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HomeMy WebLinkAbout36635-ZTown of Southold Annex P.O. Box 1179 54375MainRoad Southold, New York l1971 8/17/2012 CERTIFICATE OF OCCUPANCY No: 35893 Date: 8/17/2012 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 4550 Paradise Point Road, Southold, NY, SCTM #: 473889 Sec/Block/Lot: 81.-3-5 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 7/18/20 l 1 pursuant to which Building Permit No. Lot No. filed in this officed dated 36635 dated 8/17/2011 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: additions and alterations, including covered porches, second floor balconies, unfinished attic and basement, in an existing one family dwelling as applied for. The certificate is issued to Horvath, Robert & Mary Ann (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 6/14/11 R10-11-0006 7/27/12 36635 6/13/i2 pe Plumbing & Heat. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36635 Date: 8/17/2011 Permission is hereby granted to: Horvath, Robert & Mar~LAnn 111 Brompton Road Garden City, NY 11530 To: Additions & Alterations to a Single Family Dwelling; Kitchen, Dining Room, Recreation Room, 6 Bedrooms, 6 Baths, Keeping Room, Foyer, Pantry, Mud Room, Nook, 2 Family Rooms, 2 Laundries, 3 Walk-in Closets, Balcony, 2 Covered Porches, Unfinished Attic & Basement, as applied for. At premises located at: 4550 Paradise Point Road, Southold, NY SCTM # 473889 Sec/Block/Lot # 81.-3-5 Pursuant to application dated To expire on 2115/2013. Fees: 7/1812011 and approved by the Building Inspector. CO - ADDITION TO DWELLING SINGLE FAMILY DWELLING - ADDITION OR ALTERATION Total: $50.00 $3,167.20 $3,217.20 Building Inspector Form No. 6 TOWN OF $OU~HOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF occUPANcy Thisapplieation must be filled h~ by typewriter or ink and subraitted to the Building Department with the following: A. For new building or new use: 1. Final survey °f pr°petty with accurate'location of all buildings, property lines, streets, and unusual natural, or topographic features. 2. Final Approval from Health D~pL of water supply and sewerage_disposal (8_9 form). 3~ Approval of electrical installation from Board 6fFirc Underwriters. 4. 'Sw. orn state, m~nt from pluml~er cextifying that tho solder used in system contains less than 2/10 of 1% lead.. 5. C°m memiat building, indnstrial building, multiple residences and similar buildings and installations, a eertifieate of Code Compliance-from amhitect or engineer responsible for the building= .6. Submit planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) don-conforming useS, or buildings and "Pre-existing" land uses." I. Accurate survey of proPerty showing all property line~,'streets, building and unusmil natumi or topographic features. 2. A properly c~mpleted applicat on and consent to inspect signed by he applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 2. 3. Hew Construction: Location of Property: HOuse No. Certifica!c of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming po01 $50.00, Accessory building $50.00, Additions to accessory building $50 00, Businesses $50 0 CeFtifieate of Occupancy on Pre-existing Building - $100 00 - . 0. Copy of Certificate of Occupancy - Updated Certificate of Occupancy - $50.00 T~mporary Certificate of Occupancy - Residential $15.00:, Commercial $15.00 _ Old or Pre-existing Building:. (check one) Street Hamlet Planning Board Approval: Block Fried Map. Applicant:.. Underwfiter~ Approval: Request for: Temporary Certificate Fe~ Submitted: $ Final Certificate: ~/ (check one) Apphcant S~gnatme Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (63 ! ) 765-1802 Fax (631 ) 765-9502 ro.qe r. dchert~town, so uthold, ny. us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Horvath Address: 4550 Paradise Point Rd City: Southold St: NY Zip: 11971 Building Permit #: 36635 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 2ontractor: DBA: Roslak Electric Inc LicenseNo: 3677-me SITE DETAILS Office Use Only Residential ~] Indoor ~] Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage Service 1 ph Service 3 ph Main Panel Sub Panel Transformer Disconnect Other Equipment: INVENTORY  Hot Water GFCI Recpt NC Condenser Single Recpt A/C Blower Range Recpt Appliances Dryer Recpt 2-15~ Switches Twist Lock Ceiling Fixtures [~ HID Fixtures Wall Fixtures ~ Smoke Detectors Recessed Fixtures ~.~ CO Detectors Fluorescent Fixture ~.~ Pumps Emergency Fixtures~ Time Clocks Exit Fixtures ~ TVSS 300a underground service, 1-transfer switch and generator, 5-exhaust fans 2-ovens, 6-paddle fans, I-GFCl circuit breaker, 6-ARC fault circuit breakers Notes: Inspector Signature: Date: June 13 2012 81-Cert Electrical Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATIO. N Date: Building Permit No. Owner. ~',0 ~ Plumber: (PI, (PIt ;ase print) ',Me print) I Telephone (631) 765-1802 Pax (631) 765-9502 I certify that the sc lead. Sworn to before me thi~ Notary Public, lder used in the water supply system contains less ithan 2/10 o f 1% ,¢ (Pl~tgnature) ~_County PATRICIA ABBATIELLO Public, State ~ New York No. 01AB5067458 ~ in Suffolk County 4 Commlsa/en Expires October 15, 201 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 CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL ~OUGH) [ ] ELECTRICAL ~FINAL) REMARKS: "~/"-~ ~ ~'~ ~ ~ ~' DATE /~;/~/~/// INSPECTOR 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 CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ~-ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPECT JQN [ ] FOUNDATION 1ST [ ~J'ROUGH PLBG. [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ []ELECTRICAL(ROUGH) REMARKS: DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ [ ]~GH PLBG. [/] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO~ PLBG. [ ] FOUNDATION 2ND [ ]/INSULATION [ ] FRAMING/STRAPPING [ ~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ [] ,(ROUGH) [ REMAF ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE ?~ ~OWN OF SOUl'BUiLDiNG DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [~'~ECTRICAL (FINAL) REMARKS: DATE ~ ~ ~~__iNSPECTOR<~~--' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ] FOUNDATION 2ND [ ]~S~ [ ] FRAMING/STRAPPING [/./]~FI~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGI [ ] ELECTRICAL (FINAL) RI: DATE INSPECTOR //~~~~ CHARLES M. THOMAS, PD Box B?? dAME:SPORT, NY 1 194'7 (&.~ ~) 7~7-7¢¢z J~.A. Town of Southold Building Department Town Hall Southold, New York, 11971 December 20, 2011 Re: 4550 Paradise Point Road, Southold, NY BP# 36635 Dear Chief Building Inspector: This letter shall certify that I have inspected the foundation and strapping and have found them to have been constructed and/or installed in accordance with the approved plans and specifications as well as the New York State Building Code. Please let me know if you have any questions or if you require further information. Very truly yours, Charles M. Thomas, R.A., PLLC cc: Mr. Robert Horvath CMT/dch TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined Approved Disapproved a/c Expiration ~'-~ ] -~ , 20 t ~ PERMIT NO. ~ ~;i~ ~_'~ Building Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mailto: Phone: APPLICATION FOR BUILDING PERMIT Date "'7~ l INSTRUCTIONS ,2011 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suf~blk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as ~rein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing.,cgde, and reg)tla/ions, and to ad,nit authorized inspectors on premises and in building for necessary inspections. /~ / / ./ {'gig' a~tu?e ofgapplicant or name, if a corporation) (Mailing address of applicant) applicant is owner, lessee, agen~ngineer, general contractor, electrician, plumber or builder State whether Name of owner of premises ( s on t e trax roll or latest deed) If applicant %corporation, signature of duly authorized officer (Name and t'~ttt~of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Stre~et County Tax Map No. 1000 Section Subdivision Block t~ ~ Filed Map ~qo. Lot ~) ~ Lot I b. Intended use and occupancy I ~ 3. Nature of work (check which applicable): New Building Repair ~/ Removal Demolition 4. Estimated Cost ~/~'~' Fee State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy [ '~em~ Addition Other Work Alteration (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units~~umber of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ~2~(' Rear ~.~ ~ Depth Height '2/~,~ t Number of Stories ~ Dimensions of same structure with alterations or additions: Front (o ~ ~ Depth ~/ Height Number of Stories 8. Dimensions of entire new construction: Front Height Number of Stories 9. Sizeoflot: Front I Z-~ Rear Rear Rear Depth Depth ~_~ t ~ ~'"O 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated "~ ~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO/~<~ 13. Will lot be re-graded? YES NO ~ Will excess fill be removed from premises? YES__ 14. Names of Owner ofpremisesl~- ~;~A'~t'~ Address Phone No. Name of Architect ~--.[~¢J¢- ,Wl~wA~5 - Address ~¢O~ .O~' ~'77 ,~. Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet ora tidal wetland or a freshwater wetland? *YES X//NO ' * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS/MAY BE REQUIRED. b. Is this property within 300 feet ora tidal wetland? * YES V' 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. 18. Are there any covenants and restrictions with respect to this property? * YES__ · IF YES, PROVIDE A COPY. No STATE OF NEW YORK) COUNTY OF~4q;~s: ~-(,C;:~ '~'~H,'/%-~ bein~ duly sworn, deposes and says that (s)he is the applicant '(~ame of individu~al kigning-c-ontract) above named, (S)He is the ~..~L~ / /~'b~ · ' - (Cofitract~orporate 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. Sworn to before me this f~ ~ ~~t~2;~' "-'-ZPubhc:- ~ r'u ;&,,YNo.FUBLIG,01BO6020932Slate ~i~ew fork Si~atu~e of Apv-licant Oualified in Suffolk Coun~ Term Expires March 8, 20 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7487 DATE: FEBRUARY 16.2011 ISSUED TO: ROBERT HORVATH PROPERTY ADDRESS: 4550 PARADISE POINT RD.~ SOUTHOLD SCTM#81-3-5 AUTHORIZATION pUrSuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 22,2011 in consideration of application fee in the sum of $250.00 paid b~. Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and following: Wetland Permit to construct additions to the existing dwelling, porch addition, for the existing deer fence, with th~on gutters, leaders and drywells are installed contain roof run-off in accordance with Chapter 236-Stormwater Management of the Town Code, and as depicted on the survey prepared by John T. Metzger last revised March 7, 2011. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. Jame~ F. King, President Bob Ghosio Jr., Vice-Pr~ident Dave Bergen John Bredemeyer Michael J. Domino Town Hall, 53095 Main Rd. P.O. Box l 179 Southold, NY 11971 Telephone (631 ) 765-1892 Fax (63 I) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 18,2012 Mr. Charles Thomas P.O. Box 877 damesport, NY 11947 RE: ROBERT HORVATH 4550 PARADISE POINT RD., SOUTHOLD SCTM#81-3-5 Dear Mr. Thomas: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., January 18, 2012: WHEREAS, Charles Thomas on behalf of ROBERT HORVATH applied to the Southold Town Trustees for an Amendment to Wetland Permit #7487 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated December 23, 2011, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the project complies with the standards set forth in Chapter 275 of the Southold Town Code, and, WHEREAS, the Board has determined that the project will not affect the health, safety and general welfare of the people of the town, and, NOW THEREFORE BE IT, 2 RESOLVED, that the Board of Trustees has found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Southold Town Board of Trustees APPROVES the Amendment to Wetland Permit #7487 to include first and second floor additions; replace rotted floor structure on first floor deck; construct new porch; and relocate sanitary system, and as depicted on the survey prepared by John T. Metzger stamped approved on January 20, 2012. This is not a determination from any other agency. Sincerely, JFK:lms James F. King, President Bob Ghosio, Jr., Vice-President Dave Bergen John Bredemeyer Michael J. Domino Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0753C Date May 31, 2012 THIS CERTIFIES that the additions to the existing dwelling, including first and second floor additions; replacement of rotted floor structure on first floor deck; porch addition; existing deer fence; gutters, leaders and drvwells to contain roof run-off; and relocation of the sanitary system At 4550 Paradise Point Rd., Southold Suffolk County Tax Map #81-3-5 Conforms to the application for Trustees Permit heretofore filed in this office Dated 1/24/11 _pursuant to which Trustees Wetland Permit #7487 was issued on 2/16/1 land Amended on 1/18/12 and conforms to all of the requirements and Conditions of the applicable provisions of law. The project for which this certificate is being issued is for Additions to the existing dwelling, including first and second floor additions; replacement of rotted floor structure on first floor deck; porch addition; existing deer fence; gutters, leaders and drywells to contain roof run-off; and relocation of the sanitary system. The certificate is issued to ROBERT HORVATH owner of the Aforesaid property. Authorized Signature James F. King, President Bob Ghosio, Jr., Vice-President Dave Bergen John Bredemeyer Michael J. Domino Town Hall Annex 54375 Main Road P.O. BOx 1179 Southold, New York 11971-0959 Telephone (631) 765-1692 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0767C Date. June 29, 2012 THIS CERTIFIES that the irregularly shaped stone patio 57'X 21 '; bar and barbeque area onto patio; brick patio 109 sr.; 3'X 9' stone walk; drvwells; plantings; and flagpole At 4550 Paradise Point Rd., Southold Suffolk County Tax Map #81-3-5 Conforms to the application for Trustees Permit heretofore filed in this office Dated 2/29/12 pursuant to which Trustees Wetland Permit #7751was issued on 3/21/12and conforms to all of the requirements and Conditions of the applicable provisions of law. The project for which this certificate is being issued is for An irregularly shaped stone patio 57'X 21 '; bar and barbeque area onto patio; brick patio 109 sf., 3'X 9' stone walk; drywells; plantings; and flagpole. The certificate is issued to ROBERT HORVATH owner of the Aforesaid property. Aut or~ed SignatSr? S) Town of Southold * Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATIOH: S.C.T.M. ~ PLAN ~t G=~ ~rmu BY A DESIGN P~OEES6iOHAL IN THE STATE OF NEW YORK. $COPE OF WOP, K - PROPOSED CON~I~UCI'ION ~1~ ~ / WO~A~SF~S~ ] ye~ No a. What is the Total Ama of the Project Parcels? I Will this Project Retain.NI Sfoml-Watar Run-Off (IndudeTotatAmaofallParceisthcatadwithtn ~), l'71 ~- Genemted by a Two (2') lnch Rathfall on Site? the Scope of Work for Pmpesed Constmc~on) b. What is the Total Ama of Land Clearing (~.F.I.~es) 011is item wi# include a# mn-off cmatud by site and/or Ground Disturbance for the proposed cleating and/or construc~on activffies as well as all consbuction ac~vity? //~)O~ ~" Sita Improvemenis and ine permanent craaflim of impervious surfaces.) · ..F.,~,.i 2DoestheSitePlanand/orSurveyShowAIIProposed item shall Include all Propossd Grade Changes and ~P,O~..~ 'i~'~ ~ /~'~OtT'~,; 3 andD°estheSitePlanaud/orSurvaydes~betheemsi°nsediment control that · ._ _ pracUces will be used to ' conf~ol site erosion and stcrm water discharges. This / ~'~,~ ~ ~) 5~') '[~.~.- itammustbemaintainudthroughe~.lttheEntlre ~- ' - / Construction Period. ~P,W/~ ('~.. 'eF}. K) ~--'l/U 4 Will this PwJect Requira any Land Filling. Grading or ~r~ ,,,%.) ~('~"b-~ ~l¢5,"vr*J ~ Excavation where there is a change to the Nataml Existing Grade Involving more than 200 Cubic Yards 5 ~/5 ~ J4~ , of Material within any Parcel? Encompassing an Ama in Excess of Five Thousand (5,000 S.F.) Square Feet of Ground Surface? -- 6is there a Natural Water Course Running through the Site? Is this Project within the Trastees jur/sdtct/on General DEC SWPPP Re~ulremeofs: or within One Hundred (100') feet Of a Wetland or -- disturbam:e$ of one (1) or more ecrus; inclUding dislurba~ces of less then one acre that 7 Will there be ere preparation on Existing Grade Slopes inc~ding Ce~stmstion ac~vifies invstvi~j soil disturbances of less than one (1) acm where which Exceed Fifteen (15) feet of Vertical Rise to subnated to the De~edment pdo~ to the commencem~t of c~Y'~ction ac~vity, into and/or in the direction of a Town right-of-way? 2. The SWPPP shall descflbe the erosicn and sedimeflt contm~ ixac~ce~ and where 9 Will this Project Require the Placement of Matedat coAslructedmqU!md' Post-c~nstnlctlon stem1 water managerneof p~acflces that v,111 be used and/Otto reduce Ihe po~uf~n~s in storm ~,ater ~tischa~je~ and to assure Removal of Vegetation and/or the Constructiou of any coml:~nce w~th the terms end conditions of this pem~ In additk~, the SWPPP shall Item Within the Town Right-of-Way or Road Shoulder STATE OF NEW YOI~,~, COUN'¥Y OF ........................................... SS nd he,sthe ........... t .c~.~'~.'a~i ................................................................ Owner and/Or representative of the Owner or Owner~, and is duly authorized to perform or have performed the ~aid work and to make and file this application; that all statements conlained in ~ applicalion are t~ue to the best o£his knowledge and belief; and that ~he work will b~ performed in the manner set foffia in ~he application flied herewith. /Q Sworn to before//me this:~gp 5~__ ~ //~ ..................... ~ ~..~....~..~... ~...~...~ .............. day of. -~ .......... gO..~..( ~ . ............... Notary Publi~, State of New YMk Suffolk County, No. 9762290 ~,~ ¥ C~ommissi ,o,n Expires April 30, a,~.~.~ ~ - 'rd, llli~ J J BUILDING DEPARTMENT /%OpMCATION FOR ELECTRICAL INSPECTION JOI~ITE INI=ORMATION: (*fndicates required i~) Lot: Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765 9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD July 2, 2012 Robert & MaryAnn Horvath 111 Brompton Rd Garden City, NY 11530 Re: 4550 Paradise Point Rd, $outhold TO WHOM IT MAY CONCERN: The Following Items .Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) __ Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. ~/'/Final Health Department Approval. __ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) '/Trustees Certificate of Compliance. (Town Trustees # 765-1892) __ Final Planning Board Approval. (Planning # 765-1938) __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. BUILDING PERMIT: 36635 - Addition/Alterations 3(,5 3 S- BUILDING PERMIT EXAMINER CHECKLIST Applicant: ~ "T'~ Owner: Archltect/__~ ...... ~ 7'--~ SCTM# 1000-- ~1 -- -~ -- ~ Subdivision: Property Address: ~.5-.5'-0 f~/9~(~y *Date Subm,tted: g-lo.-/( Date Reviewed: ~ Zone: /~- t~0. Conformiag? City: ~ Pre COs? Building Permits (Open/Expired): BP__-Z / C/0 Z-__, Info: BP__-Z / C/0 Z- , Info: BP -Z/C/OZ~'"'-'~ ,Info: BP -Z / C/0 Z- ,Info: BP -Z/C/OZ- . Info: Single & Separate Search Required? Y o Determination: ~Q.~tSize: ~o~ ~CT.~tSize: 5%171~w~Q.~tCov.~ ACT:~tcov. ~Q. Front~ ACT. Front 0 ~ ~Q Side /~ ACT. Side ~Q.~,eigh~ 3~ ACT. Hei~ 9~'r-x~oXH SIb~ACT *~ ' Project ~escrlptl~: ~~ ~~ ff~ Ify% w~? ~o~y:. ~ ~ P~e~ O~ ~ ~e: S.rfo,k Co.nty ae~th~o~ ~- ~ye~, ~.eO,: ~ *Dat~: ~//~ - If no, certification required: Y or N Received: Y or N By: ~: e,~vecgn~r~-Date: 1~ /~/~°~ermit ~: o~ Notes: Southold~~r/~ N-Date:_~/J~/}[ Permit~: ~ or NJ Letter- Notes: Southold ZBA: Y o~- Date: / / Permit g: - Notes: Southold Planning: Y o~ Date: / /Permit ~: - Notes: Town Landmark C of A: Y o~TE: //~ Fee Structure: Calculation: Foundation: 0 SF First Floor: 3 ~ g t~ SF + Initial Fee: $ Second Floor: .~ 7.~q ~ SF + Additional Fee ( ): $ Other: SF SF X $, :$ Total: 7 ~ ] g SF + Initial Fee: $ ~.nra, va + Additional Fee ( ): $ BUILT FEE i,9.,o0, DO t", oF o AS TOTAL:$ 3,167,5to NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Grountl Snow Load: ~0 ~ Wind Speed: 120MPH__ ~ Seismic Design Category." Weathering: Severe V'~ -Frost Depth: 36" ~'~/ __ Termite: M-H ~ Decay: S-IV[ Design Temp: I1 -I~ Ice Shield Underlay: YES USE/OCCUPANCY CLASSIFICATION: HEIGI:ITfFIRE AREA: ~ / TYPE OF CONSTRUCTION: 7')/t°~- ~ tiloodHazards: .) DESIGN CRITERIA: ENGINEE~D~SC~T1VE FULL FRA/vHNG DESIGN ELEMENTS: Y/N IlEAl)ERS: Y/N WALL STUDS: Y/N CEILING JOISTS: Y/lq FLOOR JOISTS: Y/N LUIM[BER SPECIES AND GRADE: Y/N GERDERS: Y/N ROOF RAFTERS: Y/lq WINDOW AND DOOR SCHEDULE: .MISSLE TEST REQUIREMENTS: YN~ EGRESS 5.7 S.F.: Y/N LIGHT 8%: YIN 5rENT 4 %: Y[rq NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBD4G P~SER DIAGICAM: Y~ /~(~\~ , LOCATION OF FFKE PROTECTION EQUYPMENT: Y/N TRUSS DESIGN: Y/Il CERTIFICATION: Y/N ENERGYCALCS: Y/N ([~e$¢"ff~ ~}-010. O~ TOTAL COMPLIENCE? Y/" (~TU~ TO PAGE ONE) T,3.1'~ )F: i !0~p FLOOD ZONES FROM FIRM ,36105C016TH 9/25109 ELEVATIONS REFERENCED TO N.A. V.D. '88 I om torn/l/or with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ond will ob/de by the conditions set forth therein ond on the permit to construct. The Iocotion of public woter ond cesspools shown hereon ore from field observotions ond or from doto obtoined from others. ANY ALTERAlION OR ADDIIION TO THIS SURVEY IS A ~IOLATION OF SECI~ON 72090F THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2, ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 14'f-lOSE S/GNA TURE APPEARS HEREON. · =MONUMENT SURVEY OF PROPERTY A T BA YVIE~r TO,tN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-81-03-05 $C.47_,~: 1'--30' MARCH 25, 2010 DECEMBER 21, 2010 (PROPOSED SEPTIC SYSTEM ~ ELEVATIONS) PROPOSED SEPTIC SYSTEM (SIX BEDROOMS,) 211] 1,500 GALLON SEPTIC TAN/< 8' DEEP x 8' DIAMETER LEACHING POOLS EX/STING SEPTIC SYSTEM TO BE REMOVED OR FILLED IN ACCORDANCE WITH S.C.D.H.S. SPECIFICATIONS. TEST HOLE DATA McDONALD GEOSClENCE ~2/~s/lo CERTIFIED TO: ROBERT G. HORVA TH MARY ANN HORVATH FIDELITY NATIONAL TITLE MORGAN STANLEY AREA-30,171 $0. FT. TO TIE LINE (651) P.O. BOX 909 \ ~- 1250 TRAVELER SOUTHOLD, N.Y. 11971 ,y i'220 N % % APPROVED BY BOARD OF TRUSTEES TOWN OF SOUTHOLD FLOOD ZONES FROM FIRM $610JCOI6?H 9/25/09 ELEVA170NS REFERENCED TO N.A. V.D. '88 I om familiar w/th the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of public water and cesspools shown hereon are from field observafions and or from data obtained from others.. ANY ALTERA710N O~ ADDI170N TO THIS SUR~EY IS A ~40LAllON OF SEC170N 72090F THE NEW YORK STATE EDUCA170N LAW. EXCEPT AS PER SECTI(~N 720g-SUBDl14SION 2. ALL CERTIFICATIONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IIF' SAID MAP OR COPIES BEAR THE IMPRESSED SEAL ap THE SURVEYOR WHOSE SIONA TURE APPEARS HEREON. · =MONUMENT SURVEY OF PROPERTY A T BA YVIE~r TOFN OF SOUTHOLD AUG 1 5 20II SUFFOLK COUNTY, N. K J ~-I ~N Southhold Town · 1000-81-,0.3-05 ,o,,r,~ n~ T,.~tnns EC~' ] ~30'  MAR~ 25, 2010 DE~BER 21, 2010 (PR~O~D ~P~C S~M ~ ELEVAteS) (s~x 8EOROO~S) [I] 1,500 GALLON SEPTIC TANK [2] 8' DEEP x 8' DIAMETER LEACHING POOLS EX/STING SEPTIC SYSTEM TO BE REMOVED OR FILLED IN ACCORDANCE ~TH S.C.D.H.S. SPECIFICATIONS. TEST HOLE DA TA McDONALD GEOSClENCE 12/~ 3/1 o CER 17FLED TO: ROBERT G. HORVATH MARY ANN HORVATH FIDELITY NA 170NAL TITLE MORGAN STANLEY AREA=30,171 SO. FT. TO TIE UNE (630 P.O. BOX' 909 12J0 TRAVELER SOUTHOLD, N.Y. 11971 N % % __. as proof. IL~. Co~N'TY [}C?A'p, TiV[E. NT OF HF,.AL'~H SF.R~ICE$ ~oROOt~$ ,IRES THREE yEAR? FROM DATE OF APPROVAL ELEVATIONS REFERENCED TO N.A. V.D. '88 I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCI70N OF SUBSURFACE SEWAGE DISPOSAt SYSTEMS FOR SINGtE FAMILY RESIDENCES and will abide by the conditbns set forth therein and on the permit to construct, The location of public water end cesspools shown hereon are from field observations end or from dote obtained from others. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A ~,'IOLATION ~ SECTION 72090F THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUSDIWS(ON 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL O~ THE SURVEYOR ~W4OSE SIGNATURE ~PREARS HEREON. I =MONUMENT SURVEY OF PROPERTY A T BA YVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. I 000-81-03:,~'05 MARCH 25, 2O¢0 DECEMBER 21, 2010 (PROPOSED SEPTIC SYSTEM ~ ELEVATIONS) JANUARY 13, 2011 (PROPOSED ADDITIONS.) 1~4RCH ?~ ,~011 PROPOSED SEPnc SYSTEm (SIX BEDROOMS) ~211] 1,500 SEPTIC TANK GALL O8N' 8' DEEP x DIAMETER LEACHING POOLS EXISTING SEPTIC SYSTEM TO BE REMOVED OR FILLED IN ACCORDANCE WITH S.C.D.H.S. SPECIFICATIONS. CERTIFIED TO: TEST HOLE DA TA McDONALD GEOSCIENCE 12/iJ/IO M,~q 1 I ?Oq SUFF. CO. OFFICE .~,~,,'~'J~ G. H OR VA TH HOR VA TH -- ' ~x~'~) 765-5020 FAX (651) 76b-~ ~REA'~ 1~ ~~~ ~°x ~o~ -- ~ ~ _~ ~', ,,,~ /1230 TRA~LER S~EET 0~0 IU I1~ LI~: SOU~OLD, N.K 11971 ~ ~ N EL. g, LEVA TIONS REFERENCED TO N.A. V.D. '88 ~ am familiar with the STANDARDS FOR APPROVAL ND CONSTRUC?70N OF SUBSURFACE SEWAGE ~ISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES Und will abide by the conditions set forth permit fo construct. therein and on the The location of public water and cesspools shown hereon are from field observations and or from data obtained from others. ANY ALTERA170N OR ADDIITON TO THIS SURVEY IS A VIOLADON OF SE¢170N 72090F THE NEW YORK STATE EDUCATION LAW, EXCEPT AS PER SEC ?70N 7209-SUBDII4SION 2. ALL CER DFICA TTONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. S.C.D.H.S REF. NUMBER R10-11-0006 · =MONUMENT SURVEY OF PROPERTY A T BA YVIE~r TO'tN OF SOUTHOLD SUFFOLK COUNT}', N.Y. I000-81-08-05 $CALF~: 1'=$0' MARCH 25, 2010 DECEMBER 21, 2010 (PROPOSED SEP17C SYSTEM ~ ELEVA17~VS) JANUARY 13, 2011 (PROPOSED ADOI170NS) MARCH Z, 2011 (ADD/DONS) DECEMBER I, 2011 (RE~4SED SEP17C LOCA170N) SEPTEMBER 22. 2011 (FOUNDA170N LOCADON) JUNE 28, 2012 (FINAL SURVEY) % lEST HOLE DA TA .... : McDONALD GEOSCIENGE 12/13/10 ~/, /~Z FIDgetY NADONAL DTLE INSURANCE COMPANY ~' ~' ':': ~ MORGA~STANLEY HOME LOANS TO TIE LINE lz~o ~ ~ER S~EE~I This certifies that the bearer is duly licensed by the C~Jnty of Sum~k Eric A. ]~opp SUFFOLK COUNTY DEPARTMENT OF CONSUMER AFFAIRS HOME IMPROVEMENT CONTRACTOR LICENSE ROBERT E G^BRIELSEN 36517-H REScheck Software Version 4.4.1 Compliance Certificate Location: Construction Type: Project Type: Heating Degree Days: Climate Zone: Project Title: Horvath residence Energy Code: 2010 New York Energy Conservation Construction Code Suffolk County, New York Detached I or 2 Family Addition/Alteration 5750 4 Construction Site: Robinson rd Southold, NY Owner/Agent: Charles Thomas C M Thomas Architect po box 877 Jamesport, NY 11947 631 727 7993 Designer/Contractor: Charles Thomas CM Thomas Architect Riverhead, NY 727 7993 Compliance: 9.6% Better Than Code Maximum UA: 177 Your UA: 160 The % Setter or Worse Than Code index reflects how close ~o compliance/he house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative ~o a minimum-code home Wall 1: Wood Frame, 16" c.c. Window 1: Wood Frame:Double Pane Ceiling 1: Flat Ceiling or Scissor Truss Basement Wall 1: Solid Concrete or Masonry Wall height: 8.0' Depth below grade: 6.5' Insulation depth: 4.0' 1120 21.0 0,0 53 182 0.300 55 482 38.0 0.0 14 482 19,0 0.0 38 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other ca cu a OhS submitted with the permit application. The proposed building has/~en design~to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to compi, y"with ~he map/~atO/¥y requirements listed in the REScheck inspection Checklist. ~ I / f / ~ Name -' Title Signature ~J Da e Report date: 08/10/11 Project Title: Horvath residence Data filename: C:\Users\fred\Documents\REScheck\Hor~ath.rck Page I of 3 PLUMBING RISER DIAGRAM SCALE: N.T.S z ~ 0 o~ Charles M. Thomas a r c h i t e ¢ t HORVATH RESIDENCE FRAME WALLS, NEW 2"X6" 0 16"0C FRAME WALLS AS SHO'A~, / ATH OD, PORCH BEDROOM BLUESTONE 1 CLOSET FWG 6080 / BEDROOM 2 EXISTING WALLS BE REMOVED CLOSET PROPOSED INFILL __ FRAMING 5'-1o" EXISTING STAIRS -- TO BE REMOVED 2x8 RR 1~ \\ 2X6 CJ 16 ~ F ~ E R BLUESTONE WALLS TO BE REM~ )VED (SEE DETAIL SHEET) OF FLOOR ABOV8 12'-8" 12'-a" ! EXISTING WALLS BE REMOVED COL 9ELOW LJ II II K Ft!E 14" TJI JOISTS 16" OC. II II ] ~-I~-"~X 14" FLUSH MICROLAM GIRDER LINE OF WALL ABOVE PING OOM EXISTING WALLS TO ..BE REMOVED F- NOOK '1 I REMOVED DINING ROOM F--9 F--3 F--3~- 16" OD, 267O OSET BLUESTONE MUD ROOM UP 17R I CH T 125 CFM H LAUNDRY 27'-4" J 5" STEEL PiPE COL TO FOUNDATION BELOW PROPOSED REAR STAIR TO SECOND FLOOR FIRST FLOOR ADDITION - 936 SF LIVING j j EXISTING WALL TO REMAIN r--Z Z_~-- Z _- Z ~ --I EXISTING WALL TO ~E REMOVED ~//~////////~A PROPOSEO WALL O'-O" 12'-0" 9080 0.~[ DOOR 9080 O.i. O00R REPLACE EXIS~NG OH DOORS 'CLOPLAY' CARRIAGE HOUSE uP REMOVE EXISTING STAIRS TO PLAYROOM ABOVE NEW INFILL FRAMING AND 1 HR SHT ROCK 2 CAR GARAGE 1HR. RATED 5/8" TYPE X SHEETROCK WALLS & CEILING 29'-0" REPLACE EXISTING Oh DOORS 'CLOPLAY' CARRIAGE HOUSE FIRST FLOOR PLAN SCALE; 1/4" = 1'-0" REVISIONS 1-3-12 DESCRJP T LON WALL & FLOOR FRAMING Charles M. Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY H947 (651) 727-7995 HORVATH RESIDENCE THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INS~UbENTS OF SERVICE, ARE file EXCLUSIVE PROPERTY OF ~HE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED fo THE ORIDINAL SITE FOR WHICH ~EY WERE PREPARED, REUSE, REPRODUC~ON OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION F~CM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH ~E ARCHITECTVISUAL CONTACT WITH TREM SHALL CONSTI~TE PRIMA FAOE EVIDENCE OF ACCEPTANCE OF THESE RESTRIC~ONS. ARCHITECT DOUBLE UP dSTS UNDER WALLS ABOVE. EXIS~iNO GIRDERS TO R.EMAIN ADD (1) I0' ML EACH SIDE, NEW 3/4 PLYWOOD SUBLOOR AN( ItOR AND IOND TO EXISTING OVER EXISTING A L I ~ N ~WI~] ' ~5 REDA IS 012" O.C, VERTICAL a" POURED CONCRETE FOUNDATION ~ I ~ WALL ON $"XlE" POURED , . ~G ~_UNE OF E)~ riJ~G FOUNDATION +" POURED CONCRE~ SLAB la OC ~m R-la INSU~ ~ ~ ~ -- ~ -- ~ ~ c , , * ~ ~ I 0N I~ ,20 POURED CONCRE~ FODEN ~ kX ~ ~11 ~ POU"~D CONCRET~ FOOTINO. (TYP) ~'llr ,, ~ ANCH~ AND BONO TO ~WIS~"~ ' d ] ', ~ TO BE REMAIN o~ ~ONON TO a~ ~EaO~ ~ ~ ~ ~ ~ I ~ ~ , ~'-~' e'-a" I ~ / I ~-5 S~LPPEC,~ .... ~= , ~1 = , - ~- -- FROM ~0~ ~ ~ ~ ~ / I ~ ' ----~1', , ,r~ , , - ~ ~ ----~ , , I r J J ,N~ ~ E r % ~ -- ~ . ~C~OND TO EXIS~,~ I I ~ I ' L / T TO BE REMAIN ~ ~ ~ ' ' I 1 C ~ I ~ENING OPENING L ~----~ ' ' ' ' ' ' '~ I ~ I ' - m VAPOR BARRIER ON ~LL I ~ON A 30"XS0"X 5" DEEP WA L TO BE Ii ~ LINE OF EXIS~NG FOUNDA~ON ~0~ TO BE RE~AIN I FOUNDATION PLAN SCALE: 1/4" = 1'-0" REViSiONS 1-3-12 D ESCRJP T ION WALL & FLOOR FRAMING LU W < LIJ < > ° Charles M. Thomas a r c h i t e ct PO BOX 877 JAMESPORT, NY 11947 (630 727-7993 HORVATH RESIDENCE THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERV1CE ARE THE EXCLUSIVE PROPERLY' OF 7dE ARCHf[CT ANC THEIR USE AND PUBLICATION SHALL BE RESTRICfED fO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUC]]ON OB PUBLICA]]ON BY ANY METHOD, IN WHOLE OR iN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ^RCHIECT. ~-E TO THESE PLANS SHALL REMAIN WiTH THE ANCHITECT. VISUAL CONTACT WITH fHEM SHALL CONSTI~JTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF 7dESE RESTHIC~ONS. TYPICAL ROOF CONSTRUCTION CEDAR PERFECRON SHINGLE ROOFING ON I"XS" LATH EACH WAY ROOF FELT ON 2'X10" ROOF F 14" RIDGE BEAM 1"X8 ~ FASCIA RD, (' l"x§" FRIEZE BB. 2xB COLLAR ~ES 0 32" O,C, ATTIC TYPICAL ROOF CEDAR PER~CI1ON SHIN~J: OVER 1§~ ROOF FELT ON 2"X10' ROOF W/R-38 · 16' 0.0. CEILII 0 16" 9'-0" PLATE HEIGHT T.O. WINDOWS T,O, SECOND FLOOR 10'-0" PLA~E HEIGHT T O, WINDOWS MASTER BEDROOM TYPICAL FLOOR CONSTRUCTION · 16 O.C, 14 Tdl FLOOR dOISTS · W/3/4" PLYlIOOD SUBFLOOR W/ SOUND BATT, INSULATION FO YER ~ GAL WALL CONSTRUCTION CC 2x6 CJ 16" CC (2)-I 3/4" X 12" HDR TYPICAL FLOOR CONSTRUCTION 10 TJI FLOOR ~OISTS · W/3/4" PLYW900 SUBFLOOR W/MIN. R-19 BATT. INSULAtiON T,O, FIRST FLOOR 2"x6" CCA SILL PLATE TERMITE SHIELD RCHOR BOLTS @52"-0" O,C, NEW 10" POURED CONCRETE FOUNDATION WALL ON 10"X20" POURED CONCRETE FOOTING LIQUID MEMBRANE WATERPROOFING COVE OVER FOOTING (TYP) FA R MILY OOM AND 3/4" PLYWOOD SUBFLOOR POURED CONCRETE SLAB O~R 6 MIL, pOLYET~LENE VAPOR BARRrER ON ~ELL (TYPICAL) EXISTING FOUNDA]]ON WAL EXISTING CELLAR NOTE: EXIS]ING FLOOR JOISTS TO DOUBLE UP JBTB UNDER WALLS EXISTING GIRDERS TO REMAIN ADD (1) EACH SIDE. NEW 3/4-" PLYWOOD OVER EXISTING 4" POURED CONCRETE SLAB OVER 6 MIL. POLYETHLENE VAPOR BARRIER ON WELL COMPACTED POROUS FILL 8" POURED CONCRETE FOUNDA~ON -- WALL ON 8"X16" POURED CONCRETE FOOTING NEW 10" P. C, FOUNDA~ON WALL ON 10"X20" P. C. FOO~NG LIQUID MEMBRANE WATERPROOFING COVE OVER FOOTING (TYP) CROSS SECTION 1 SCALE: 1/4" = 1'-0" GIRDER 3/4' PLYWOOD 2nx12" PLATE FLOOR JOISTS SECOND FLOOR FLRST FLOOR ROOF SECOND FLOOR CELLAR RRST FLOOR PLUMBING RISER DIAGRAM SCALE: N,T.S REVISIONS D E S C R I P T I 0 N B/18/11 plumbing riser 1-3-12 WALL ~ FLOOR FRAMING UJ oZ p F LLI Z 55- < © © Charles M. Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (651) 727-7995 HORVATH RESIDENCE J 60F7 THESE DRAWINOS AND AOEON~PANVINO SPECIFICAtiONS, AB INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF IHE ARCHITEOT AND THEIR UBE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIOlNAL BITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCtiON OR PUBLICAtiON BY ANY METHOD, IN WHOLE OR IN PART, iS PROHIBITEO EXCEPT BY WRITEN PERMISSION FROM THE ARCHITECT, ~lTLE TO THESE PLANS SHALL REMAIN WITR TRE ARCHITECT, VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACE EMDENOE OF ACCEPTANCE OF THESE RESfRI¢llONS .12 RiP DOWN 2x12s TO ACHIEVE ROOF E~P TOP & BOTTOM, TYPICAL T,O, SECOND OR 10'-0" PLATE H '12 3052 L PLATE HEIGHT PLY~OD SHEATHING ON T I"XD" BELT BOARD (See detail) BELT BOARD CD X FRONT ELEVATION SCALE: 1/4" = 1'-0" PLATE HEIGHT T,O. WINDOWS t T, O. SECOND FLOOR O'-O" PLATE HEIGHT BELT BOARD (See detail) T,O. FIRST FLOOR CEDAR PERFEC]]ON EHINi~LE ROORNG DN 1#X5" LAM EACH WAY OVER t5t ROOF FELT ON 1/2" COX PLYWOOD EHEATHIN(;. 2846 RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 235 OF THE TOWN CODE. OCCUPANCYOR USEIS UNLAWFUL WITHOUTCERTIFICATE OFOCCUPANCY COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF $OUTHO~D TOWNZBA SOUTHOLD TOWN PLANNING BOARD - ~'" 80UTHOLDTOWNTRUSTEE8 N.¥.S. DEC APPROVED AS NOTED. NOTIFY BUILDING DEPARTMENT AT 765-1~02 ~ AM TO 4 PM FOR THE 1 FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2 ROUGH- F~MJNG, PLUMBING, STRAPPING, ELECTRICAL & 4, FIliAL-CONSTRUCTION&ELECTRiCAL MUST ~ C~p~ F~ REQUIR~ OF ~ COD~ R E A R E L E V A T I O N s~ow DESI~R F.O~T DESIGN SHIELD HAZARDS LOAD LOAD SLJC~ION LOAD OCCUPANCY FREEZING CDND~UCTION  WEATHERING DEPTH TERMINATE DECAT REQUIRED I REVISIONS 7/11/11 D ESCRIP T ION LU PLUMBING ALL PLUMEING ~A~iTE & WATER LINES NEED TESTING BEFORE cGVER'ING ELECTRICAL INSPECTION REQUIRED PL UMBER CER TIFICA TION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WA TER SUPPLY SYSTEM CANNOT EXCEED'2/IO OF I% LEAD. Charles M. Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (63l) 727-7995 H OR VA TH RESIDENCE THESE DRAWINGS AND ACCOMPANYING SPECiFICAI1ONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF ~E ARCHITECT AND THEIR USE AND PUBLICATION SHALL RE RESTRICTED TO THE ORIGINAL SITE FOR WHICH ~EY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICA~DN BY ANY METHOD, IN WHOLE OR IN TART, lB PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHIECT, 1]TLE EO THESE PLANS SHALL REMAIN WITH ITIE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTTRJB- PRIMA FACE EV1DENCE OF ACCEPTANCE OF THESE RESTRICTIONS, HDR WALLS TO BE REM( VIED 2'-6" 3'-0" DROP HDR I PORCH EWG 6080 B 14" TJI JOISTS E~ A T H ~,M' TJJ JOISTS II BEDROOM EDROOM 2 II 1 2670 ®-~%. II II EXISTING WALL BE REMOVED 6068 CLOSET= (~ W.I, A CLOSET EXTERIOR i EXISTING STAIRS 5'-10" TO BE REMOVED 2X8 RR 1~" I~ I ~1~1~ ~ o YE R DC, I J ~'-~" ~' ~'-¢ ~. I -- 12'-8" 12'-8" I EXISTING WALLS TO BE REMOVED E COL ~ ~ ~l TO BELOW '- UD L_J L J DINING r __u ROOM I ~1 F--3 F--3 F--3L- KE UNE OF 10'-11" (SEE DETAIL SHEET) E P I N G "'-"" 0 0 M BLUESTONE EXISTING WALLS TO BE REMOVED 14'-7" .I-__ 4-1~4" X 14" FLUSH MICROLAM GIRDER BE REMOVED CLOSET LOSET E TH FAN 27'-4" LAUNDRY 5" STEEL PIPE COL TO FOUNDATION BELOW LINE OF WALL ABOVE UNE OF FLOOR ABOVE NOOK MUD ROOM PROPOSED REAR STAIR TO SECOND FLOOR 10'-8" FIRST FLOOR ADDITION - 936 SF LIVING ] I EXISTING WALL TO REMAIN J~ ~ --- ~ ~:Z ~ ~:~ EXISTING WALL TO BE REMOVED ~¢¢'~ PROPOSED WALL goBo O. DOOR 9080 O. , DOOR REPLACE EXISTING OH DOORS 'CLOPLAY~ CARRIAGE HOUSE up REPLACE EXIS~NG OH DOORS 'CLOPLAY' CARRIAGE HOUSE 1HR. RATED 5/t8" TYPE X SHEETROCK WALLS & CEIUNO REMOVE EXISTING STAIRS TO PLAYROOM ABOVE NEW INFILL FRAMING AND 1 HR SHT ROCK FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" ARCHITECT REVISIONS DESCRIP T ION Ed (/) < 0 o © © Charles M. Thomas a r c h i t e ct PO l]ox 877 JAMESPORT, NY 11947 (630 727-7993 HORVATH RESIDENCE THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE PNE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RES~ICTED TO THE ORIGINAL SITE FOR ~ICH ?HEY WERE PREPARED. REUSE, REPRODUC]]ON OR PUBLICATION BY ANY METHOD, [N WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. ]]~E TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT,VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FADE EVIDENCE OF ACCEPTANCE OF THESE WALLS TO BE REMOVED 65'-6" BEDROOM B E D R 0 0 M 6068 I CLOSET 3070 II CLOSET bi/ STER BE ROOM II 2570 8'-6" 4' AlT H II EAT ' BELOW BE;pROOM 5 W.I. PULL Dow. B A T H CLOSET ^~c ST^~R CFM EXHAUST ROOF BELOW STEPS AS REQD Y FIELD CONDITION FAMIL ROOM 6'-6" KNEE WALL KNEE II RE[ ABOVE PROPOSED tREAR STAIR TO FLRST F OOR SECOND FLOOR PLAN SCALE: 1/,¢ = 1'-0" SECOND FLOOR ADDITION - 496 SF LIVING I [ I EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED PR OPOSEB WALL REVISIONS DESCRIP T ION UJ © 212 < ° © Charles M. Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7995 H OR VA TH RESIDENCE THESE DRAWINGS AND ACCOMPANWBg SPECIFICARONR, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF 7fiE ARCHITECT AND IHEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORISINAL SITE FOR WHICH THEY WERE pREPARED, REUSE, REPRODUCTION OR PUBLICARON BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. ~TLE TO THESE PLANS SHALL REMAIN WITH 7dE ARCHITECT.VISUAL CONTACT WLllt THEM BHALL BONSTI~JE PHINA FABLE EV1DENCE OF ACCEPTANCE OF ~HESE RESTRICTIONS, 9'-0" pLATE HEIGHT 1"X8" BELT BOARD detail) CEDAR PERFECTION SHINe, ERS TY~'K HOUSE WRAP 1/')" CD X PLYWX)OD SHEA1HING ON 2"X6' WM. STUDS O 16" O,C. R-19 INSULATION 1"X8" BELT BOARD 28510 T,O, WINDOWS I#XB=' BELT BOARD (Sea detail) %0, FIRST FLOOR RIGHT SIDE ELEVATION SCALE: 1/4" = 1'-0" CRICKET 7,5 8'-0" PLATE HEIDHT T,O. SECOND FLO0 10'-0" PLATE HEIGHT T,O, WIND( ~ $_ t~:~ T.O, FIRST FLOOR OVER 15# ROOF FELT ON I/2" COX PLYV~OD SHEA1HINO. 2"X10" ROOF RAFTERS O 15' O.C, CEDAR PERFECTION SHIN~I.ES TYVEK HOUSE WRAP 1/2" CD X PLYWOOD $HEAIHINC ON 2"X$" ViD. STUDS O 16" 'O.C. l"XB" BELT BOARD 5/4"x4-" WINDOW DOOR BI~RROUND$ LEFT SIDE ELEVAT SCALE: 1/4" = 1'-0" ON THESE DRA~VINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERWOE, ARE THE EXCLUSNE PROPER~Y OF THE AROHIEC¥ AND ~EIR USE AND PUBLICATION SHALL BE RESTRICTED TO TNE ORiGiNAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLiCA~ON BY ANY ME~OO, iN WHOLE OR IN PAR[, iS PROH[BIT[O EXCEPT BY WRITTEN PERMISSION FROM IRE ARCHITECT, 3~-E TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT,VLSUAL CONTACT WITH [HEM SHALL CONSllTUTE PR[MA FAOE EV)DENDE OF ACCEPTANCE OF ~ESE RESTRIC3ONS, REVISIONS D ESCRIP T ION LU © Charles M. Thomas a r c h i t e c t PO BOX 877 AMESPORT, NY 11947 (630 727-7993 HORVATH RESIDENCE %.:5.,, ~.-~., X / ARCHITECT REVISIONS D E S C R I P T I O N NOTCI EXISTING FLOOR d~STS TO REMAIN DOUBLE UP JSTS UNDER WALLS ALCOVE. EXISTING GIRDERS TO REMAIN ADD (1) 10# ML AN( HOR AND DND TO EXISTING EACH SIDE. NEW 3/4' PLYWOOD SURLOOR ~-WIT I 1~5 REDA IS 012' O.C, VERTICAL /_ s' pouR%CO..,,CRET~ FOUNDATION I I , . =~1 I -= LINE OF EXI$' lNG FOUNDATION WALL ON 8 X16 POURED 11 5 ~1 4"O~EVAPoRPOURED6 B~RIERMILCONCRETEPoL~EON ~LLSL~ ~J .... ,I /I lB ~1%1 % ' L -- -- -- ~ ~ ~ COMPAC~D POROUS RLL ( : I I ~50N1/2"A 50STANDARD"xso"x15" STEELDEEP PIPE COLUMN ~ I EXIS~NG FL~ ~ II % POURED CONCRETE FOOTNG (TYP) I ~ ~ "~ -- ~ ' I ~-'~ '~ " coaPAc~D POROUS j I, AT LEAST 3'-0" ON ALL SIDES AS --% -- -- , , _ L "1' -- OPENING I I I r I ii L_ I I I I I REMow EX,STI.G FOUND WALLS E _-- -q REMOV~ EXIST,NO s~s I -- EXDAVA~ FOR N~ CRA~ I I I ~ I I AS R£QD FDR NEW CRA~SPACE1 I ~ S"*O~ I I E X ' S T ' N ~ I C~PACTED POR~S FI~ ] /POURED CONCRETE FOOTING, (' ¢) m ' j m L m~ TYPICAL ~ EACH I I ~ I L I I I ~ LINE OF EXIS~N8 FOUNOAZON ALL OIRDERS SHALL BE SHIMMED I IJNE OF ~ AS .~OU~D ~N .~A~ ~OCK~TS , I HORVATH RESIDENCE ~ Pound CONC~ rouNDA~ON, WA~L ~ , I I I I I I ~CHOR AND BONO TO E ~ F O U N D A TI O N P L A N ~-~-[001 SCALE: ~/4" = f-O' NOTCI EXISTINO FLOOR J~STS TO REMAIN DOUBLE UP dSTS UNDER WALLS ALCOVE. :XISTING GIRDERS TO REMAIN ADD (1) 10" ML AN( HOR AND DND TO EXISTING EACH SIDE, NEW 3/4" PLYWOOD SURLOOR ~-WIT I 1~5 REDA IS 012" O,C, VERTICAL s" POURED CONCRE~ FOUNDATION I ~1 LiNE OF EXlS' I~G fOUNDATION -- m ~' ~ COMPAC~D POROUS ~kk J J I la" TJI JOISTS X J LLI~2~J~L ' [I I I LINE ~ EXIS~NG FOUNDA~ON ~= o XX[ Y I oR PORCH TO BE i~EMO~D~ J k~ I ; L -,- J I xx ~"~ o ~ ~ I m, I ~1 ~ I .l~ . II ,~-0 ,_~,' ,:, , , I ~--~ 'm m . . --~' 1--~-T~ I I¢~ ~ ~ ~ I I m IL $ ~ICEO~" GIRDER I ....... 14'-7" m r m L ~--~- I m _ _ ~ I I I I I ~ ii L -' I I I ~[~o~ EX~STmN~ S~ m m m ~ ~ ~ POURED CONCEE~ S~B m m I ; ~. m ALL CIRD~RS SHALL BE SHIMMED I I I ~ LINE QF EXlS~NG ~OUNDA~ON I ~ ~ ~ W~TH S~EEL SHIMS (TYP) I I ~ I WA~S ABO~ I I I I TO BE REMAIN I I 10 POURED CONCRE~ FOUNDA~ONI WALLI ' I I I I I ~ESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS iNS]RUMENTS OF SERVICE, ARE TNE EXCLUSIVE PROPERTY OF NE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR W~ICR NEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICA1~ON BY ANY METHOD, IR WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRffTEN PERMISSION FROM THE ARCHITECT, ~ILE TO THESE PLANS SHALL REMAIN WITH THE ARCHffECT,VISUAL CONTAC~ WITH THEM SHALL CONSTI~]E PRIMA FACIE EVIDENCE OF ACCEPfANCE OF THESE RESTRICtiONS, TYPICAL ROOF CONSTRUCTION OVER I§# ROOF PELT ON l"x§" FASCIA BD, l'lx6'' FRIEZE BO. 7,5 2xB COLLAR TIES · 32" O,C, X 14" RIDGE BEAU TYPICAL ROOF CONS' DESCRIPT ION ATTIC w/R-aa # 9'-0" PLATE HEICHT T,O, WJN D OWS T,O, SECOND FLOOR 10'-0" PLATE MEIGHT %0, WINDOWS MASTER BEDROOM TYPICAL FLOOR CONSTRUCTION 14 TJI FLOOR J~S~ ~B 16"0,C, W/3/W" PLYWOOD SUBFLOOR W/ SOUND BATT, INSULATION F OYER WALL CONSTRUCTION PERF~CTION ~INGIKS TYVEK HOUSE ~AP 1/2" CO X ON 2"X6" ~. S'PJDS · 16" O,C. 16" OC 2X6 CJ 16" DC (2)-1 3/4" X 12" HDR TYPICAL FLOOR CONSTRUCTION 11 7/8 TJI FLOOR JOISTS 0 16"0.C,% T,O, FIRST FLOOR 2'x6" CCA SILL PLATE TERMITE SHIELD DiA, ANCHOR DOLTS NEW 10" POURED CONCRETE FOUNDATION WALL ON 10"X20" POURED CONCRETE FOOTING LIQUID MEMBRANE WATERPROORNO COVE OVER FOOTING (TYP) (PIRICAL) EXISTING FOUNDATION FAMILY ROOM EXISTING CELLAR NOTE; EXISTING FLOOR JOISTS TO DOUBLE UP JSTS UNDER WALLS EXISTING DIRDERS TO REMAIN ADD (1) EACH SIDE, NEW 3/4" PLYWOOD OVER EXISTING 4" POURED CONCRETE SLAB OVER 6 MIL, POLYETHLENE VAPOR BARRIER ON WELL COMPACTED POROUS FILL 8" POURED CONCRETE FOUNDATION WALL ON B"Xl6~ POURED CONCRETE FOOTING NEW 10" P, C, FOUNDATION WALL Obi 10"X20" P, C, FOOTING LIQUID MEMBRANE WATERPROOFING COVE OVER FOOTING (TYP) CROSS SCALE: 1/4" = 1'-0" SECTION 1 .F[NISH£D FLOOR SECOND FLOOR FIRST FLOOR CELLAR LU © < III < © }- © © Charles M. Thomas a r c h i t e c t PO Box 877 JAMESPORT, NY 11947 (631) 727-7995 HORVATH RESIDENCE THESE DRAW1NBS AND ACCOMPANYINU SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPER~ OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESIRICTED TO THE ORIGINAL SIT FOR ~ICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICA~ON BY ANY METHOD, iN WHOLE OR IN PART, IS PRORIBI~D EXCEPT BY WRIT~N PERMISSION FROM THE ARCHITECT, RTLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT, VISUAL CONTACT WITH THEM SHALL CONSRfUTE PRIMA FACIE EVIOENCE OF ACCEPTANCE OF RHESE RESTRI( I I I I i- L4- F L F ½ _L_I 2!"X10" rr @ 16" OC. II _L_ / 4 F- I I- I I I x I \1 -F--I- ~--~ -I- ~-t --J~ ×1 /_I_//_L/~LX I I I I I I xF I 1- -t --I-- ~x-~ I I I-- I I I .~-,-~--I-- ~ I I I I I FRAME REVERSE THRU AND MAIN ROOF FRAME REVERSE GABLES THRU AND LAYOVER MAIN ROOF EX~STING GARAGE ROOF SHED DORMER EXISTING RAFTERS 12" ML RIDGE i- wi 7 EXISTING R,AFTERS ii I I II 2"X10" rr ~ 16" QC, SHED DORMER ROOF FRAMING SCALE: 1/4" = 1'-0" PLAN L. -i REVISIONS D E S C RIP T ION oZ © < 125 CD Charles M. Thomas PO BOX 877 JAMESPORT, NY 11947 (630 727-7993 HORVATH RESIDENCE THESE ORAWINGB AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIUIN~AL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION 8¥ ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM ?dE ARCHITECT TITLE TO THESE PLANS SHALL REMAIN ~TH THE ARCHITECT,VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACE EV1OENCE OF ACCEPTANCE OF ~ESE RESTRICTIONS TOP PLATE BOTTOM PLATE TOP PLATE BAND JOIST OR BLOCKING SILL PLATE RAFTERS AND CEILING JOISTS OR APPROVED ROOF TRUSS SECOND STORY FLOOR JOIST- SEE DRILLING AND NOTCH WFCM JOIST IS PERMITTED TO BE CUT OR NOTCHED BETWEEN THESE LIMITS t FOR BLOCKING 3.3 3EARING .~BOTTOM PLATE J"F+ JOIST CRAWL SPACE OR BASEMENT FOUNDATION ~LAP ~-SUBFLOOR MONOLITHIC SLAB-ON-GRADE TOP PLATE- DRILLING AND NOTCHING PROVISIONS WALL STUD- AND NOTCHING PROVISIONS WFCM SECTION 5.4.1.1.1 JOIST ENDS TO BE BLOCKED AGAINST ATION IN ACCORDANCE WITH WFCM 3.5.1.3-END RESTRAINT AND 5.,5.1.4 BRIDGING TYPICAL WiND-BORNE DEBRIS PROTECllON FASIENING SCHEDULE FOUNDATION PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING BEARING WALL WALL, FLOOR & ROOF FRAMING DEBF IS PI ffECllON FAS' ENff, G .~ FOR WOOD SIRUC1URAL PANELS F A S T E N E R S P A CIN G FASTENER 2 FEET 6 FEET 6 FEET PANEL SPAN ¢ PANEL SPAN ¢ PANEL SPAN ¢ PANEL SPAN TYPE < 2 FEET ¢ 4 FEET ¢ 6 FEET ¢ 8 FEET 2 1/2" ~6 16" 16" 12" 9" WOOD SCREWS 2 1/2" ~8 16" 16" 16" 12" WOOD SCREWS IN.x4 IN. RIBBON INTO STUD - FOR FIRE BLOCKING G, THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A $3 FOOT MEAN ROOF HEIGHT. b, FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. c, NAILS SHALL BE 1Od COMMON OR 12d BOX NAILS, d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS, e, WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) EXIERIOR WAll STRAPPING SCHEDULE AREA HOLDDO~N USED / LENGI~ NUNBER OF CAPACITY OF HOLDDO NAILS NOTES: ALL STHAPPING INDICATED MEETS or EXCEEDS THE REQUIREMENTS IN THE SBDCl (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION, SSTD 1D-99) TABLE 305 F1 FOR RAVE CONNECTIONS, TABLE 3D5 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND TABLE 5,2 FOR FOUNDATION CONNECTIONS, NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN, NAIL PENETRATION INTO FRAMING IS ACHIEVED, INSTALL THROUGH FIRST FLOOR SHOE. ROOF RAFTER 20 GA. STRAP- 1~" WIDE MIN. W/(8) 8d NAILS EACH SIDE impsom Strong-Tie A55- lCd NAIL AT 24" O.C, CORNER AND PARTITION POSTS TOP PLATE FRAMING TO ACCOMADATE GYPSM BOARD iNSTALEED]NTABLEWECU 5,1 ACCORDANCE WITH NAIL AT 6" O,C, LL PANEL EDGES) (o) OUTSIDE/CORNER DETAIL IAd NAIL AT 6" O~Q ACCORDANCE WITH LL PANEL EDGES) 16d NAIL AT 24" WOOD STRUCTURAL PANEL DANCE 8d NAIL AT 12" O,C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES BOARD INSTALLED IN WFCM TABLE 5,1 STRUCTURAL PANEL INSTALLED IN ACCORDANCE WiTH WFCM TABLE 5,1 PIPING- R602.7.2 TOP PLATES -- BORED HOLE MAX DIAMETER 60% OF STUD DEPTH 5/8" MiN. TO EDGE NOTCH MUST NOT EXCEED 40% OF STUD DEPTH BORED HOLES SHALL NOT BE LOCATED IN THE SAME -- CROSS SECTION OF CUT OR MIN, TO EDGE 8d NAIL AT 6" O.C, ON ALL FRAMING MEMBERS AT PANEL EDGES AND 12 O.C, ON ALL FRAMING MEMBERS NOT AT WFCM 2001 SBC HIGH WIND EDITION SECTION ,5.4.5.1.1 FIGURE 5.5B NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS TABLE R ~01.7 AllOWABLE DEFLECUON OF SIRUCRURAL MEMBERS STUCTURAL MEMBER ALLOWABLE DEFLEC~ON RAFERS W/GREA1ER L/lB0 SLOPES m^N TOP PLATES BORED HOL~ MAX DIAMETER 40% OF STUD DEPTH 5/8" MIN. TO EDGE NOTCH MUST NOT EXCEED 25% OF STUD DEPTH I NOTES: L= SPAN LENGTH, H = SPAN HEIGHT ~, The wind Icad shall be permHted to be token as D.7 times the component and cladding loads for hte purpose of the determining deflection ITmlts herein. b, For conUlever moochers, L shall be token os twice the lenght of the contilever, wo,s of sunroorn additions or polio covers, nat supporting edge of glass or sandwich puneJs, the tokol ~ood deflection shall not exceed L/60, For sondwich ponels used in roofs or wolls of sunroom odditions or poBo covers, the totol Iood deflection shol[ not exceed L/12O TABLE R 501.2.2,2.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION OF CUT 5/8" MIN. TO EDGE (FLOOR IF HOLE IS BETWEEN 40% AND 60% OF STUD DEPT~ THEN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLED AND SO BORED WFCM 2001 SBC HIGH WIND EDITION WALL BRACING ADJUS1MENT FACTORS BY ROOF COVERING DEAD LOAD ROOF/CEILING ROOF/CEILING DEAD LOAD DEAD LOAD WALL SUPPORTING 15 pst ~' less 25 pst ROOF ONLY h0 1.2 ROOF PLUS ONE STORY 1,0 I,I SECTION 5.4,2.1.1 FIGURE 3.5 A NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS (b) INSIDE CORNER DETAIL PANEL EDGES NOTCHING AND BORED HOLE LIMITATIONS EXTERIOR CORNER FRAMING FOR EXTERIOR BEARING AND INTERIOR 2x4CONTINUOUS NON-BEARING WALLS: R602.6[1) 84 (2) FOR Sh S POUND PER SQUARE FOOT = 0,49 kN/M(2) ATERAL BRACE AT 6' O,C, a, LINEAR INTERPOLATION SHALL BE PERMITTED ~j NAILS Z E Z-~ .E TOP PLATEj ~FTER RUSSOR CEILINGJOLST iCIAL STUD TO STUD DETAIL GABLE END TRUSS __ INECTE BLOCmND SECTION A- ENDWALL % UIRED Fff_ PLE?UD! HFAnFF~ :QU HEAD~ STUDS FULL U up, }MIR A M: INSTALLA~ON NOTH 5d COOLER NAILS AT lO" 0.( A NOTE: 2"x4' BLOCK NAILED TO EACH sfu~ ~N. UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS AT,AtDW~RE BLOCKING AT EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD (P~DS) ADDITION TO CONNECTORS AT NOTE: SIMILAR 1 5d COOLER NAILS AT 7" O,C. GONNEO~ON AT] WALL STUDS AND AT TOP AND FOUNDATION, BOTTOM OF CRIPPLES 20 GAUGE STRAP FLOOR -fOP PLA1E BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT (WFCMFIGURE $.7b) CONNECTIONS FOR OPENINGS 8d NAIL AT A" O,C, ~: ~____,,~.~CE OF FOOTING ~-~ 12" o MAX, ~ AILS BASED ON ._ WALL REQLIIREMENTS 0 BUT NEED ED 15 FT, FLOOREOUNDATION CLEARANCE FROM SLOPES NO CEILING tlAPHRAGM EQUIRED GABLE Bd NAiL AT 12" O.C, DN ALL FRAMING MEMBERS NOT AT PANEL EDGES GYPSUM FLOOR TO CONNECTION HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, WINDOW AND DOOR OPENrNGS: TO FLOOR 8: FLOOR TO FOUNDATION; WFCM FIGURE 3.70 & 4.7b) SIZE TABLE R301.2.2.2.1 STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO, NAILING SCHEDULE (TABLE .~.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A RECTANOLE 42 INCHES HIGH BY 2 WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE TRUSS, FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT (A~ OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS, e. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE GYPSUM 80ARB 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A ~OD POUND SIMPSON STRON( 6'~ 0 C (ALL CONCENTRATED LOAD AOllND OVER AN AREA OF 4 SQUARE PER MOST RECENF PAN~:L' ' INCHES, WHICHEVER PRODUCES THE GREATER STRESSES, d, A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT EDGEs) ANY POINT ALONG THE TOP ~. SEE SECTION R502,2, FOR DECKS ATTACHED TO EXTERIOR 10-8d NAILS Chimney Framing WALLS. WOOD STP E GUARD IN ~- FILL COMPONENTS (ALL THOSE E)~CEPT THE ROOF RAFTER / RIDGE DETAIL DEAD LOADS !PANEL INSTALLED BANDRAiL),BALUSTERSANBPANELFILLERSHAI_LBEDESIDNEB ACCORDANCE W TO WITHSTAND A HORIZONTALLY APPLIED NORMA~- LOAD OF 50 NAiL AT POUND ON AN AREA EQUAL TO f SQUARE FOOT. THIS LOAD NEED NAILING SCHI )L ~.,,, SCALE:m/o~'.-q% (TABLE 5,1, WCFM 200 z;'+ O.C. LoADNOT BEREoUiREMENT,ASSUMED TO ACT CONCURRENTLY W~TH ANY OTHER LIVE StFong-Tie HIGH WIND EDITION CEILING ENDWALL STUDS -- BRACING GABLE ENDWALL (WFCM FIGURE 5.70) PROVIDE RAFTER TO RIDGE TENSION STRAP --.'ENTER 2x B~OjC~II~ RIDGE HANGERS IF USE 8-8d COMMON N,~II,,S ON SHEATHIN RAFTER TAILS ARE NOT /IN-EACH END OF 1-1/4 --15/52 WOOD STRUCTURAL PANELS STRAPPED TO TOP / 20 GAUGE STRAP - ONGABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW ~ BASED ON SHEARWALL REQUIREMENTS ~ ~ ~ ENDWALL, BALLOON FRAMING ~Jl' ~ PREFERRED METHOD Simpson HDU CORNER BRACING SCALE: N.T.S. ROOF CEILING ROOF CEILING DEAD LOAD DEAD LOAD WALL SUPPORTING 15 PSF OR LESS 25 PSF OR LESS ROOF ONLY 1.0 1.2 ROOF PlUS ONE STORY t,O 1,1 8d NAIL AT 6" O,C, ALL FRAMING AT PANEL EDGES AND 12" C.C. ON FRAMING MEMBERS AT PANEL / RIDGE BEAM / TABLE R301.5 NOTES ._ FOR SI'. 1 POUND PER SF= D,DA79 kN/M(2). 1 POUND = 4.~tSN, a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING ~ 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA, ~) ~,~ O.C, (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN ~ SECITRON RED2,4.1 FOR CONVENTIONAL CEILING JOISTS AND ,... EDGES) SECTION R802.10.7 FOR TRUSSES, ATTICS WLTHOUT STORAGE ARE .* (B~ INSIDE CORNER DETAIL g. APPLIES TO A~ICE SPACES NOT MEETING THE REQUREMENTS FOR STORAGE PER FOOTNOTE b, SEE SECTION R802.4,2 FOR DETAIL EXTERIOR CORNER FRAMING CONVENTIONAL CEILING JOISTS AND SECTION R802.10,6 FOR TRUSSES, FOR AT~CS WITH LIMITED STORAGE AND CONSTRUCTED WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION T A B L E R301.5 MINIMUM UNIFORMLY DISTRIBUTED LOADS USE LIVE LOAD EXTERIOR BALCONIES 60 DECKS 40 PASSENGER VEHICLE GARAGES 50 ATTIC WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 ROOMS OTHER THAN SLEEPING ROOMS SLEEPING ROOMS 50 STAIRS 40 OUARDRAILS AND HANDRAILS 200 2:12, h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS, QONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER REEf ' NO. BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE PLANE DF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS I ~ MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS D 1 MET: 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY m OR FRAMED OPENING IN ACCORDANCE WITH sECTION BO7.1:AND 2, THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN {TABLE 3 2 B WFCM 2001 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach usingthe r!� ( TABLE 3 1 WFCM HIGH WIND EDITION SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2001 SBC published by The merican `� a\'• Forest and Paper Association. Nan- Structural laments are based upon the Now G E N E R A L N 0 T E Si NAILING SCHEDULE York State 'RESIDENTIAL CODE January 2010. ANCHOR BOLT CONNECTION FOUNDATION MAX, ANCHOR BOLT SPACING (INCHES) th all state, RESISTING SUPPORTING N01E9 I,2,3,4 For the Climatic and Geographical Design Criteria, see Table R301,2(1) on municipa1. All l. local ks Izonnl be ge and budilding codes In and once irdinances ft' • NUMBER OF NAILS 1/2' ANCHOR BOLTS sO sheet no. i having jurisdiction and best standards of construction JOINT DESCRIPTION NAIL SPACING j , LATERAL AND SHEAR LOADS 1 - 3 STORIES a/6" ANCHOR BOLTS 45 All non engineered lumber to 6e Douglas FIr4R2 or better practice. RAFTER TO TOP PLATE (TOE-NAILED) 4-8d PER RAFTER I. PRESCRIPTIVE OMITS ARE BASED ON A 9UMPTONS IN TABLE 3.2 Wind Limitations-Section R301.2,1 The American Institute of Architects Conditions shall apply 2. WHEN ANCHOR BOLTS ARE USED TO ASSIUM UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANOCHOR BOLT SPACING SHALL NOT EXCEED THE Design Crlterlo-Section R301.2.1.1. (See Table R301,2.1,2. for Wlnd-Born Debris to all work performed on this project. �•� `�'(y r „r' CEILING JOIST TO TOP PLATE TOE-NAILED 4-Bd PER JOIST LESSER OF THE TABULATED. Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any A TABULATED ANCHOR BOLT SPACINGS FOR( LATERAL AND SHEAR LOADS SASSUMHALL WALLS ME SHEATHED A ACCORDANCE NTH SECTION ADJUSTMENT FOR Deed Load-Section R301,4 4[ R 301,2,2.2,1 prior commencement must e t ought tr the attention of the Architect e 9-I6d EACH LAP OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE MULTIPLIED BY THE APROPRIATE SHEATHING TYPE ADJUSTMENT FACTOR CEILING JOIST TO PARALLEL RAFTER FACE-NAILED IN TABLE 317D, BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER, Live igh Load-Sectlon R301.5 prior to commencement of of reported The Contractor shall w ' CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP 4. FOR THREE SECOND GUST WIND SPEEDS (GREATER THAN 110 MPH, WITH A TABULATED VALUE FROM TABLE 3.5 GREATER THAN 262 PLF, LATERAL Light and Ventilation-Section R303 responsible for cOffeCllOne not repotted once he has BtartBd Work CONNECPONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.3 Minimum Room Area-Section R304 except for hidden job conditions, Z COLLAR TIE TO RAFTER FACE-NAILED 6-Bd TABLE 3.10 WFCM 2001 HIGH WIND EDITION PER TIE Calling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p Sanitation-Section R306 equipment Incorporated In the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Toilet Bath and Shower Space-Sectlon R307 will be of good quality, free from faults and defects for a period Glazing-Seotlon R308 of one year form the date of the final Certificate of Occupancy, �- TRIM BOARD TO RAFTER END-NAILED 2-I6d EACH END SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, a OR PANEL SIDING FOR ed COMMON NAILS Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences of procedures, or for the safety WALL FRAMING Exit-Section R311 precautions and programs In connection with the work, and he INCHES 0,c, Landing-Section R311.5.4 shall not be responsible for the contractors failure to carry out TOP PLATE TO TOP PLATE FACE-NAILED 2-I6d (SEE NOTE 1) PER FOOT 4' PERIMETER E U EDGE ZONE 16 Romps-Section R311.6 the work In accordance with the construction documents. The TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE F Stalrway-Sectlon R311,5 Architect shall not be responsible for the acts or omission by `^ 2-t6d 24' D.C. INTERIOR ZONE 16 E 6 Handrail-Section R311.5.6 the contractor No changes shall be made in the documents W STUD TO STUD FACE-NAILED F Guards-Section R312 and/or the building as designed without the expressed written ❑ i6d i6" O.C, ALONG EDGES E Smoke Alarms-Section R313 consent of the Architect. HEADER TO HEADER FACE-NAILED GABLE ENDWALL RAKE AND RAKE MUSS Foam plastic-Sectlon R314 5, The contractor and all subcontractors shall maintain continuous TOP OR BOTTOM PLATE TO STUD END-NAILED 2-16d PER 2X4 STUD F Flame Spread and Smoke-Section R315 Insurance coverage statutory policies (Worker ( ) E= NAIL SPACING AT PANEL EDGE (IN) Insulatlon-Sectlon R316 Compensation, etc.) and general liability In an mount not M 3-I6d PER 2X6 STUD F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Dwelling Unit Separatlon-Sectlan R317 Z 4-I6d PER 2XB STUD 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OVF THE ROOF, INCLUDING 4 FEET ON EACH MQletufe Vapor Retarders-Sectlan R318 Ie99 than S 5 million and automobile liability and damage o SIDE OF THE ROOF PEAK. THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. Moisture Against Retarders- R318 coverage not lees than S 2 million. The Architect shall be Protecti2-i6d SEE NOTE 1,2 PER FOOT 2. TABULATED 12' O.C, NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/1RU55 FRAMING named insured on any and all policies. > FACE-NAILED ( ) MEMBERS WITH G>0,49. FOR FRAMING MEMBERS PATH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Protection Against TefmltB6-Sectlan R320 w To 6 INCHES 0. C, Site Address-Section R321 S. Provide 0.025" of a mental shield, other than aluminium, over fibrous FLOOR FRAMING insulation at all perimeter sills. 3. TABULATED e" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAF'IER/IRUSS FRAMING Accesslblllty-Section R322 4-Bd PER JOIST MEMBERS WITH G>0,4% FOR FRAMING MEMBERS NTH 0.42<G<0.49 THE NAILING SPAGNGS SHALL BE REDUCED Elevators and Platform lifts -Section R323 7. All Wood In contact with concrete or masonry to be Wolmnlzed JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED TO 4 INCHES 0. C, or pressure creosoted. 4. TABULATED 4. O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Flood Resistant COn9IruCTIoO-SBC7100 R324 B. A sin Is station smoke detector alarm device shall be Installed BRIDGING TO JOIST TOE-NAILED 2-Bd G N MEMBERS NTH G>0,49. FOR FRAMING MEMBERS NTH D.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED TO 3 INCHES 0. C. Foundation-Chapter 4 In each edroom, on all floors and shall be all Interconnected per code, BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-I6d Design based upon presumptive load bearing values of sandy gravel and or gravel 9• All bathroom without operable windows to be mechanically ventilated 3-I6d TABLE 3.10 WFCM 2001 HIGH WIND EDITION at 3000 pounds Os per New York State Code, LEDGER STRIP TO BEAM FACE-NAILED per square foot. Contractor to consult Artifact If different soil materials are 10. Heating to be designed to provide 70 degrees F. with outdoor ^x"s'a°1e s"T found upon excavation, designed oir-temperature of 0 degrees F. and 15 MPH wind, JOIST ON LEDGER TO BEAM TOE-NAILED 3-Bd PER JOIST wxo!®(we) 85 9D 10D 110 12n 130 140 15o p 11• All electrical work to be In accordance to the rules and or test hole, for alternative footing and foundation wall design. 0 3-i6d PER JOIST E F E F E F E F E F E F E F E F regulation of N.Y.B.F,U. and a N.Y.B.F.U. certificate Is BAND JOIST TOJOIST END-NAILED to be presented to the Owner at the completion of the job, r� I I f SHEATHING RAFTER Foundation Notes; W BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-I6d PER JOIST LocAnoN muss MAXIMUM NAIL SPACING FOR Bd COMMON NAILS 5/8" Anaor Bolts (SSTB-28) See chart on this sheet for spacing an the sewlumbing Installation s comply with State and Local codes SPACING OR 10 D BOX NAILS (INCHES O.C.) A and the sewage disposal system figure meat Health Department standards, LLI (SEE NOTE I) INCHES OC 8 poured concrete foundation wall, 8'-0" high, 3000 // test � ^I ROOF SHEATHING ( ) 14. Do not scale drawings. Use figure dimensions only. W l V In s 12 6 12 s 12 1z 1z 2 12 12 Minimum depth-Section 403.1.4, 48' minimum coverage to top of tooting 14. All work to conform to the rules and regulations of the New York ad SEE TABLE 3.10 INTERIOR s 1216 12 6 12 6 12 6 1z s z 6 s 2 16"xe" poured concrete wall footings, 3000y test Energy Conversation Construction Code. All glazed area to be double STRUCTURAL PANELS ZONE / r♦2-1 3/4"xil 7/8" Microlam Girder (or 3 1/2"xit 7/8" Power Beam) glazed and all exterior door to have insulated cores. `JDIAGONAL BOARD SHEATING PERIMETER 6 12 6 12 6 12 6 6 = 6 =fi 6=s s= 4" poured concrete floor slab with 6x6xy10 mesh and vapor barrier 15. The Insulatlon protection as Indicated on these plans exceeds z W 2-Sd PER SUPPORT EDGE ) 6 Damp proofing at exterior foundation below grade-Section R406 the Code's minimum standards. 1"Xfi" OR 1°X8" ZONE 12' 30'00"02" deep poured concrete column footings, 3000W test 16. These drawings and specification are Instruments of service and 0 3-8d PER SUPPORT eau mownu wax xwE muww an KM s 6 6 s fi' s'fi 6 ♦ a CONCRETE TO HAVE 5 TO 75 AIR-ENTRAINMENT shall remain the property of the Architect whether the project for 0 1"X10" OR WIDER - - - - P P Y P k auz mowNL M.a war Twne wro wwe BOARD So 6 s s s s s s s s s s' s' s' s' 6' s' Deck and porch flaotings as noted, 3000� teat, 48° minimum burled depth which they made is executed y not. They may not be used Q CEILING SHEETING eoARD sHiEA1HING on any other project except by written authorization of the Architect. ( 1 SHEATHING SIZE RAZZ Foundation wall to extend a minimum 8" above finished grade 17. Architect has not been retained for site supervision, on-gilts °-+ GYPSUM WALLBOARD 5d COOLERS 1" EDGE 10" FIELD IN SS MINIMUM NUMBER OF 6d COMMON NAILS g SPACING OR 10 D BOX NAILS PER SUPPORT All footing to be carried down to undisturbed soil Inspection and Gertlticatlns as required or requested by the Owner, Q WALL SHEATHING (SEE NOTE 1) (INCHES DC) No footing shall be set higher than a 30 degree angle from any other footing contractor or local building department. J 1 x e ox 1 x e sxux«o 2 - 19 z z z z z z z 2 2 z z z z z z Pour no concrete on frozen ground or In freezing water. 0 STRUCTURAL PANELS 8d SEE TABLE 3.10 ,x 10 a carA1 slunx,N 12 - 19.2 3 3 3 3 3 3 3 3 3 3 ] 3 J 3l 31 31 Provide 3 1/2' steel Icily columns. FIREBOARD PANELS E- NAIL SPACING AT PANEL EGDE IN Back611 shall not be placed against the wall until the wall has sufficient I- Q ( ) strength and has been anchored to the floor above, or has been sufficiently UPLIFT - CONTINUOUS PATH CONNECTORS F. NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) 6d 3" EDGE 6" FIELD braced to prevent damage b the backflll (Section R404.1.7. ]/i6" I 1. FOR ROOF SHEETING NTH 4 FEET OF PERIMETER EDGE CH THE ROD, INCLUDING THE 4 FEET ON EACH P 9 Y ( ) cc I- Bd 3" EDGE 6" FIELD SIDE UL ROOF PEAK, THE 4 FOOT PERIMETER ZONE ATTACHMENT D TO STUD F SHALL BE USED Floors a WFCM Prescriptive Method. USE SW PRO STRONG-TIE CONNECTORS L 25 32" / 2. TABULATED 12"FRAMING NAIL SPACING ASSUMES SHEETING ATTACHED IN STUD FRAMING MEMBERS NTH Floor homing shall be nailed In accordance with Table 3.1 WFCM HIGH WIND EDITION. FOLLOW PRODUCT SELECTION GUIDE AND 5d COOLERS I" EDGE 10" FIELD 3. FOR. FOR FRAMING MEMBERS NTH 0.ZED BOX THE NAIL BE PERMI SHALL E REDUCED TO 6' O.C. Flrebl cking - coonSection 02.13. INSTALLATION MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD / 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED FlfebloCking - SOC1100 R502,13. CONS`IRUCTION CATALOG C-HW02 0 � W Q HARDBOARD ad (SEE TABLE 3,11) FOR COMMON NAIL4. TABULATED NAIL SPACING SASSUME A BUILDING LOCATED W EXPOSURE B Floor Construction: ANCHOR BOLTS IN FOUNDATION USE; 1J..1 PARTICLEBOARD PANEL ad SEE TABLE 3.11 (TABLE 3.11 WFCM 2001 HIGH WIND EDITION 3/4" plywood subfloor, fasten per Table 3.1 WFCM. SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie DIACONAL BOARD SHEETING WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND Floor - acing as noted.Fasten j"per Table 3.1 WFCM.ists: see Foundation and Floor Plans, a P NOTES FOR SPACING U210 2X6 QUJ W LOADS EXPOSURE B 2-2x6 ACQ sill with termite shield and sill seal. SILL PLATE TO RIM JOIST USE: W 2-ae PER SUPPORT AT EACH RAFTER 1"X6" OR 1"XB" Finish floors per agreement. LTP4 i6" O,C, AT EXTERIOR PERIMETER Q SHEATHING LOCATION STUD SPACING BRACING WALL PERMRER MAXIMUM N NAIL SPACING AND GARAGE/HOUSE COMMON WALL 4-10d X 1 1/2" 1"XiD" OR WIDER 3-ad PER SUPPORT OR PANEL SIDING FOR Bd COMMON NAILS W011 construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH ENO FLOOR SHEATHING NOTEWallframing and finishing shall be nailed and or screwed In accordance with (SEE NOTE 3) (1/2- ANCHOR BOLTS) WFCM, Table 3.1 table 3.38,sections 3.2.2.1, 3.2,2.2, 3.2.2,3, 3.21.7 GARAGE STUD GARAGE SILL PLATE USE; NOTE: STRUCTURAL PANELS 4' EDGE ZONE 16 E e 1x6 fascia, wrap SSP CONNECTOR AT 16" O.C. 1' OR LESS ad 6" EDGE 12" FIELD F 12 BEE NOTE 2 Overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING INTERIOR ZONE E 6 Vinyl vented soffite. GREATER THAN V tad 6" EDGE 6' FIELD 16 F 12 Alluminum gutters and leaders. Siding; see Elevations. RIM JOIST TO STUD CONNECTION USE; MEMBER WITH 2-1/2" X 5" LAG Tyvek housewrap. MTS 36, 16" O.C. DIAGONAL BOARD SHEATING (TABLE 3,11 WFCM 2001 HIGH WIND EDITION) 1/2" plywood shooting, see fastening schedule, Table 3.1, 3.9 WFCM, USE (4)-8d NAILS AT EACH END BOLTS AT 16 ON CENTER 1"X6" OR 1"XB" 2-8d PER SUPPORT 2x4x Studs 0 16' o,c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE; WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND 1/2" Gypsum wall board VISTA 36, 16" G.C. 1"X10" OR WIDER 3-8d PER SUPPORT LOADS EXPOSURE B axe;ECUs MT 5/8"Type X GINS in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END wm vrm(ww) 35 90 100 Ill 120 130 140 150 1/2" MR GWS In wet areas Simpson Strong-Tie 0 1. NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL SHEATING IS wTxvcwwu x,uTxwo At least one window In each sleeping room shall comply with the exit regirements RAFTER TO STUD CONNECTION USE: _ NAILED 3" ON-CENTER AT THE PANEL EDGE E I F I E I F I E I F I E I F I E I F I E I F I E I F I E I F of section R310. MTS 36, EACH ROOF RAFTER U210 2X6 H D TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR SHEATHING STUD Note drilling and notching limitations In figure R602.6(1) for bearing walls and USE 8 16d NAILS AT EACH END N LOCATION SPACING MAXIMUM NAIL SPACING FOR Ed COMMON NAILS figure R 602,6(2) for non - bearing walls. RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST Z ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. (BEE NOTE 1) (INCHES OC) OR 10 D BOX NAILS (INCHES O.a.) Follow exterior corner framing detail figure R602.10,5 H7 EACH ROOF RAFTER 4-1Od x 1 1 2' Q SHALL BE USED TO MAINTAIN THE LOAD PATH. / ' 2, WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED INTERIOR 12 6 12 6 12 6 12 2 12 12 12 12 V i6 6 6 6 6 2 6 12 6 2 s 2 Roof assemblies - WFCM Prescriptive Method (WFCM 3.2.1.1 Table 3.1/ 3.8) DECK POST TO CONCRETE CONNECTION USE: TO BE REDUCED TO 1-6d NAIL PER FOOT, ZONE 24 Asphalt strip shingles shall have minimum of six (6) fasteners per shingle (section POS44A FOR EACH POST PERIMETER EDGE 6 12 6 12 6 12 6 fi 6 6 2 6 12 R905.6) z ZONE 16 tz 1z 12 DECK POST TO GIRDER CONNECTION USE: 3 SIMPSON z 2 12 1 s 6 s Underlayment application (Section R905.2.7.)nolling see table 3.8 PC44 FOR EACH POST < E For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- SIMPSON H-a USE W/ONLY BOARD BREATHING OR LAP SIDING ❑ ,i 4'6° ANCHOR BOLT (14") percent slope), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 5- 8D TO STUD ONE SILL SHEATHING SIZE RAFTER u to four 4 units vertical twelve 12 units horizontal 33 -percent slope 4- aD TO PLATE PLATE IN B" MI PLATE muss MINIMUM NUMBER OF Bd COMMON NAILS n ( ) ( ) ( P P )� MT512 ® EACH JOIST 7" MINIMUM EMBEDMENT SPACING OR 10 O BOX NAILS PER SUPPORT underlayment U210 2X6 (EVERY STUD) STUD TO S SEE NOTE 1) (INCHES OC) shall be two 2 rs a (led in the followin manner, A I A 19-Inch 483 stri PORCH POST TO DECK USE: w' ATTACH T (SEE ANCHOR SCHEDULE, 1 x e n 1 x e seAtxwe O y" FP g PP Y ( ) p D•• AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) 1 x wa woa FxIAIN 12 - 2a 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 of PS720 (ALIGN WITH JOIST BELOW) underlayment felt layers with and starting at the eaves , (fastened sufficiently to SIMPSON E- NAIL SPACING AT PANEL EGOS (IN) hold In place, PORCH POST TO GIRDER USE: PS720 F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL REM (IN> Starting at the save , apply 36- Inch wide (914 mm( sh"ts of undedayment, PORCH ROOF RAFTER TO GIRDER USE; PHD5-SO53 1. FOR WALL SHEATING NTH 4 FEET OF THE CORNER, THE 4 FEET EOGE ZONE ATTACHMENT overlapping H2.5A AT EACH ROOF RAFTER CZ 14 $DS );" X 3" WOOD SCREWS REQUIREMENTS SHALL BE USED. 4-10d X 1 1 2 ' ( ) 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS NTH successive sheets 19 Inches (483mm), and fstened sufficiently to hold In place. v 7" MIN EMBEDMENT 0>0,49, FOR FRAMING MEMBERS WITH 0.42<G<0,49, THE NAIL SPACINGS SHALL BE REDUCED TO 5' O.C. For roof slopes of four (4) units vertical in telve (12( units, TYPICAL PORCH Z DECK L�D G E R U (SEE FOUNDATION PLANS A-3.1 AND 3. FOR EXTERIOR PANEL SIDING . GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED `° .• FOR COMMON NAIL toe Protfctlon (Section R905.2.7.1 Y' A-3.2 FOR LOCATION) 4, TABULATED NIML SPACINGSASSUMEA BUILDING LOCATED IN EXPOSURE B ) CONNECTIONS 4 a.'. Underlayment In High wind (Section R905.2.7.2) O • ;.!.. (MINIMUM DOUBLE STUD) T ^^++ m o. •° .'° SMSON STRONG - TIE Flashing (Section R905,2.8) STU Yz BEARING PLATE W _" •° A '4 .4 P A A �' ' r _ Energy Efficlencespaces - Chapter 10 A 'A ' <,; 1 1/4 COIL STRAP - 16 O.C. _ •�:•!• '4 •.' Mechanical - Chapter Chapter11, see attached report DOUBLE 2X MIN. A . 4 4 USE 4-3U NAILS ® EACH STUD, l FOR HEADER OR �' ° ;4 .•i,! �. •A 0' `.a A'•0 '4 General Mechanical System - Chapter 13 m 'A,A •°w,�. ° •� ° • ° • . Healtng and cooling equipment - Chapter 14 BE } • °,!d ! ° Exhaust Sustem - Chapter 15 • _ z -• ° '4°/,t ' 4 'n• 4d". 4 'A..4 ' ° \ Duct System - Chapter 1 r 17 a °.! e DOUBLE TOP PLATE MTS30 ROOF RAFTERS Simpson Strong-Tie AC4 a,• a ! Io„!!•• ° _ - Chimneys and Vents - Chapter 18 a: 4 4 "d ° e Plumbin - Part VII AT EACH POST L o T•A T,•1CA�:> ° SEE PLAN ♦ SP "g f/1 y 10� 1 3/4" 1MUM • ° °.!i°' A•. L �/� „' EDGE DISTANCE 'y° .3:•A ♦ HEADER LSTA21 Simpson Strong-Tie U FLOOR TO FLOOR KING STUDS CS20 IX" COILED ♦ P2" THREADED ROD y_ CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2 JACK STUDS OVERLAP AT EACH L x SIMPSON STRONG - TIE STUD 1 1 /4" COIL STRAP - 2"MINIMUM CNW NUT COUPLER SIDECOVER 16" O.C. USE 4-8D v �17 w , NAILS AT EACH STUD MIN EDGE MIN OVERLAP IS 12" 3 DISTANCE" JACK 0 SI L J SIMPSON STRONG-TIE AT2.5J • •o ":Y'• MIN EDGE SHEET N0. MTS36 OR 1 1 /4" STHD6 sb; DISTANCE" COIL STOCK FLOOR TO FLOOR Simpson Strong-Tie WRAP UNDER SILL PLATE AT EACH ROOF TYPICAL STRAPPING FOR *NOTE SEE MANUFACTURERS D MIN. OVERLAP IS 12" RAFTER USE B-16D FRAMED OPENING EXTERIOR WALL CONNECTIONS: AB EACH POST FOOTING INSTALLATION S ANCE CHART FOR - 2 SILL PLATE TO RIM JOIST AND STUD TO ROOF RAFTER NAILS AT EACH END, CANTILEVER CONDITION RIM JOIST TO STUD CONNECTION CONNECTION 12" IMIN OVERLAP PER WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS COMPONENT