section R602.8 - FIREBLOCKING REQUIRED FIreblocking shall be provided to cut off all concealed draft mpenlngs (both vertical and horizontal) and to form an effective fire barrier between erodes, and bet~veen a top story and the roof space· Fireblocking shall be provided in wood-frame construction in i the following locations, 1), In concealed spaces of stud wafts and partitions, Includin~g furred spaces, at the calling and floor levels. Concealed horizontal furred spaces shall also be firrebJocked at intervals not exceeding 10 feet, Batts or blankets of mineral or glass fiber shall be allmwed as flreblocking in walls constructed using parallel rows of studs or staggered studs. 2). At all Interoonnections between concealed vertical and heodzootal spaces such as occur at soffits, drop ceilings and cove callings, 3). In concealed spaces between stair stringers at the top amd bottom of the run. Enclosed spaces under stairs shall comply with Section R314.8, N.Y.S. ResUdenflal Code, 4). At openings around vents, pipes and ducts at ceiling and' floor level, to resist the free passage of flame and products of combustion. 5). For the fireblooking of chimneys and fireplaces, refer to Siectlon R1001.16, N,Y,S. Residential Code. r, H DRAWN BY: MH October 12, 2008 SCALE: 1/4" = SHEET NO: ]4" WINDOW SILL 24"0C WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609,1,4, N.Y.S. RES, CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IM[PACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM IFHICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHAkLL 8E PRECUT TO COVER GLAZED OPENINGS WITH A'I-FACHMENT HARDWARE PROVIDED. (REFER TO SECTION 16l]9.1.4, 1609.6.5 AND TABLE 1609,1.4 OF N,Y.~, RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES W~HERE APPLICABLE. STORM WATER MANAGEMENT DETAILS N.T.S. DRY WELLS TO BE 10' MIN. AWAY FROM HOUSE DRY WELLS: TOTAL ROOF AREA: 3530.6 SQ. FT. AT 100% WATER RUNOFF: 589.6, % PROVIDE: (3) 8' DIA. X 4' DEEP DRYWELLS [PER CODE] TOTAIL CAPACITY: 676.0 % NOTE:: DRYW/ELL CAPACITY IS DESIGNED TO EXCEED CODE REQUIREMENTS BY 14.6% OG; GU - " NOTES: 3~ ROOFVENT 1/4 1 114 M H e~ se ~s co phone: (631) 298-2250 e-mall: michael@ mchdeslgnservlces,co~ DRAWN BY: MH October 12, 2008 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUITERS MUST BE MARKED FOR WHAT OPENIING IT IS TO COVER. ~ HARDWARE MUST ACCOMPANY SHU'I=rERS FOR INSTALLATION, SLOPE" 1/4" PER IFOOT PITCH TO DRAIN~s~El ~ --~[~P~CR~'~sETDEM SCALE:1/4"= 1'-0" PLUMBING SCHEMATIC ~l~ NYS ENERGY COMPLIANCE NOTES WINDOWS AND DOORS. WINDOW AND DOOR WITH WOOD TRIM: 1), INSULATE HEADER G), SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS ALONE IS NOT ADEQUATE, WINOOW AND DOOR WITH DRYWALL RETURN: l). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING, 2), DO NOT USE HIGH-EXPANSION ROAM, IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. PLUMBING AND ELECTRICAL: SEALINQ PENETRATIONS: ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST BE SEALED. RECESSED LIGHTS: RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION CONTACT ('%" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1,3. INCLUDE GASKETS ON THE TRIM RINGS OB OTHER COMPONENTS THAT MAY BE SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIBHTNESS. THE AIRT~GHTNESS STANDARD OF 2,0 CFM, (ASTM g 2S3), UNITS WITH A LABEL THAT REFERENCES THIS ASTM STANDARD, NEC OR EC£CNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO BE SATISFIED BY INSTALLING SEALED A~RTIGNT BOXES OVER RECESSED LIGHTS. SERVICE WATER HEATING: IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES REDIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT HEAT LOSS, GENERALLY, I/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" IN D~AMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS, TUB/SHOWER UNITS ON EXTERIOR WALLS: PROVIOE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. HEATING. VENTILATION AND AIR-CONDITIONING (NVAC) NEAT LOSS CALCULATIONS AND SYSTEM SIZING: HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS §OS.S.I. HVAC SYSTEM EFFICIENCIES: THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN ECCCNYS 50&2, NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL MINIMUM EFFICIENCY STANDARDS, HVAC CONTROLS: CONTROLS MUST BE IN ACCORDANCE Wri'H ECCCNYSS03.3,2 AND SO&3.S, TEMPERATURE CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER (FOR HEATING) AND/OR SS DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANBE (DF AT LEAST S DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THD CAPACITY TO PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND GO% RELATIVE HUMIDITY, HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR TEMPERATURE. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED, DUCTS AND PIPES: DUET AND PIPE INSULATION TS REQUIRED FOR ALL HVAC DUCTWORK ANO PIPES IN UNCONDTr[ONED SPACES, AS INDICATED IN ECCCNYS §OS,S.3, FLEX DUCT MUST HAVE R-VALUE LABELS ON THE OUTSIDE ~AEKET (ECCCNYS 102.S.3)~ DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE THE INSULATED ENVELOPE OF THE HOUSE, IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. DUCT SEAL'NB: DUCT SEAl'NB IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS S03,3A), ALL PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWOSK MUST ALSO BE SEALED, ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. TAPES MEETING UL lSIA MAY SE USED FOR RIGID FIBER DUCTS. TAPES MEETTNG UL 1 SIS MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT SEALING, WRITTEN MATERZ~LS: WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST GE LEFT WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE TO SUCH MATERIAL IS ALSO ACCEPTABLE. REDUCED MOISTURE; EVERY BATHROOM IS TO NAVE A FAN THAT EXHAUSTS TO OUTDOORS, G,C. TO CONFIRM THAT THE FAN ACTUALLY WORMS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE, KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY IF THERE IS A GAS RANGE. VENTILATION: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL VENTILATION RATES, KITCHEN EXHAUST RAN5 SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 50 CFM INTERMIITENT OR 20 CPM CONTINUOUS. FOUNDATIONh CRAWL SPACE: THE FLOOR OVER N VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE INSULATED TO THE: SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, ACCORDING TD THE: COMPLIANCE ANALYSIS, UNCONDITIONED BASEMENTS: 1), INSULATE THE FLOOR ABOVE TEE BASEMENT, REFER TO PLANS FOR REQUIRED R-VALUE. 2), INSULATE THE ~TAIRWELL BETWGEN THE BASEMENT AND CONDITIONED FIRST FLOOR, 3), iNSULATE HEAT]ING PIPES AND AIR DUCTS IN THE BASEMENT, +}. SEAL DUCTS IN BASEMENT. S). SEAL AIR LEAKSi IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, SUCH AS WIRIN~ AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE BASEMENT DOOIR, FRAMING: SEALING BAND JOI!STS DURING CONSTRUCTION: 1), CAULK EXTERIO~R SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. 2). APPLY ADNESIVIE TO TOP OF BAND JOIST AND L~Y SURFLOOR OVER, S). CAULK SILL plaTE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. 4). CAULK OR USE ~DHESIVE BETWEEN DRYWALL AND TOE PLATE. SEALING BAND ZOI~STS AFTER FRAMING (ALTERNATE METHOD)'. l). INSERT RIGID F(OAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG EXTERIOR PERI~IETER, AMD FLUSH WITH SILL PLATE. 2). CAULK ALL FOULS SIDES OF FOAM BLOCKS AND 3'OISTS UNDER FLOOR JOISTS. IST. FLOOR DECK; l), FULL INSULATE, ZOIST CAVITIES. 2), INSULATION TO BE SUPPORTED WITH WIRE RODS, EXTERIOR OPENINGi READERS: SANDWICH RIGID Ih~SULATION BETWEEN HEADER COMPONENTS IF HEADER MATER~,L IS THINI~ER THAN WALL CAVITY. LADDER BLOCKING FOR INTERIOR PARTITION WALLS: 1). PROVIDE HORZZIONTAL BLOCKING AT 4S" O,C, AND AS NEEDED FOR NAILERS, 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 3). PROVIDE A NAILER ON THE TOP OF THE BO1TOM PLATE FOR BASEBOARD TRIM, 4), TOENAil INTSR~OR PARTITION STUD TO TOP AND BOTTOM PLATES. CAVITY SEALING ON EXTERIOR WALL: SEAL ALL EDGES TO MAKE AiR BARRIER CONTINUOUS, EXTERIOR CANTILEVER FLOOR WITH INTERIOR ~R SEALING: 1), SEAL ALL PENETRATIONS THROUGH THE RLOCKINB AND THE SUBFLOOR, 2), SEAL SOFFIT ANID BAND 3'OIST WELL ENOUGH TO PREVENT WINDWASHING, S), SEAL SUBFLOOF~ JOISTS WITH ADHESIVE, 4), SEAL INTERSECTION BETWEEN ZOISTS AND WALL WITH SOLID BLOCKING. THE BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. ATTACHED GARAGE: I}, IF LIVING SEAC[ ABOVE, SEAL ALL SUBFLOOR PGNETRATIONS ABOVE GARAGE INSULATION: FULL LOFT: INSULATION SHOULD BE FLUFFED TO [TS FULL THICKNESS, NOT COMPRESSED, AND NOT ROUNDED OR SCALLOPED AT EDGES, FILL THE CAVITY; INSULATION SHOULD BE SNUB IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING AND DRYWALL. IN GELLING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS, CUT AROUND OBSTACLES: INSULATION SHOULD BG SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND ELECTRICAL BOXES, LARGER PIPES AND OTHER ORSTACLES; AND SPLIT OVER CROSS BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FU. DOCUMENTATION OF R-VALUES: FACED OR UNFADED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR, ACCESS OPENINGS: ATTIC HATCHES, 5CIUTTLE5, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE SAME R-VALUE AS THE SURROUNDING AREA. CATHEDRAL CEL~NG5: l). PROVIDE I" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING, 2). PROVIDE BLOCKING BETWEEN RAFTER5 OVER WALL PLATE. REScheck Software Version 410 Co,mpliance C,ertificate Y, qr W M C H c ' se s co phone', (631) 298-2250 mlchad@ mchdesignservlce~.com DRAWN BY: MH October 12, 2008 SCALE: 1/4" = 1'-0" SHEET NO: JOIST DETAILS joist bearing et ends ®e Top ®e ®® INTERMEDIATE EEARING NO LOAD BEARING WALL ABOVE ®e WEB STIFFENER ATTACHMENT Mini BEAM and COLUMN DETAILS BEARING FOR DOOR OR BEARING AT WALL WINDOW HEADER BEAM TO BEAM CONNECTION BEARING AT COLUMN CONNECTION OF MULTIPLE PIECES OF TOP.LOADED~I SEAMS ® ® FASTENING of FLOOR PANELS FILLER and BACKER BLOCK SIZES INSTALLATION TIPS BEARING AT CONCRETE WALL ELEVATED COLUMN BASE This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. Mil ALLOWABLE HOLES. TJI Joists rabls A - End Support (631) 298-2250 e-ma,: mlchael@mchdeslgnservlces.com able B - Intermediate or Cantilever Support ROUND HOLE SIZE HOLE SIZE a~LLOWABLE HOLES - Beams and Headers Rim to TJI dol.t BEAM A'FrACHMENT at BEARING WARNING BMclnE Includu: DRAWN BY: MH October 12, 2008 SCALE: 1/4" = 1'-0" SHEET NO: RIDGE / I · HEADER ' ' LEDGER BATHTUB SIDEWALL~ JACK STUDS RAFTER DOUBLE JOIST -'LOOR LISp NUMBER 3ESCRIPTION APPLICATION 1 ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO I SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION .OCATION LISP NUMBEF DESCRIPTION APPLICATION RAFTER SIZE JSP NUMSEF DESCRIPTION APPLICATION HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 ANCHOR PLATES OF 1 ST. FLOOR· CONNECT THROUGH kLL OPENINGS LSTA12 1-1/4"xl 2" 20ga, STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 26ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga, SLOPE HANGER APPLY TO EACH RAFTER / LEDGEIR JOIST DIRECTION WITH (2) JOISTS, UNDER WALL, THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH (~RIPPLE STUB 2X10 LB210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGEIR FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC VENTS SELECTED AND CATED BY CONTRACTOR METAL STRAP ,,~ ~CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD O CHIMNEY S REQUIRED RAFTER SILL PLATE(S) ~ ~ , ' WALL SHEATHING R[~FTEF~MAINTAIN ,, ~ i ,, ~ i ,, ~ i '' ~ ~ '' ~ ~ '' ~' ; SIDEWALL FLASHING '\ /~'~ VENTILATION WOOD JOIST-- FOUNDATION 'O ' "'; '' ; '' ''" ~ / ~ FINISHWALLANDMOISTURE TOPPLATE _ BLOCKING STAPPING TO SE ATTACHED TO WALL STUDS ~48"OC BARRIER TO LAP FLASHING -~ = ~: ~; ~' ~"~ -- 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS ~ J ~ >~'/ BE~NEEN WA,LL FINISH AND MINIMUM NET FREE VENTILATING AREA _ 8CIA FLOOR JOIST DEPTH JSP NUMBER DESCRIPTION APPLICATION / / ~ ~ >.~.~ ROOFING TO AVOID SOAKING WALL STUD O NOT LESS THAN 1/150 OF THE AREA OF GUTTER ,NSTAL.'O'O.O, ' ~ THE SPACE VENTILATED. ALL OPENINGS '=~ ONTIN WOOD GIRDER 4" - 8" LSTA24 I-1/4"x24" 20ga. STRAPAND JACK STUDS ~ / / SHALL BE COVERED WITH CORROSION- . N D VE[NT ON ALL OPENINGS ~. / PROVIDE HEMIMED EDGE AT RESISTANT METAL MESH WITH MESH OFFlT / EXT. PLYWOOD .~OFFITED E,~VE 8" - 14" LSTA30 d-1/4"x30" 1Sga. STRAP AND JACK STUDS~ ~-"~ .X/~ j~_' ~ AND SO AS TO MAINTAIN AIR CONNECT TO DN ALL OPENING~ ~ ~ -~ ~"-, .~., "~---'---~'---' GAP TO PREVENT CAPILLARY 4" ~ 6" RAFTER RTl 0 10-3/4" x 18ga. TYDOWN ANCHOF EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL4'0"O.C. ~ ~ ////~,~_~,"~ ACTION CONNECTTO ROOF YENTILATION / OVERBEARINGWALLSANDHEADERS 14"- 16" LSTA36 1-1/4"x36" 18ga. STRAp AND JACK STUDS~ ./~. / ,. ,~., Y'- 12" RAFTER RT20 21-1/8"x 20ga. TYDOWN ANCHO~ EACH RAFTER ~OFFITE~ E~V'E DETAIl I it BASE FLASHING WRAP S CORNERS RAFTER 0 RIDGE CAP Of SAME EXTENDS UNDER SHINIGLES AT MATERIAL AS ROOFING INCHES AND LAPS NAILED TO SHEATHtNG SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT I I' ~i TOP PLATE · I ; ,51DE LU ,LL FL,,5,SNINO G,RD D --e 1ST. FLOOR WALL STAPPIND TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS ~ET~L FLASHING AT ALL EAYES, SIDEUJALL~, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RA~ES -- PROVIDE HEMMED EDGES BO , /- I ~, ~ ANCHOR BOLT CONNECTION USEWITH3x3SQUAREWASHERS SIDESANDTOP I/2" GROUT /, , . ~ ~.. ^ :~ (USPLBPS58ORBP583) ~ ~ ~':: .,,~'~l~rO~-- FOUNDATION §/6" DIA. ANCHOR BOLT ....' I ,' '~ ," STEEL (CRAWL SPACE or FOUNDATION) I STORY 72II CC TYPICAL CONC. FOUNDATION· APPLY PILASTERS BILL PLATE TO FOUNDATION TYPIC~,L ~E~,P'I DET~,IL WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC FTC. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36" CC 5TEE/ / ~OTTOhl BEAf~IN~ (SLAB-ON-GRADE) 1-2 STORIES 57"OC ~{~O~= J~,C.K$ ~ YENT5 DETAIL II/Ill , SUBRLOOR CONO. SLAB -DOC. FRAME ,, B×610/ 6 WWM ' 0 JO,BT COMPA;T FILL ~ '~"~ 4" · .11 FOR SLOCKOUT -~ STEEL BEAM · ' ' ' ' ' ' ' I/2"AIRSP~CE ",~'~ ~ ' ~. I ~b' <~ ~' ~ NOTCHJOISTANDADJUSTHEIGHT MIN. ~ %/~' ~ 0 SUBFLOOR 11~ ~ '~ ~ '~--REINFORCING BAR NOTCHEQUALS I/4DEPTHOFBEAM ~~ ~ ~>' ~,~' ' ~ .>~ ~ ¢, ~ ~ ~ SHEET METAL / 30~ FELT UNDER BEAM AT POINT T - ~ ~ REINFORCING IBAR ~' i ~ ~ ~ 12" "~'' OF CONTACT WITH CONCRETE OR CONC. BLOCK ~~F ~ STEEL BEAM TYPICAL CONC. MONOLITHIC FOUNDATION, REINFORCE WITH (2) ~1 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS.. SHIMS TO LEVEL BEAM ~_~ X~.~ m PLATE (BOLTED TO g~ ~ REINFORCE FOOTING WITH (2) fl4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM ~E DOOR BLOCK, OUT ~EA'ff'l F~OCK, ET ~e co phone: (631) 298-2250 michael@mchdeslgnservlces.com FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" C.C. 4" - 8" LSTA36 1-1/4'x36" ~Sga, STRAP AND JACK STUDS ON ALL OPENINGS INSTALL 4'0" C.C. 8"- 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS ON ALL OPENINGS FOUNDATION 5/8" DIA. ANCHOR BOLT ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION I STORY 72" CC (CRAWL SPACE OR FOUNDATION) SILL PLATE TO FOUNDATION 2 STORIES 36" CC (CRAWL SPACE OR FOUNDATION) WALL BOTFOM PLATE TO FOUNDATION 1-2 STORIES 57" CC (SLAB-ON-GRADE) DRAWN BY: Mh October 12, 2008 SCALE: = 1'-0" NO: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOUJING OR APPROVED USP METAL C. ONNECTOR5 FOR PROPER WINE> RESISTANT CONSTRUCTION, FOLLOLU MANUFACTL~RE'5 RECOMMENDED INSTALLATION INSTRUCTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD C,X,PACIT¥. H" DIA, MAX[MUM LEDGER HANDRAILS / BALUSTERg 1-1/2" SPACE MINIMUM RIDGE-TO-RAFTER CONNECTION HANDRAIL CONNECTION 4" D~A. MAXIMUM ~ ~- ~ECK/PORC, N R[AILIN~ CEILING JOIST TO BLDG. CONNECTION LOCAT]ON USP NUMBER ,D,.ES,C,,EIPTION APPLICATiON RAFTER TOP pLATE WALL STUD RAFTER TO PLATE/STUD CONNECTION USP NUMBER DESCRIPTION APPLICATION RTIO 10-3/4" X legs, TYDOWN ANCHOP CONNECT TO GIRDER/HEADER SPLICED JOISTS OVER HEADER/GIRDER ,OIgTTo"O I %C;HEADERlUSPR U BBRITY O W AN%O:ORICONNEP T O C IOI4 RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG, USING 1/2" DIA, BOLTS 1~16"0C WITH WASHERS RAFTER .~ZE UEP NUMBER DESCRIPTION APPLicATION 2x6-2xB L~26 18ga, SLOPE HANGER ~,PPLY TO EACH RAFTER / LEDGER TOP PLATE WALL STUD RAFTER RAFTER TO PLATE/STUD CONNECTION pLA~S TO EACH STUD GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION PBS66 / PBSE66 / KC66 POSTCAPANCHOR 6x6 SOL~D COLUMN APPLICATION APPLY TO EACH COLUMN APPLY TO EACH COLUMN APPLY TO EACH COLUMN HOLLOW COLUMN SIMPSON STRR1/2 H,C, ANCHOR WOOD JOIST GIRDER/HEADER WOOD JOIST LEDGER TO BE CONNECTED TO BLDG. USING 1/2 DIA. BOLTS @16 DC WITH WA~HER~ FLOOR FRAMING BLOCKING FOR LAG BOLTS FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN, PIECE OF S~DING BELOW L~/WASHERS CONNECTED TO BLDD, @16 DG 2xIOISTS DECK/PORCH LEDGER CONNECTION FLUSH JOISTS WITH HEADER/GIRDER ALL 3DIETS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE~ SST FIR 3gISTS APROX, 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOE EHEINEAGE. WOOD JOIST BLOCKING WOOD GIRDER SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND USE WITH RTIO TYDOWN ANCHORS ROD FOR STU DOUBLE2x (MINIMUM) FOR HEADER OR BEAM ~RING PLATE II MINIMUM ~ ,-- END DISTANCE HOLLOW COLUMN UPLIFT SIMPSON STRONG TiE MODEL STRR1/2 INSTALL AB PER MANUFACTURE S REUOMENDATIONS KING STUDS CRIPPLE STUD HEADER JACK STUDS HEADER-TO-POST/STUD CONNECTION LOCATiON USP NUHBER ~ES,C. EIPTION APPLICATiON i LSTA12 1-1/4 ~x~.2 20ga. STRAP APPLY TO EACH JACK STUD RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD ALLOPENiNGE ALL OPENING~ POST- RIM/DECK JOIST-~ POST-TO-DECK CONNECTION USE MIN, (2) 1/2" DIA. GALV, BOLTS WITH WASHERS AND NUTS GIRDER/HEADEF POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN. (2) 1/2" DIA, GALV, BOLTS W1TH WASHERS AND NUTS GIRDER CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION LOCATION USP NUMBER DESCP~FTION (2) BEAMS PAU44' OR WEH~. FOST/BEAM ANCHOR 3) BEAMS ~AUB6 OR WE66 POST/BEAM ANCHOR APPLICATION APPLY TO EACH PIER APPLY TO EACH PIER POST CONCRETE FOOTING DECK POST FTG. CONNECTION LOCATiON USP NUMBER J DESCRIPTION APPLICATION 4X4 POST PAUHZ~ OR WEdHIPOST / BEAM ANCHO~ APPLY TO EACH FOOTiNG 6X6POST PAU66ORWE66POET/BEAM ANCHO APPLYTOEACHFOOTiNG CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIG.N UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH MODERATE SL GHTTO TEMP REQUIRED HAZARDS 14BLSS'I t20I B I SEVERE I BFT' ITOHEAVY IMODBRATEI 111 NONE [ ' I DECK AND COVERED PORCH NOTES: 1 ). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. MI fasteners, hangars and anchors ~o be galvfslzed or stemless steel ~) Girders for deck joists to be bolted or anchored to each post or p e w h washers and nuts ~l~dars on concrete piers shall be a~chored with proper steel conneclors anchored nts concrete with a minimum 1/2" dis x 7" long anchor bolt with washers and nuts. t), Posts supporting girders shall be anchored to a minimum 24"x24"xl 2" thick concrete footing, Use a minimum 1/2" dfa x 7" long anchor bolt with washers and nuts, Foohngs Shall 3e 3 R. below grade. t). Deck joltss to have blocking at 8'0 o.c.. 5), Plashing shall be metalled between the building and fadger, Lapping up the sheathing and ovsr the ledger. Ledgsr to be fastened to building with 1/2" dia. bogs with washers lnd nuts at tS" o.~. t), Concrete plem shall be a minimum 6" above grade. ~). All joists ts be supported wflh hangers and anchors. Each Joist shall also be anchored o girder(s). I, Covered Roofs shall be assembled and anchored the same manner as a ~7pical building. ~. Afl metal connechons and fasteners In direct contact with ACQ shall have the proper 'etecEve coating from the manufacture. NAILING SCHEDULE ROOF SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY, SPACING NOTES STRUCTURALPANEL 8dASwFcM.SBc.PER TABLE 3 8 ROOF FRAMING: JOINT DESCRIPTIOh NAIL NAIL QTY SPACING NOTES RAFTER TO I B' WALL: 3~8d COMMON EACH TOP PLATE 10' WALL: 4-Sd COMMON RAFTER TOE-NAIL CEILING JOIST 8' WALL: 3-Sd COMMON EACH TO TOP PLATE 10'WALL:4-Bd COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SEC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SEC LAP NAIL COLLAR TIE AS PER TABLE 3,4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON ENO NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY, SPACING NOTES TOP PLATE TO PER TOP PLATE 2 - ted COMMON FACE NAIL FOOT TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMOh EA. 81DE NAIL STUD TO 24" FACE STUD 2 - lsd COMMOh O,C. NAIL HEADER TO 16" O,C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMOh PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMO& PER 2x6 STUD NAIL BOTTOM PLATE TO: =LOOR JOIST, BAND JOIG1 2 - 16d COMMOh PER END JOIST OR BLOCKING FOOT FACE NAIL DECK FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACINE NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDEF 4- 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL EACH TOE BLOCKING TO: ~- 16d COMMON BLOCK NAIL SILL OR TOP PLATE LEDGER STRIP TO BEAM J- 16d DOMMOh EACH FACE JOIST NAIL PER TOE JOISTToQNBEAMLEDGER 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3- IBd COMMON JOIST NAIL BAND JOIST TO: PER SILL OR TOP PLATE 2 - 1Bd COMMON TOE NAIL FOOT C H c ~e ~es c phone: (631) 298-2250 mlchael@mchdeslgnservl~es,co~ DRAWN BY: MH October 12, 2008 SCALE: 1/4" = 1'-0" SHEET NO: GENERAL NOTES CONSTRUCTION NOTES: · The information within this set of construction documents is related to basic design details, They are Intended as a construction aid, not a substitute for 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 pmceduras to ensure a professionally finished, structurally sound and a weatherproof completed product, 2). The General Contractor is responsible for ensuring that all work and construction meats curran federal, eta e, county and local codes, ordinances and regula ions, e c. 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. , Dimensions shall take for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety programs in connection with the work, There are no warranties for a plied in the use of these plans, · Refer to the Window and Door schedule for exterior openings, . The General Contractor is to ensure that masonry or prefabractsd fireplaces meets exceeds manufscture's specifications and applicable codes, . The General Contractor is to consult with the owner for all built-in items ~, shelving, pantry, closets, trims, etc. , Wind Icad requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, delalls and notes to 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 be[ween concrete slabs and abutting concrete or masonry walls oceurlng In exterior or unheated interior areas, 4). Any new concrete walls being affached to existing concrete structure shall be Installed with ~ re-bar, 18" long at t 2" o.c,. Use approved epoxy for installation, ;), Unless otherwise noted, all slabs on grade to be 2500 p.s.L, Concrete to be ~eured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing, Interior slabs 3 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 8xl 6 cast iron foundafion vent for every 150 sq, ff. of area. 7). Dampproof extefior of foundation with bituminous coating as per section R406 of N.Y,S, Restdential Construction Code, A 6-mil polyethylene film shall be applied over the below grade portion of exterior walls prior to backfilling, . Drainage as per section R405 of N.Y,S. Residential Construction Code. FRAMING NOTES 1). All framing techniques and methods as prescrlpflve design of 1995 SBC High Wind Ediflcn Wood Framing Construction Manual, 2), Unless otherwise noted, all framing and structural wood matarlal to be #2 + BTR. Douglas Fir. 3). Floors, walls, ceilings and ratters to be spaced at 16 inches c.c. unless noted otherwise. 4. Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + STR, Doug, Fir, Searing wall headers to have (2) jack studs and 2 fu ength studs on each s de of a openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Searing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvlnlzed hangers and anchors where applicable to all connecting joists, B). 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 Icad capacity unless noted on plans. 7), Provide blocking/bridging tn floor Joists at 8'0 o.c.. Use solid blocking In floor joists under all bearing walls, ~). Provide insulation baffles at save vents between ratters. Install dratt blocking as weeded. ;)). Unless otherwise noted, all roofs and walls to have a minimum 1/2 thick, 4-ply Fir 3DX exterior sheathing grads plywood. Plywood to cover over plates and headers. 10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantsch plywood subfloer ~dherad with PL400 adhesive and screwed to floor joists, Finished floor to be installed >var subfloor as per manufactura's instructions. 11 ), All bathroom walls to have 1/2" thick moisture.resistant sheetrock, Garage walls and :oilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building o have regular 1/2" sheetrock. All walls to be taped and finished. 12). Ail roof with a pitch less than 4:12 shall be installed with an ice & Water barrier or ~pproved equal Fiat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over, 13). 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-lex termite shield or approved equal. WIND FRAMING NOTES . RIDGE-TO-RAFTER ASSEMBLY: gauge strap shall be attached to each pair of rafters in accordance to table 3.4. leu of a ridge strap, the number icl 10d common nails required n each end of the collar tie need not exceed the tabulated number of 8d nails in the strap, RAFTER-TO-WALL ASSEMBLY: and shear wall connections for rafter, ceiling or truss to top plate shall be In ~ccordance to table 3.3, When a rafter or truss do not fall in Iline with studs below, rafters or trusses shall be attached to the wall top plate and the walll top plats snail be attached to the to the wall stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections In accordance wfi~3 table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attadhed with uplitt connections in accordance with table 3,3b. When wall studs above do not fsdl In line with studs below, the studs shall be attached to a common member in the floor assembly with upli~ connectors in accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plats, or bottom plate with uplift connectors. Steel straps shall have a minimum smbsdment (of 7 inches In concrete foundation and slab-on-grade, 15 Inches in masonry block fo~undations, or lapped under the plate and nailed in accordance with table 3.3b. When eta,el straps are lapped under the bottom plate, 3 inch square washes shall be used with the anlchor bolts. Anchor bolt spacing is to be spaced and sized In accordance to table 3.2~a. In add filch to spacing, anchor bolts are to ba spaced between 6-12 inches from the end cfa sill plate and all 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls with a minimum of 7/16 Inch wood structural panel on the exterior agached with 8d common nails at 6" o.c, at the panel edges and 12" o,c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d coster nails at 7" c.c. at panel edges and 10" c.c. in the field shaft be in accordance with the length requirements specified in table 3.1 fia-b. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the requirements af labile 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 penmittod to be increased when interior shearwalls are used. Sheathing and connecfions shalll be in accordance with 2.4.4.2 and 2.2.4 respectively, Bi. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shaft be attached with upli~ connections in accordance ~ith table 3.5. Window sill plates shall be have steel connecffl)rs in accordance with table DECK AND COVERED PORCH NOTES: I). Unless otherwise noted, all framing material to be #1 ACO~ pressure t~eated lumber. Ill fasteners, hangers and anchors to be galvlnlzed or stainte',ss steel. Girders FOr deck joists to be bolted FO each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete fooling. Use a minimum 1/2" dia x 7" long anchor bolt with washers aild nuts, Footings Shall be 3 ff. below grade, Porches with covered roofs shaft have 12" dia. eoncrete piers for the girders, 4), Deck joists to have blocking at 8'0 c.c. 5), A minimum of t0 Inch flashing shall be Installed between the building and ledger, Ledger to be fastened to building with 112" dia. bolts with washlers and nuts where needed, 6). Concrete piers shall be a minimum 6" above grade. 7). All Joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). 8). Covered Roofs shall be assembled and anchored the sarn~ m.~,~ne; ~,~ e. typ[c~l bu[Idfflg. PLUMBING NOTES 1), All water supply, drainage and venting to be installed as pe~r N.Y.S. Residential Consb'uctlon Code. 2). Verify septic system with the Engineer for Suffolk County Hleafih Department approval. ~). If wall studs, plates or joists are cut out during installation ~r any plumbing related work, ~rovlde adequate bracing and plates to protect and secure th~ structure. Verify with the ~tata code and manufacture's recommendation for maximum lhole size and spacing permitted. HVAC SYSTEM NOTES ,. Mechanical subcontractor Is responsible for adhearing to alii applicable codes and safety Jirements. 2). HVAC subcontractor is to fully coordinate all system data amd requirements with the equ pment supplier. 3). HVAC subcontractor to provide final system layout drawlngt and submit it to the General Contractor and owner for final review and approval, ELECTRICAL NOTES: · All electrical to be Installed as per N.Y.S. Residential Consttrucfion Code, electrical work shaft be approved by a qualified Underwrrlter. 3). Install Smoke detectors and Carbon Monoxide detectors thtroughout as per section R317 of N.Y.S, Residential Construction Code, ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE CONTRACTC~R MUST CHECK ALL DETAILS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES. THESE DRAWINGIS CONFORM TO GENERALLY ACCEPTED BUILDING PRACTICES; HOWEVER STATE AND LOCAL CODES VARY WIDELY, THE DESIGNER SHALL NOT BE HELD LIABLE[ FOR ANY ERRORS, ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. DO NOT SCALE DRAWINGS, USE ONLY THE PRIh~ITED NAILING SCHEDULE ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. gPACING NOTES RAFTER TO fi' WALL: 3-8d COMMON EACH TOP PLATE 10' WALL: 4-8d COMMON RAFTER rOE-NAIL CEILING JOIST 8' WALL: 3-Sd COMMON EACH TOTOP PLATE 10' WALL: 4-Bd COMMO5 JOIST FOE-NAIL 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 EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO 2 - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: '1 TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMON fA, SIDE NAIL STUD TO 2 - 16d COMMON 24" FACE STUD O,C. NAIL HEADER TO 16" D.C. FACE HEADER 16d COMMON ~,LONG 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: FLOOR JOIST, BAND JOIST 2- 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENTIAL DWELLING BUILDING HEIGHT (SEE PLANS) TOTAL SQ. FT, OF CONSTRUCTION (SEE PLANS) DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 1995 BBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 60 DECKS 40 ATTICS wfo STORAGE 10 ATTICS w/STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY C LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS S;EE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION Sym.: (SMOKE & Co DETECTORS) I~ SEE FLOOR PLANS TRUSS DESIGN I N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONSI RESCHECK 3.6 RELEASE la CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FLOOR FRAMING: GROUND WIND SEISMIC SNOW SPEED DES,GN IFROSTI IW,NTERI 'CESH'E'D I F,OODI WEATHERING1 LINE I TERMITE DECAY DES GN UNDERLAYMENT 45 LBS. 120 B SEVERE 3 FT. IMODERATETo HEAVY MODERATE NONE - JOINT DESCRIPTION NAIL NAiL QTY. SPACIN( NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDEF 4- 8d COMMON JOIST NAiL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL EACH TOE BLOCKING TO: 3- 18d COMMON BLOCK NAIL SILL OR TOP PLATE EACH FACE LEDGERTo BEAMSTRIP 3 - 16d COMMON JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL PER END BANDTo JOIsTJOIST 3 - 16d COMMON JOIST NAiL BAND JOIST TO: PER TOE NAIL SILL OR TOP PLATE 2- 16d COMMON FOOT SEE NOTE: ROOF SHEATHING RE(; UIREMIENTS FOR WIND LOADS: NAIL SPACING h ,IL SPACI ~IG AT INTE tMEDIATE SHEATHING LOCATION AT PANEL EDGES t JPPORT,~ IN THE PAl IEL FIELD 4' PERIMETER EDGE ZONE d COMMON @ 6" D.C. 8d CC VIMON @ 6" O.C, , INTERIOR ZONE ~ COMMON @ 6',', O.C, ~ABLE ENDWALL RAKE AND RAKE' RUSS '~ COMMON (~ 4 D.C. 8d CC VlMON @ 4" O.C~ NOTES THESE NOTES ARE ONLY TO BE REFERRED TO if MENTI~ONED IN SCHEDULE NOTES ONLY. 1 ). For roof shealhing 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 o.c. nail spacing assumes sheathing atta~ched to rafter / truss framing membem with G>0,49, ROOF SHEATHING: For ftamlng members with <0.42<G<0.49, the nail spacing shal~ be raduced to 6 laches o,c. NAIL NAiL JOINT DESCRIPTION IQTY,I SPACING 3). Tabulated 4 Inch o.c. nail spacing assumes sheathing ts rafter / fruss framing members with G>0.49. For WALL SHEATHING REQUIREMENTS FOR WIND LOADS.' ~BC ' framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o,c. CEILING SHEATHING. -, NAIL SPACING NAIL SPACING AT iNTERMEDIATE NAIL NAIL ~HEATHING LOCATION NOTES JOINT DESCRIPTIONI QTY. I SPACING I AT PANEL EDGES t SUPPORTS IN THE PANEL FIELD IsEE N E 'E G ,, . OT S:1,3 BOTH FIELDS GYPSUM I ~n .c 17''O.C.EDGE' 4 D EZONE 18dCOMMON@60.C.I 8dCOMMON@12 O,C, WALLBOARD 15~ ~O"RSI10" O.C. FIELDI INTERIOR ZONE 1Sd COMMON @ 6" O.C,I 8d COMMON WALL SHEATHING: NOTES JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL AS PER TABLE 3.9 PANELS 8d COMMON WFCM - BBC 7/16" OBB 6d COMMON 3" O.C, EDGE PLYWOOD 6" O,C. FIELD GYPSUM 7" O.C, EDGE WALLBOARD 5d COOLERS 10" O,C, FIELD FLOOR SHEATHING: NAIL JOINT DESCRIPTION QTY. 1" OR LESS NAIL SPACING 6" D.C. EDGE STRUCTURAL PANELS 8d COMMON 12" D.C. FIELD NOTES: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT iNTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE lsd COMMON @ 6" D.C. 8d COMMON @ 6" O.C, SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON @ 6" O.C,! 8d COMMON @ 12" D.C. SEE NOTES: 1 ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON ~ 4" D.C. 8d COMMON @ 4~ O.C~ SEE NOTES: 1,3 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 altercate connectors, such as shear plates, shall be used to mfflntsin Icad path. 2). When wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to bs reduced to1 - 16d nail per foot. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1 ). For wall sheathing within 4 feet of the corders, the 4 foot edge zone attachment requirements shall be used, 2). Tabulated 12 inch o.c, nail spacing assumes sheathing afltached to stud framing members with G>0.49. For framing members wflh 0.42<G<, the nail spacings shall be reduced to 6 inches c.c. 3). For exterior panel siding, galvinlzed box nails shall be perrmJttad te be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEIST TO VERIFY EXISTING CONDITIONS. MINIMUM 30100# CAPACITY, 1), PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING~ AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MIAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKIE ALARMS PER FLOOR, Section R602.8 - FIREBLOCKING REQUIRED Flreblocking shall be provided to cut off all concealed draft openings (both vertical and horlzordal) and to form an effective fire barrier between stories, and be~tween a top story and the roof space, Fireblocking shall be provided in wood-flame construction lin the following locations. 1), In concealed spaces of stud walls and partitions, includiing furred spaces, at rne ceiling and floor levels. Concealed horizontal furred spaces shall also be ~reblocked at intervals not exceeding 10 feet. Balls or blankets of mineral or glass fiber shall be alllowed as flrablocklng in walls constructed using parallel rows of studs or staggered studs, 2). At all interconnectlons between concealed vertical and ffnorizental spaces such as occur at soffits, drop ceilings and cove ceilings, 3). In concealed spaces between stair stringers at the top alnd bottom of the run. Enclosed spaces under stairs shall comply with Section R314.8, N.Y.S. Ressldenflal Code. 4). At openings around vents, pipes and ducts et ceiling amd floor level, to resist the free passage of flame and products of combustion. 5), For the flrablocklng of chimneys and fireplaces, refer to :Section R1001.16. N.Y,S. Residential Code· phone: (631) 298-2250 e-marl: mlchael@mchdesignse~lces.com DRAWN BY: MH October 12, 2008 SCALE: 1/4" = 1'-0" SHEET NO: