The URL can be used to link to this page

Home My WebLink About35017-ZTown ofSoutholdAnnex 54375Main Road Southold, New Yorkl1971 CERTIFICATE OF OCCUPANCY No: 35279 Date: 11/7/2011 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: RESIDENTIAL ADDITION 1040 FOUNDERS PATH SOUTHOLD, Sec/Block/Lot: 64.-2-15 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/23/2009 pursuant to which Building Permit No. 35017 dated 9/23/2009 was issued, and conforms to all of the requirements of thc applicable provisions of the law. The occupancy for which this certificate is issued is: second floor addition to an existing one family dwelling and non-habitable second floor addition garage as applied for. The certificate is issued to Smith, Justin & Smith, Susan (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 9/20/11 35017 10/14/11 ~/ John W Rcig~h~ert 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. ~ Z Date SEPTEMBER 6, 2007 Permission is hereby granted to: JUSTIN & SUSAN SMITH 1040 FOUNDERS PATH SOUTHOLD,NY 11971 for : SECOND FLOOR ADDITION TO AN EXISTING SINGLE FAMILY DWELLING W/O NEW ENTRY OR SECOND STORY OVER GARAGE. 1040 FOUNDERS PATH Section 064 Block at premises located at County Tax Map No. 473889 pursuant to application dated AUGUST ova'" SOUTHOT,D 9, 2007 0002 Lot No. 015 and approved by the Building Inspector to expire on MARCH 6~~ Fees 449.20 ORIGINAL Rev. 5/8/02 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. 35017 Z Date SEPTEMBER 23, 2009 Permission is hereby granted to: JUSTIN & SUSAN SMITH 1040 FOUNDERS PATH SOUTHOLD,NY 11971 for : SECOND FLOOR ADDITION TO AN EXISTING SINGLE FAMILY DWELLING W/O NEW ENTRY OR SECOND STORY OVER GARAGE. THIS PERMIT REPLACES 33363. at premises located at 1040 FOUNDERS PATH SOUTHOLD County Tax Map No. 473889 Section 064 Block 0002 Lot No. 015 pursuant to application dated SEPTEMBER 23, 2009 and approved by the Building Inspector to expire on MARCH 23, 2011. Fee $ 449.20 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTItOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF occUPANcy This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic featurfs. 2. Final Approval from Health Dgpt. of water supply and sewerage-disposal (S-9 form). 3. Approval ofelectrieal installation from Board 6fFire Underwriters. ' 4. '8w. om statement from plumber certifying that the solder used in ~yatem contains less than 2/10 of t% lead. 5. Commercial building, industrial building, m~tiple residences and similar buildings and installations, a certificate of Code ComPliance'from architect or engineer responsible for the building~ .6. Submit planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) don-conforming useS, or buildings and "pre-existing" land uses'.' 1. Accurate survey of property showing all property lines, streets, building and. unusual natumJ or topographic features. 2. A properly c--gmpleted appiicati0n and consent to inspect signed'by the applicant. Ifa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $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 $50.00, ~. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy- $:25 . 4_ Updated Certificate of Occupancy- $50.00 · 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Location of Property: Old or Pre-existing Building: Hous~ No. Owner or Owners of Pwporty: Suffolk Co.unty Tax Map No 1000, Section Subdivision Permit lqo. ~ ~0 I '"'] Dat~ of Permit. (check one) Street Hamlet Ffl~ Map. ~t: Health Dept. Approval: Planning Board Approval: Undervaiter~ Approval: Request for: Temporary Certificate .Foe Submitted:$ '- ~"~ Final Certificate: ~ (check one) Applicant S gnatfire Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 rofler, richert~,town.southold.n¥ us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Justin & Susan Smith ~,ddress: 1040 Founders Path City: Southold St: NY Zip: ~uilding Permit #: 35017 Section: 64 Block: 2 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: DBA: Custom Lighting of Suffolk License No: 38893-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 INVENTORY Wall Fixtures Smoke Detectors Service 3 ph Hot Water GFCI Recpt Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixtur~u Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures ~ TVSS Other Equipment: 1-paddle fan, 1-exhaust fan Notes: Inspector Signature: Date: Oct 14 2011 81-Cert Electrical Compliance Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, blew York 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. Owner: '? 3 a · (Please print) Plumber: (Please print) Date: j / [/ I certify that the solder used in the water supply system contains less than 2/10 of 1% Sworn to before me this ,~o~ .~/2~{- dayof~, 20 1{ (Plumbers Signature) WENDY L. KUKLA Public, 8rate of New Yo~ No. 01KU6176871 C Qualified in Suffolk County ommission Expires 11/051201 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] ~LATION [~FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) DATE --~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPE~"I'ION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~ ELECTRICAL (FINAL) REMARKS: DATE INSPECTO~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLB~G. [ ]FOUNDATION 2ND [ ]IN~J~I~N [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY ~ ]FIRL=~AFE'rY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) DATE INSPECTOR_~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [~ ]~ULATION [ ] FRAMING/STRAPPING [I~]~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) , ] ELE~,.tCAL (FINAL) REMARKS: DATE INSPECTOR FOUNDATION (1ST) FOUNDATION (2ND) ROUGH FR2LMING & PLU'NIBING ~S~ATION PER N. Y. STATE E~RGY CODE TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Soutb Ad/ PERMIT NO. 3'"~:> ~ :~ N 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. ~/ ~ ~'1 Trustees Examined 1~~,20 ¥,~ ff~ , I~{ Contact: . ~t~I/ " -~i, ~~to~ INSTRUCTIONS 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 promises, 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 Deparlment 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. ~_~x [~~x~ ~)~ (Sigh~t_a~e of applicant or name, ifa corporation) ' (Mailing address °f'appiidant) ~149~018 · . ,//p?, State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electncmn, plumber or builder Nameofownerofpremises dU.~-'']~ :' ~ Y~/~,/'// /:dt/c~/'~ (As on the tax roll 6r 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: loVE} /7 r/-/ House Number Street County Tax Map No. 1000 Section 4 {/ Subdivision Hamlet Block ~-- Lot/d' Lot Filed Map No. (Name) 2. State existing use and occupancy of premises and intended use and occupancy ~ fproposed construction: a. Existing use and occupancy 0 ~~' b. Intended use and occupancy ~~~,~ 3. Nature of work (check which applicable): New Building Addition 2 ~fl ~ ~/dx31i~Alteration Repair Removal Demolition Other Work t~,cscription) 4. Estimated Cost~"(~('~/(~(~, Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front -~(~ Height / (~ Number of Stories Rea Dimensions of same structure with alterations or additions: Front Depth. Height Number of Stories 8. Dimensions of enti~ n~ew construction: Front :~ ('~e'O~ff ~ Rear ~:~/'~,~ac ~ Height "~ -6 Number of Stories Depth Rear .Depth "2 9. Size of lot: Front Rear .Depth 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 of premises Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY 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) SS: COUNTY OF.5~s~,e-~lk, ) ~o.-x,~,.o 0,x ~ r~z ~L ~ 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. Sworn to before me this ~+~" dayof ~ o,~ .~ ~r 200~ ~ Notary Public ~ (~ John M. Judge NOTARY PUBLIC, State of New York No. 01JU6059400 Qualified In Suffolk County Commission Expires May ~9, 20 ~ Signature of Applicant Town Hall Annex $4,375 Main Road P.O. Box 1179 Southold, ~ 1197b0959 Telephone (631) 765-1802 BUILDING DEPARTMENT TO'tN OF SO UTHOI$1 APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: *Name: *Address: *Cress Street: *Phone No.: Permit No.: Tax Map District: Date: %/. JOBSITE INFORMATION: (*Indicates required information) 1000 Section: *BRIEF DESCRIPTION OF WORK (Please Pdnt Clearly) Block: OLOLO (~ Lot: (~_ ~5" (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: ~ NO Rough In YES / NO Temp Information (If needed] *Service Size: 1 Phase *New Service: Re-connect Additional Information: 82-Request~rlnspection Form 3Phase 100 150 200 300 350 400 Underground Number of Meters Change of Service PAYMENT DUE WITH APPLICATION voo lJ Itu Other Overhead Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: B.C.T.M. #: District Section Block Lot THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 8TORM-WATER~ GRADINGr DRAINAGE AND EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? ~_E.l~_~$ __ No 2 3 4 5 6 7 8 9 (This item will include all mn-off created by site clearing and/or construction activities as well as ail Site ~mprovements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface Wated%w! Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Pamel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is there a Natural Water Course Running through the Site? Is this Pmject within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vedical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This Item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Strum-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitt EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Pmject? Note: ~fY~uAnsweredYest~th~sQuest~~n~aSt~rm~~ater~Grading~Dra~nage&Erosi~~c~ntr~~P~anisN~TRequIred~ ~ -- STATE OF NEW YORK, COUNW OF ................... SS That I, .....~.....~..:....~....~...~'ou~ ........................... being duly swom, de'poses and says that he/she is the applicant for eernfit, (Name of individual signing Document) Sd t~at he/she is the .... .~._.u~...n...~..r'~. .......................................................................................................................................... (Owner, Conlractor, Agent, Corporate Of~cer, etc.) Owner and/or representative of the Owner of Owner's, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; .................... . ..0[. ..................... day of ....~...~.. ................ 2 .(~....'~ FORM - (~$sion [ ~:, ..__ TOWN OF SOUTHOLD OPERTY RECORD CARD FORMER OWNER ~s. ~/4 ~EAs. IMP. Tillable 2 Tillable 3 Woodland STREET N VILLAGE E W VL FARM COMM. TOTAL DATE Swampland Brushland House PInt,~ ,.. DISTRICT S.UB. ACREAGE TYPE OF BUILDING LOT REMARKS Total Extension ~ ~ ~. I 0 z b%r) ( Basement ~ ) ~t. Wallsj ~.: /~ Interior Finish Extension .~ ~ I f) - ~0 ' ExtenSiOn ~c~ (~ [~ z ~o~ 7~ Fire Place : , Porch Attic /O ~ E-- ,~ (? /% &¢~,~ ~ Rooms Ist Floor Breezewa,, ¢% ¢ z ,,., (¢ :: Z ~ Patio Rooms 2nd Floor Garage .~Z~ ~ ~Z,~6 I O0 ~' Driveway O.B. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: July 29, 2011 TO: Joseph Fischetti for Justin & Susan Smith P O Box 616 Southold, NY 11971 Please take notice that your application dated September 9, 2009 For permit for an addition & alteration to an accessory garage at Location of property 1040 Founders Path, Southold, NY County Tax Map No. 1000 - Section 64 Block 2 Lot 15 Is returned herewith and disapproved on the following grounds: The proposed construction~ to this accessory garage, is not permitted pursuant to Article IV~ Section 280-18 which states: No building or premises shall be ... altered in the R40 District unless the same conforms to the requirements of the Bulk Schedule... with the same force and effect as if such regulations were set forth herein in full. The required f~ont yard setback for this lot is 40'. The proposed second floor setback is 34.1'. In addition, the proposed construction is not permitted pursuant to Art. IIl Sec. 280-15 The maximum allowable height is 22' The proposed 2ncl floor addition will be 25' in height. Patricia Conklin, Permit Examiner PROFESSIONAL ENGINEER 1725 HOBART ROAD / PO Box 616 SOUTHOLD, NEW YORK 11971 TEL:631.765.2954. FAX:631.614.3516 · e-mail:joseph@fischetti.com Date: Reference: August 4, 2007 1040 Founders Path Mike Verity, Building Inspector Southold Building Dept PO Box 1179 Southold, NY 11971 Dear Mr. Verity, I have inspected the existing sanitary system for Ms. Susan Smith at the above referenced home. I certify that the system consists of a 1000 gallon septic tank and 8 foot diameter leaching rings with 12 feet of leaching and that the system was in operating order when inspected. The system is adequate for a 4 bedroom home in accordance with Suffolk County standards. ~ Jo~ph Fischetti, P.E. MAR - 4 2O09 BLDG. DEPT, TOWN OF $OUTHOI. D PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616 SOUTHOLD, NEWYORK 11971 TEL: 631.765.2954 · FAX: 631.614.3516 · e-mail: joseph~fischetfi.com Building Inspector Southold Building Department Main Road Southold, NY 11971 Date: Reference: 9/26/11 Justin & Susan Smith BP# 35017 Dear Sir, I have inspected the construction on 1040 Founders Path during the construction of the 2 floor. The following inspections were done and found in compliance with New York State Building Codes: 2. 3. 4. 5. Framing Inspection High Wind Strapping Fire Caulking Insulation Plumbing with pressure testing I certify that the newly constructed 2"d floor complies with New York State Codes. Permit if Permit Dote REScheck Software Version 3.7.3 Compliance Certificate Project Title: New 2nd Floor Addition Report Date: 04/18/07 Data fllename: Untided.rck Energy Code: Location: Construction Type: Heating Type: Non-Electric Glazing Area Percentage: 11% Heating Degree Days: 5750 Construction Site: Founders Path Southold, NY 11971 New York State Energy Conservation Construction Code Suffolk County, New York Detached I or 2 Family Owner/Agent: Justin Smith DesignedContractor: Joseph Fischetti Professional Engineer 1725 Hobart Road Southold, NY 11971 631-765-2954 Ceiling 1: Flat Ceiting er Scissor Truss: 731 30.0 0.0 26 Ceiling 2: Cathedral Ceiling (no attic): 700 30.0 0.0 24 Wall 1: Wood Frame, 16" o.c.: 1280 19.0 0.0 69 iodow 1: Wood Frame:Double Pane: 135 0.350 47 T~i~[ 'epresented in this document is consistent with the building plans, specifications, and other calculations subn~ tion. The proposed systems have been designed to meet the New York State Energy Conservation Co~ When a Registered Design Professiooa[ has stamped and signed this page, they are attesting that ~th this perm'~p~ication. The off, ode requiremerlt~When a I._ ent, such Build ;signer ~ ,~, ny Name ~signer ~A~ ~,~ ~'~,' plans or specifications are in compliance w~ this (~ode. Date New 2nd Floor Addition Pa~e 1 (~ 1 LOT NUMBERS REFER TO "FOUNDERS ESTATES" F/LED IN THE SUFFOLK COUNTY CLERK'S OFF/CE ON MA Y 10, AS FILE NO. 8J4. 1927 THE LOCATION OF SEPTIC SYSTEM SHOWN HERON ARE FROM F/ELD OBSERVATIONS AND / OR DATA OBTAINED FROM OTHERS. N SURVEY OF PROPERTY A T SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-64-02-15 SCALE' 1'--$0' MA Y 21, 2007 AREA=22,111 SO. FT. · =MONUMENT ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOl-AT/ON OF SECTION 72090F THE NEI¢ YORK STATE EDUCATION LAI~. EXCEPT AS PER SE¢iTON 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VAI. ID fOR THIS MAP AND COPIES THEREOF ON& Y IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNA lURE APP£ARS HEREON. I ~ - ~," I ~) I I I I I e, co~ ~,~ I,' I ~/ ~ - ~ /~ ~ / ' :~ , ,' Venire Fire Pro[et[ion Macari Vineyard ~ S~IN~ Hm. w/l~e~EOa~ OU~O 1221 Suffolk Ave North Road ~ ~OW ~TCH ~ ~' 21Z RmAB~ MOD~ FI~ B~ UPRIGm SPRINK~ Hm. j Brentwood NY 11717 Mattituck, NY ~ D ~c. A~M BE~ ~P. RINK~ .m. F~F. 631 231 5173 "~ ~0 REAR ELEVATION FRONT ELEVATION SCALE: i/4" = 1~-0'' SCALE: 1/4" = 1'-0" D~WN BY: 3F/MH _ _ LE~ ELEVATION RIGHT ELEVATION ]une 05, 2011 S~LE: 1/4" 1'-0" S~LE: 1/4"= 1'-0" = S~LE: NTS SHEET NO: 3' HIGH RAILING ~," SUBFLOOR 9-1/2 TJJ23O WOOD-I FJ @16"O~C {2) 1-3/4Xl1-7/§ ML w/ 1/2" STEEL FLITCH PLATE EXIS~NG EXISTING SECTION A-A SCALE: 1/4" = 1'-0" "J I: ': / WIND-BORNE DEBRIS PROTECi ION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609,1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) / / / / / / / / 24'-O" 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0" / ,,,,,,,," ROOF P~N REPLACE EX DOOR (2) 1-3/4Xll 7/B ML HDR 24'-0" iST. FLOOR PLAN SCALE: 1/4" = 1'-0" ~%7~ ~o ~z~ '~' Z DRAWN BY: ]F/MH June 05, 2011 SCALE: NTS SHEET NO: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOUJING APPRO'v'ED USP METAL C. ONNEC, TOR,5 FOR PROPER IUIND RESISTANT ~ GOOD CONSTRUCTION. FOLLOIU MANUFACTURE'~ RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RAFTER -- ~ )~ ~ WALL STUD I HEADER DOUBLE JOIST Z 0 FLOOR USP NUMBERI 3ESCRIPTION APPLICATION / 1 ST. ADS5 I HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ~ ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR ~OISTS UNDER FOR ADDED SUPPORT L~J i CONNECT TO 1 SiDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION .OCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION ~ APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITR THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ~OIST DIRECTION WITH (2) ~OISTS. UNDER WALL. i 2ND. ADS5 ANCHOR PLATES OF 1 ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"xl 2" 20ga. STRAF APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAF APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGERi ~PPLY TO EACH RAFTER:/LEDGER i FOR ;TOIST NOT DIRECTLY UNDER PARALLEL WALLS. PROVIDE I FHE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUN 2X10 LS210 18ga, SLOPE HANGER ~PPLY TO EACH RAFTER:/LEDGER SLOCKING ~24"0C VENTS SELECTED AND ~ CATED BY CONTRACTOR ~ O METAL STRAP ~ · ~' I CRICKET AT TOP-SIDE OF '" VENTILATION CHANNEL i Z ~J~ O RIM BOARD O /CHIMNEY AS REGUIRED 0 SILL PLATE(S) () WALL SHEATHING ...... ' ' FINISH WALL AND MOISTURE ~ ~ 2x4 LEDGER BLOCKING STAPPING TO SE ATTACHED TO WALL STUDS ~4g"OC BARRIER TO LAP FLASHING ATTIC SHALL BE PROVIDED WITH A ~ ~/ ~ ~ ~ FASCIA AND ALL WINSOW/DOOR OPENING JACK STUDS ~ / / AT WALL -- MAINTAIN GAP MINIMUM NET FREE VENTILATING AREA - FLOORJOISTDEPTHUSP.UMBSR DESCRIPTION ^PP.DATION ' /BETWEENWALLFINISHANS --Gu'r'rE. ~, THE SPACE VENTILATED ALL OPENINGS ~ ,_ INSTALL 4'0" D.C. " VE ED W ~ CORROS ON- i [CONTZ~OkcONTIN' SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAF AND JACK STUDS ~, SHALL BE CO R I H I FFIT / EXT. PLYWOODRESiSTANT METAL MESH WI'TR ON ALL OPENINGS ~ ~ / /~.., / PROVIDE HEMMED EDGE AT ~ MESH ,,STALL4'0" D.C. ' ANDFLAS"INGT0 FD,MCHANNELsD ASTO, NAINTAI, AI, LOCATION USPN'.'MSER DESORIPT,ON ^PPL,OAT,ONoo,NEDT TO OPENINGSOE .INC, DI 'E,S,ON. S, OF= TE RAVE 8" - ~4" LSTA30 1-1/4"x30" 1Sga. STRAF AND JACK STUDS '~/~,. ~/ ~' - , .~, '~-~'~"-~- GAP TO FREVIENT CAPILLARY 4" - 6" RAFTER RTl 0 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER 3N ALL OPENINGS PROVIDE BLOCKING BETWEEN ~OISTS THAT ARE SPICED AND 14" - 16" LSTA36 1-1/4"x36" 18ga, STRAP AND JACK STUDS~ ~' ~'~ :8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR CONNECT TO ON ALL OPENING~ ~ > KEEP ROOFIh~G NAILS OUT RAFTER ~ SAGE FLASHING WRAP~S CORNERS, RIDGE CAP OF SJAME INCHEG AND ~APS NAILED TO SHEATHING SHINGLES AT BASE MILK. 4 INCHES THROUGH VENT ' I i TOP PLATE GIRDER/HEADER I - 511::>E WALL FLASNIN WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS AND ALL WINDOW/DOOR OPENING ~TACK STUDS METAL FLASHING AT ALL EAVES, 51DELUALLG, WALL STUD FLOOR JOIST DEPT~ USP NUMBER DESCRIPTION APPLICATION AND i~A~E~ -- PROVIDE HEP1MED EDGE5 GO 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS pRE'./ENT CAPILLAf~¥ ACTION LOCATION USP NUMBER DESCRIPTION ~ APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. i-i/2" ALL ~OISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WTrH ~ r~ DN ALL OPENING~ , CONNECT EACH RIDGE VENT FOLDS FSOM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" D.C. ~AFTER/pLATE RTl 5 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIS PASSAGE IF ABLE, SET FIR ~OISTS APROX. 1/2" HIGHER THAN LVL READERS-~, UJ s" - 16" MSTA48 1-1/4"x48" 16ga, STRAP AND JACK STUDS I ' CONNECT OVER CONFORM TO SLOPE TO ALLOW FOB SHRINKAGE. ~ REDUCE BUMP OUTS ~ UJ I DN ALL OPENING~ PLATE/WALL SPTH4 STUD PLATE ANCHOR :~LATES TO EACH STUN OF ROOF Z DBL. SILL PLATE 'i) BUR)FLOOR SILL GASKET ; [UOOD JOIST5 I X L~ RODE ',, r,J) n' O co ,~ ~ / I / COMPACT FILL ~ > t ROOFING LAPS TOP AND [BOTTOM PLATE KEY~VAYFOOTING > A CONC. FTG. ~ '~, s. '~, (USPLBPS58ORBP583) ~ (~ r~ % ~' ANCHOR BOLT CONNECTION USEWITH3x3SQUAREWASHERS SIDES AND TOP I/2" GROUT FOUNDATION 5tS"DIA. ANCHORSOLT , I I I '" ~" STEEL COLUHN SILL pLATE TO FOUNDATION ROOFING AT B TTOM (CRAWL SPACE OR FOUNDATION} I STORY 72" DC TYPICAL E~EAM DETAIL SILL PLATE TO FOUNDATION TYPIEAL CONE. FOUNDATION. APPLY PILASTESS MIN. B" STEEL COLUMN ANCHORED TO 24"x24"x12" CONE. FTC. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36" DC STEEL / ESOTTOM ESEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BO'r'rOM plATE TO FOUNDATION - (SLAB-ON-GRADE) 1-2STORIES s7"oc ROOF JACk5 ~ YENT5 DETAIL ii//// DOOR FRAME SXSI0/'mWWM //// USE XS i DRAWN BY: ]F/NH COMPACT FILL 4" ~ A , r/// FORBLOCKOUT~ STEEL BEAM ' o , ¢ ..; STEELSEA. TOALLOWFOSSSRIN GE SCALE: NTS r '[ 4 ~REINFORCINGBAR s . ~ ~, ~ REINFORCING BAR ~,~ 12" OF CONTACT W~H CONCRETE OR CONE. BLOCK R~FORCE FOOTING W~H (2) '4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM ~ARAGE DOO~ ~EAM ~OCKET <~. KING STUDS ' ~ RAFTER ~ ~ WALL STUD ' ~::~ HEADER DOUBLE JOIST SIDEWALL RAFTER FLOOR USP NUMBEF ~ESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 BIDE OF ALL CORNERS 1 ST. ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR ~OISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 S~DE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION .OCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ~OIST DIRECTION WITH (2) ~OISTS. UNDER WALL. 2ND. ADS5 ANCHOR P~TES OF 1 ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"xl 2" 20ga. ST~F APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAF APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER;i ~PPLY TO EACH ~FTER:/LEDGER FOR ~OIST NOT DIRECTLY UNDER PARALLEL WALLS. PROVIDE THE FLOORS TO EACH OTHER W/THR~DED ROD. ALL OPENINGS RT3 OR R~ ~DOWN ANCHOR APPLY TO EACH CRIPPLE STUN 2X10 LS210 18ga, SLOPE HANGER' ~PPLY TO EACH RAFTER:/LEDGER BLOC~NG ~24"0C VENTS SELECTED AND ~ CATED BY CONTRACTOR METAL ST~P ~ mCRICKET AT TOP-SIDE OF ~ V/NTI~TION CHANNEL SILL P~TE(S) (~ WALL SHEATHING R~FTE~ STAPPING TO BE ATTACHED TO WALL STUDS ~4~"OC BARRIER TO ~P F~SHING ATTIC SHALL BE PROVIDED WITH A ~ ~/ ~ ~ ~ FASCIA AND ALL WINDOW/DOOR OPENING ~ACK STUDS ~ / ~ AT WALL -- M~NT~N GAP MINIMUM NET FREE VENTI~TING AREA - ~, THE SPACE VENTI~TED ALL OPENINGS ~ ,_ INSTALL 4'0" D.C. ' VE ED W ~ CORROS ON- CONTIN. SCREENED VENT 4" - 8" LSTA24 ¥1/4"~4" 20ga. ST~F AND JACK STUDS ~ - FF~ / EXT. PLYWOODRES[STANT HETAL HESH DN ALL OPENINGS ~ ~ ~ ~ / PRO,DE HE~MED EDGE AT , MESH "STALL 4'0" OmC' ' ~ ~ /~ /~ ~N~FLASH'NG T0 FOR" ~H~NNELso AS T~ "~NT~N AIR LOCAT'ON U~P NUMBER DESCRIPTION APPLICATIONcoNNECTTO OPEN'ECS O~ ~' '"~" ~ D[~[NSIO"m ~OFF)Tm B" - 14" LSTA3O 1-1/4"x30" 18ga. ST~F AND JACK STUDS ~ ~ ~/ ~' -~~ GAP TO PREVENT CAPILLARY 4" - 6" ~FTER RTl 0 10-3/4" x 18ga. ~DOWN ANCHOR ~CH ~FTER 3N ALL OPENING~ PROVIDE BLOCKING BE~EEN ~OISTS THAT ARE SPICED AND 14" - 16" LSTA36 1-1/4"x36" 18ga, ST~P AND JACK STUDS~ ~~~ :8" - 12" ~FTER R~0 21-1/8" x 20ga. ~DOWN ANCHOR CONNECT TO ~CH ~ER ~OFFITED EASE DETAIL ~FTER ~ BASE FLASHING WRAP~ CORNERS, RIDGE CAP OF SJAME SH~GLES AT BASE HI~. 4 INCHES THROUGH VENT 'm m TOP P~TE GIRDER/HEADER - IDE WALL FLASHING WOOD JOIST 1ST. FLOOR WALL STAPPZNG TO BE ATTACHED TO WALL STUDS AND ALL WINDOW/DOOR OPENING ~ACK STUDS M~AL FLASHING AT ALL EA~ES, SIDEWALLS, WALL STUD 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS P~T CAPI~A~T ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL ~OISTS CONNECTED TO A FLUSH H~D[R TO BE SUPPORTED W~H 3N ALL OPENING~ CONNECT EACH RIDGE VENT FOLDS FROH P~K TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" D.C. ~AFTE~P~TE RTl 5 ~DOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO ~R P~SAGE [F ABLE, SET FZR ~OZSTS APROX. ~/2" HIGHER THAN LVL H~DERS 8" - 16" MSTA48 1-1/4"x48" 16ga, ST~P AND JACK STUDS CONNECT OVER CONFORH TO SLOPE TO ALLOW FOR SHRINKAGE. ~ REDUCE BUHP OUTS 3N ALL OPENING~ PLATE/WALL SPTH4 STUD P~TE ANCHOR ~TES TO EACH STUN OF ROOF TERMITE SHIELD , + ~ ~ "~ F~SHING AT ~ITH I/2" x ~" ANCHOR ~OLT % ~ ANCHOR BOLT CONNECTION us~ WITH 3x3 SQUARE WASHERS I/2" GROUT (C~WL SPACE OR FOUNDATION) I STORY 72" DC TYPICal ~E~M DETAIL TYPI~L CONE. FOUNDATION. APPLY PIASTERS MIN. 3" STEEL COLUMN ~CHORED TO 2~"x24"x12" CONE. FTC. (C~WL SPACE OR FOUNDATION) 2 STORIES 36" DC STEEL / ~OTTOM BEAR WHERE NEEDED FOR STRUCTURAL BRACING. W~L BOSOM P~TE TO FOUNDATION (S~B-ON-G~DE) 1-2STORIES 57"OC ~OOF JACKS 4 V~T5 DETAIL 6x610/10 ~M DOO~ //// USE 2XB i ........ (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ?~ '[ 4 ~REINFORCINGBAR~ . ~ ~, ~ REINFORCING BAR ;,, ~ SHEET HETAL / 30~ FELT UNDER B~M AT PO~T ~ STEEL B~AM (BOLTED R~FORCE FOOTING ~H (2) '4 REINFORCING BARS. 3" MINIMUM ~EANIN~ SURFACE FOR WOOD BEAM GARAGE DOO~ ~EA~ POCKET GENEf ,L NOTE, 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 :onstruction details and procedures 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 'neats current federal, state, county and local codes, ordinances and regulations, etc. these codes ara to be considerad as pad of the specifications for this building and should be adherad to even if in variance with the plan. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for 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 prefabracted fireplaces meets or exceeds manufactura'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. I. Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. · All footings to rest on undisturbed (virgin) soil. (MiN. SOIL STRENGTH AT 2000psi) · Provide 1/2" expansion joint matedal between concrete slabs and abutting walls occuring in exterior or unheated intedor areas. ~). Any new concrete walls being attached to existing concrete structure shall be installed wfih ~- re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 5)· Unless otherwise noted, all slabs on grade to be 3500 p.s.i.. Concrete to be nch thick sand or gravel fill with 6x6 wire mesh reinfoming, thtedor slabs Ich 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. Instsll one 8x16 cast iron foundation vent for every 150 sq. ff. of area. 7). Damppraot extedor of foundation with bituminous coating as per N,Y.S· Residential Construction Code. A 6-mil polyethylene film shall be applied over the below grade portion of extedor walls prior to backfilling. 8). Drainage as per town and N.Y,S. Residential Construction Code· FRAMING NOTES 1)· All framing techniques and methods as prescriptive design of current SBC High W nd Edition Wood Framing Construction Manual. 2). Unless otherwise noted, a fram ng and structural wood material to be #2 + BTR. Douglas Fir. 3). Floors, walls, ceilings and ratters to be spaced at 16 inches o·c. unless noted otherw se. · Unless otherwise noted, all beadng wail headers to be (2) 2x10 #2 + BTR. Doug. Fir. headers to have (2) jack studs and (2) full length studs on each side of all ~peeings. LVL headers to have (3) jack studs and (2) full length studs on each side of ~penings. Beadng wall window siJls shall also have (2) window sill plates for 2x4 wall ~penings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable to all connecting joists. 6)· Double up floor joists under walls that run parallel to the floor joist and under bathtubs Floors to have ceramic tile installed shall be verified for proper load capacity unless note, on plans. 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists under all bearing walls. 8). Provide insulation baffles at eave vents between rafters. Install draft blocking as needed. 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick 4-ply Fir CDX exter or sheath ng grade plywood. Plywood to cover over plates and headers. 10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfioor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfioor as per manufacture's instructions. 11 ' ), All bathroom walls to have 1/2 th ck mo sture-ras stunt sheetrock. Garage wa s and ~eilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building Io have regular 1/2" sheetrock. All walls to be taped and finished. All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or pplied with a Fiberglas base sheet with an EPDM fetch down type material over. 13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 3e installed with a foam sill gasket and cop-r-tsx termite shield or approved equal. 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 leu of a ridge strap, the number of 1 Od common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 2). RAFTER-TO-WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or tlruss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3.3c. 3)· WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with up[Jif connectors. Steel straps shall have a minimum embedment of 7 inches in concrete [oundatlco and slab-on-cjrade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all :omera. 5}. TYPE I EXTERIOR SHEARWALL CONNECTIONS: type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and I/2 inch gypsum wallboard on the intedor 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 len~gth requirements specified in table 3·15a-b. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16· 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when interior 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 OPENINGS: Header and/or girder connections shall be attached with uplffl comnections in accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table 3.5. g). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the ratters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building. Connections to the ddgle and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, a~l framing matsdal to be #1 ACQ pressure treated umber. A I fasteners, hangers and anchors to be galvinized or stainless st~eeL 2). Girders for deck joists to be bolted to each post with washers amd nuts. Gitders on concrete piers sha be anchorad wfih proper stsel con~nectors 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" thlick concrete footing. Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuJts. Footings Shall be 3 ft. below grade. Porches with covered roots shall have 12" dia. concrete piers for the girders. 4)~ Deck joists to have blocking at 8'0 o.c.. 5). A minimum of 10 inch flashing shall be installed between the bluilding and ledger. Ledger to be fastened to building with 1/2" dia, bolts with washers and nuts where needed. ~. Concrete piers shall be a minimum 6" above grade. supported with hangers and anchors. Each Joislt shall also be anchorad to gkder(s). · Covered Roofs shall be assembled and anchorad the same manner as a typical building. PLUMBING NOTES 1). All water supply, drainage and venting to be installed as per N.Y·S. Residential Construction Code. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). If wail studs, plates or joists ara cut out during installation for any plumbing related work, 3mvide adequate bracing and plates to protect and secure the structure. Verity with the state code and manufacture's recommendation for maximum hole size and spacing permitted HVAC SYSTEM NOTES 1}~ Mechanical subcontractor is reaponsible for adhearing to all applicable codes and safety raquirements. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and approval. ELECTRICAL NOTES: ~. All electrical to be installed as per N.Y.S. Residential Construction Code. ,. All electrical work shall be approved by a qualified Underwrfier. · Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 f N.Y.S. Residential Construction Code, NAILING SCHEDULE ............. ROOF FRAMING: , PL, N CONTENT6: JOINT DESCRIPTION NAIL NAIL QTY· SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE tO' WALL: 4-8d COMMO~ RAFTER TOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE 10' WALL: 4-8d 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 - SBC 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 PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMON O.C. NAIL HEADER TO 16" O.C. FACE HEADER 16d COMMON ~,LONG EDGES NAIL TOP OR Be'Fi-OM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMOh PER 2x6 STUD NAIL BOTTOM PLATE TO: =Leer JOIST, BAND JOIST 2 - 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACIN( NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 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 BLOCKING TO: SILL OR TOP PLATE 3- 16d COMMON EACH TOE BLOCK NAIL LEDGER STRIP TO BEAM 3- 16d COMMON EACH FACE JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3~ 8dCOMMON JOIST NAIL BAND JOIST PER END TO JOIST - 16d COMMON JOIST NAIL PER TOE NAIL BAND JOISTTO; 2- 16d COMMON FOOT SEE NOTE: SILL OR TOP PLATE ROOF SHEATHING: JO,,TDESCR,PT,ON SP"2C', G tSTRUOTURALPANELI fidI CEILING SHEATHING: NAiL NAIL JOINT DESCRIPTION QTY. SPACING GYPSUM I~,~ r','~c~mel 7" O.C. EDGE WALLBOARD I ......... I10" O.C· FIELD WALL SHEATHING. · NAIL JOINT DESCF IPTION QTY. I STRUCTU ),AL ..... AS PANEL~; 8d Cu~ur~ 7/16" O~ 3 ~ PLYWO£ D §d CO,,,MON GYPSUI t 7 WALLBO,~ ;iD 5d COOLERS 11 FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL PANELS 8d COMMON AS PER TABLE 3.9 WFCM - SBC 7/16" OSB 3" O.C. EDGE PLYWOOD §d COMMON 6" O.C. FIELD GYPSUM 7" O.C. EDGE WALLBOARD 5d COOLERS 10" O.C. FIELD NAIL NAIL JOINT DESCRIPTION QTY. ,,SPACING STRUCTURAL PANELS r, 60.C. EDGE 1 OR LESS 8d COMM,~N 12" O.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED iN SCHEDULE NOTES ONLY. 1}. Nailing raquirements are based on wall sheathing nailed 6" on-center at the panel edge. if wall sheathing is nailed 3" on-cecter at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to1 - 16d nail per foot. OCC[JpANC¥ CLASSIFICATION f~3 I~E~IDENTIAL ~UILDING 11SE I ~SIDEN~L DWEL~NG ~UILDING HEIGHT TRU65 DE61GN N/A - 6TANDARD 5TICK ~AHE CONSTRUCTION CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN INEATHERIN(~ LINE TERMITE DECAY DESIGN UNDERLAYMEN3 FLOOD LOAD (MPR) CATEGORY DEPTI- TEMP. REQUIRED HAZARDS 20LBS. 1t0 B SEVERE 3FT. MODERATE SLIGHTTO TO HEAVY MODERATE 11 NONE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION ,NAIL SPACING NAIL SPACING AT INTERMEDIATE A'T PANEL EDGES SUPPORTS iN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 5d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO) IF MENTIONED IN SCHEDULE NOTES ONLY· 1 ). For roof sheathing within 4 feet of the perimeter ~edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0,49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced te 6 inches o·c. 3)· Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss fram ng 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 NAIL SPACING AT INTERMEDIATI AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' EDGE ZONE ~d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C, SEE NOTE: 3 NOTE S THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the corners, [the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0,4§. For framing members with 0.42<G<, the r~ail spacings shall be reduced to 6 inches o.c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common naJls~ NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIM!UM 3000# CAPACITY, 1)~ PROVIDE 5/8" TYPE-X SHEETROCK FIRE S~TOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS tWITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT W~TH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION 'lro SMOKE ALARMS PER FLOOR. F[REBLOCI~NG REQUIRED Fireblocldng shall be provided to cut off a~l conceale~l draft openings (both vertical and horizontal) and to form an effeddve fire border between stories, and between a top story and the roof space· Fireblocking shall be provided in wood-flame constrruction in the following locations. 1). In concealed spaces of stud wa~ls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal furred spaces shall a~lso be fireblocked at intervals not exceeding 10 feet. Baits or blankets of mineral or glass fiber shla]l be allowed as flrebleckiag in wails constructed using parallel rows of studs or staggered studs. 2). At alt interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). In concealed spaces between stair stringers at tlhe top and bottom of the run. Enclosed spaces under stairs shall comply with N.Y.S. Residential (Code. 4). At openings around vents, pipes and ducts at celiling and floor level, to resist the free passage of flame and products of combusUon. 5). For the firablocking of chimneys and fireplaces, r~efer to N.Y.S. Residential Code. Z SCALE: NTS SHEET NO: r/ GENERAL CONSTRUCTION NOTES 1. The information on this set of construction documents is TO relate basic design intent and framing 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 construchon defatis and procedures to ensure a professionally finished, structurally sound, and weatherproof completed product. 2. General Contractor to coordinate all sub contractors, scheduling of work, and interaction between trades. 3. The general contractor is responsible for ensuring that all work and construction meets or exceeds current federal, state, and local cedes, ordinances and regulations, etc. These cedes are to be considered as part of the specifications for this building and should be adhered to even if they are m variance with the plan, 4. Dimensions shall take precedent over scale drawings (do not scale drawings). 5. The designer has not been engaged for construction supervision and assumes no respoos~bcity for construction ooordinafing wgh these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs Jn connecbon with the work. There are no warranties for a specific use expressed or Implied in the use of these plans. 6. Refer to floor plans, exterior elevations, and window schedule for types and sizes of windows. All windows to be Andersen high performance quality or approved equal. 7. Door and window headers to align un]ess otherwise noted. 8. General contractor is to ensure that masonry and prefabricated fireplace construction meets or exceeds all manufacturer's specifications and applicable codes. g. General contractor to consult and coordinate with the owner and the plans for ali built in items such as bookcases, shelving, pantry, closets, etc. 10. Provide hardwired smoke detectors, with battery backup, on all tioom and in each bedroom, verify with local code requirements as per Section R317, New York State Remdenflal Construction Code. Install carbon monoxide detectors as per code. GENERAL FOUNDATION NOTES 1. General contractor to review plans, elevations, and details to determine intended heights of finished floor(s) above typical grade. 2. All footings to rest on undisturbed soil. 3. Provide ½" expansion joint material between all concrete slabs and abutting concrete or masonry walls occurring m extedor or unheated interior areas. 4. Concrete on 4" sand or gravel fill minimum, with §x§ - 10! 10 wire mesh reinforcing. Interior slabs to be placed on 6 mil. stabifized polyethylene vapor berder. B. Provide crawl space ventilation per 1coot code requirements. 6. General contractor to install cop-r-rex (or copper) sheet metal termite shields between all wood surfaces that are exposed to concrete or masonry surfaces. 7. Oampproof exterior of foundation with a bituminous coating as per code and so~l conditions. GENERAL FLOOR pLAN NOTES 1. Dimensions shall take precedent over scale drawings (do not scale drawings). 2. All interior walls to be covered with ½" gypsum board with metal corner relnfaming. Tape, float, and sand (3 coats). 3. Wails common to garage and house to have a layer of 5/8", fire rated gypsum board at garage side with 5'-0" return on adjacent walls and ceiling. Manufactured [umber requires 2 layers of 5/8", fire rated gypsum board. 4. All bath and toilet area wails and ceilings adjacent to wet areas to have water resistant gypsum board, or wall tile set on wonderboard or equal DESIGN LOAD CALCULATIONS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS EXTERIOR BALCONIES B0 BECKS 40 ATTICS WITHOUT STORAGE 30 ATTICS WITH STORAGE 40 ROOMS (OTHER THAN SLEEPING ROOMS) 40 SLEEPING ROOMS 30 3RITERIA FOR CALCULATION OF DEAD LOAD ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A,I,A ARCHITECTURAL GRAPHIC STANDARDS I SNOW IGROUND SNOW LOAD 1451bs~ SEISMIC IDESIGN CATEGORY IB VIND RY 1 2S mph GENERAL FRAMING NOTES 1. All walls, 2x4 and 2x6, to be stud grade or better 16" o/c. All other framing material to be #2 douglas fir or better. 2. All wood framing in contact with concrete or masonry to be pressure treated. 3. Prewde double floor joists under all waits parallel to floor jo~st span direction unless otherwise specified. 4. Provide x-bracing or solid blocking at a maximum of 8'-D" o/c far all dimensional lumber floor joists. fi. Floor construction: %" tongue and groove plywood subfloor. Finished matedal to be applied over subfloor. Glue and screw plywood decking to floor joists. 6. All w~ndow and door headers to be minimum (2) 2x10 unless otherwise specified. All interior headers to be (2) 2x10 unless otherwise specified. 7. Prewde full solid blocking under all beadng walls. 8. All beams to have adequate bearing at each end or as specified. g. All flush beam and joist intersections to have galvanized hangers. 10. Typical exterior walls and roof to be sheathed with ½" exteDor grade plywood or 7/16" OSB plywood, group 1, APA rated. Plywood to span over all plates and headers. 11. ProviBe insulation baffles at Rave vents between rafters. 12. Exterior flashing to be correctly installed at all connections between reefs, walls, chimneys, projections, and penetrations as required by approved construction practices. 13. General contractor to provide adequate attic ventilation and roof vents. APPROVED AS NOTED NO~:IFY BUILDING' DEPARTMENT AT 765-1802 FIAM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNSATION - TWO REQUIRED FOR FOURBD CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN ZSA SOUTHOLO TOWN PLANNING SOARO SOUTHOLD TOWN TRUSTEES N,Y,S. DEC 14. Provide appropriate somt ventilation at overhangs, l,l,'~" .~ , ", 'r ," ' , 1 Plumbing subcontractor ta be responsible for adhedng to all applicabta code and , BrCOMPL¥-WITH CHAPTER ~ ,;', FLOOD DAMAGE PREV~ENTION safety requirements, i ~' ,, ~OUTHOLD TOWN,CODE. 2. If wall plates orjoists are cut during the installabon of plumbing fixtures or '" ,, , ,, .-,,,,~>,,,,,'~ ~ equipment provide bracing to tie framing back together. GENERAL HVAC SYSTEM NOTE S OCCUPANCY OR 1. Mechanical subcontractor is responsible for adhedng to all applicable codes and safefyrequirements. USE IS UNLAWFUL 2. HVAC subcontractor TO fully coordthateailsysfamdtaa and requirements with the WITHOUT CERTIFICATE equipment supplier. OF OCCUPANCY 3. HVAC subcontractor to provide final system layout drawing and submit it to general ff~, ~n6 6~qu'pment sOpp"er f°r final review and 'appr°va" GENERAL WiND PROTECT[ON CONNECT[ON NOTES PLUMBER CERTIFICATION ~]~a~ed from Standard for Hurricane Res[stard Reslderdial Construction; SSTD 10-99 ON LEAD CONTENT BEFORE and 1995 SEC High Wind Edition Wood Frame Conslmction CERTIFICATE OFOCCuPAN~y,i r?~steners and Connectors for Wood Frame Consbuction ' Jl' t. A continuous load path between footings, foundations walls,,, boors, studs and roof ; 'SO[DER USED iN wATER 2. If wall plates or joists are cut during the installabon of plumbing fixtures or equipment provide bracing to tie framing back together. GENERAL HVAC SYSTEM NOTES ~UPPL~ Y S~q_ TEM CANNOT framlngshallbeprovided. ~ /~'~" EXCEED 2/~ ~ OF l % LEAD. , 2. Approved connectors, anchors and other fastening devices not included in the -~ ' ' Standard Bugdthg Code, Table 2306.1 shall be installed in acccordance with 3, Metal plates, connectors, screws, bolts, and nails exposed Idlrectiy to the weatLher or ALL CONSTRUCTION SHALL galvanized. MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. 4, Where windows and doors interrupt wood structural panel s~heathing and siding, 5. Ridge straps shall be attached to each pair of opposing taft,em except where collar PLUMBING lies of I x6 or 2x4 lumber is located in upper third of attic specie and attach to each pair ALL PLUMBING WAS'tN of rafters, & wATER LINES NEED 6. Uplift connectors shall be provided at each ratter beadng, 7. Floor to floor hold-downs to be provided every 4fi, and every 16" within 4' of extedor come~. RETAIN ~I'OR~ WATER RUNOFF 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchlored to the foundation PURSUANT TO CHAPTER 2~ with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x 1/8" washers. A 0F THE TOWN COBE minimum of one anchor bolt shall be provided within 6 to 12 thmhes of each end of spacing not exceeding 4 feet on center. THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO, BE CONSIDERED AS GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSS,ED WITH YOUR GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. TABLE 3.7 ; RAF~TcR SPAQNG 16' Q/~ ' : 1; 2( 28 3E 3:12 11 14 4:12 8 11 5:1~ 7 7:1~ 5 9.1~ 4 12.1~ 31 3 RE~IRED :, CERTIFICATION OF' NA LING.& CONNEC,TIONS BEQUIRED,,E, INAILING SqH. E-DU~'E ~ ~ELE 3.1, iNCLUDING 3 3 AND ~ 9 ' i I 1995 SEC HIGH WIND EDITION WOOD FRAM ~ CONSTRBCTION MANUAL A~T~ ~ TO TOE PLATE CEILING JOIST TO TOP PLATE ~O; ;AILED RIM BOARD f~ R~FTEB ~N~ NAILED JOINT DESCRIPTION I NIAIL QUALITY NAIL SPACING E'-0"'W ALL' ~-~d PER RAFTER ~0'-0" WALL 4-~d PER RAFTER 8'-0" WALL 3-~Jd PER JOIST 10'-0" WALL 4-8d PER JOIST ~EE TABLE 3 7 EACH LAP SEE TABLE 3 7 EACH LAP S~E TA~_L.E 3,,4 PER TiE 2-8d EA~B END 2-16d EACH END WALL FRAMING TOP PLATE TO TOP PLATE IFACE NAILED 2-16d * TOP PLATES ~.T.I~T~[~S__ECTION_S. ?AbE N~IL~F_ . 4-16d STUD TO STUD iFACE NAILED R~AD~R'TO H~Ab~ ]~AbE NAILED 16d TOP OR BOCTOM PLATE TO STUD 4(N~NA!L.E_D . - 2-16d 4-1 Ed BOTTOM PLATE T6 FLOOR JOIST, BAND JOIST, END JOIST, OR BLOCKING [FACE NAILED 2-18d * ~ PER FOOT FLOOR FRAMING B'RIDGING TO JOIST~'' ~TOE BAILED 2-8d EACH END BL'OCKIN~ ~O JOI~T !TOE NAILED 2-8d ELOCKIN~ ~O SILL OF: TOP eLATE ~OE ~AILED , 3-1Sd .EACH BLOC ........ It6~ NAIL~b 3-Ed P~R JBIST PER FOOT JOINTS - EACH SIDE 24"I 18" CiO ALONG EDGES PER 2X4 STUB PER 2X6 STUD ~e 2k8 STUD JOIST ON LEDGER TO BEAM BAND JOIST TO JOIST IEND NAILED 3-16d PER JO~ST ] J STRUCTURAL PANELS I 4' PE RIM ETER EDGE ZONE 16 O/C - B" AT PANEL / EDGES AND AT INTERMEDIATE SUPPORTS IN THE i ~d PANEL FIELD I ' i ----INTERIOR ZONE - 18" CfC - 8" AT PANEL EDGES AND 12" m 8d iAT BTERM EDIATE.,, ~,. SUPPORTS IN THE PANEL FOR ROOF SHEATHING W rTHIN 4'-0" OF THE PERIM ETE R EDGE OF TH E ROOF, INCLUDING 4-0 Oh EACH SIDE OF THE ROOF PEAK, THE 4-0 PERIMETER EDGE ZONE ATTACHMENT REQUIRE M ENTS S HALL BE U~ED ~-Yp~'uI~I'W~L~EOKF:d ..... j fid COOL~RS WALL SHEATHING ~T~USTtJ~AL'¢~N~LS ' , - 8d ' 4'~DGE ZONE ~ ~ O/C -6" AT ~ANEL EDGES AND 12" , ' ]j . A~-TERM~IATE SUPPORT. S IN TEE PArt~L FIELD i 8d INTERIOR ZONE -lC" o/c- 6' AT PANE L EDGES AND 12" i ~~TE SUPPORTS IN THE PANEL FIELD CTI3ERSOARD PANELS 17/16" 6d 3" EDGE / ~" FIELD i25~32" Bd 3,' EDGE / 6' ,FIELD GYPSUM WALLBOARD- ] -' ' 5d COOLERS 7,; CD~-E ! 10' ~rELD ;, rTABLE 3.4[ I CLIMATIC AND GEOO.~A, HIC DESI¢~N CRITERIA ROOF ROOF NUMBER PITCH SPAN (ft) OF NAILS 4 12 12 1§ 20 26 32 TERMITE M~[~ERATE TO HEAVY DECAY SLIGHT ]0 MODERATE WINTER DESIGN TEMP 11 iCE SHIELD UNDER ~S PER MANUFACTURER'S LAYMENT REQUIRED ~EECIFICATIONS / STATE CODE FLOOD HAZARDS SOUTHOLD BUILDING DEPARTMENT CRITERA OCCUPANCY CLASSIFICATLON R~3 R[SIDENTIAL - SECTION 310 BUILDING CODE N.Y.S. JSE DWELING UNIT - SECTION 310 - 310.2 2 HEIGHT TOTALi28'-5" FIRE AREA (sO 2ND FL!850 SQFT : TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION ~ DESIGN CRITERIA PRESCRIPTIVE DESIGN - 1995 HIGH wIND EDITION WFCM ~ FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS E DESIGN LOAD CALCULATIONS SEE PG 8,9,10 i 7 ¢VlNDOWAI~4D DOOR SCHEDULE ~EEPG 12 ~ ~ LOAD PATH SEE PG 8,9,10 i E NAILING SCHEDULE SEEPG 11 ~ 1{ EGRESS SEEPG 12 i 11 ~LUMBING RISER DIAGRAM SEE PG 12 r, 12 FlEE PROTECTION N/A ~ 13 TRUSS DESIGN DRAWINGS ~A i 14 ENERGY CALCULATIONS SEE A~FACHED O O --W Lt. I- ~ 0 ~- ~1- 0~0~ ~00 FBBNT ELEVATION SCALE~ 1/'4"=~-'-0'' 33'-0~" a5,-6~~ RIGHT ELEVATION SCALE~ 1/4"=1'-0" 0 0 REAR ELEVATION LEFT ELEVATION SCALEI 1/4"=1'-0" 0 0 t I 2 III iT' 7 FIRST FL, PLAN SCALE', 1/4"=1'-0" 5,.¢/ 17¸ 0 0 t -- r La' 8' i?' 8" 13' 9" ~ 3' 9' '3' 10" I? Ill HI L4' 5 ' m rS' 16 0 0 SECBN3 FL, PLAN SCALE~ 1/4":1'-0" SECTII3N E-E ~ SCALE, 1/4"=;'-0" C ~ i~l,~ II 14 I I 14 WlNDOWAND DOOR ..~ uJ ~- ~- ~ SCHEDULE SYMBOL MODEL NUMBER WINDOW TYPE CLEAR GLASS EfFIOTIVE PRESSURE REQ. DESIGN DESIGN PRESSURE OPFNING AREA WIND AREA 7ONF PRE~ 'lJRF RATING A C24 400 SERIES CASEMENT 4,3 11,8 10 FOUR/FIVE 25,9 -34,7 50 WINDOW AND DOOR SCHEDULE SYMBOL MODEL NUMBER WINDOW TYPE CLEAR GLASS EFFICTIVE PRESSURE REQ. DESIGN DESIGN PRESSURE OPFNING AREA WIND AREA 7ONF PRE~ 'lJRF RATING A C24 400 SERIES CASEHENT 4,3 11,8 10 FOUR/FIVE 25,9 -34,7 50 B CXW15 400 SERIES CASEMENT 11,5 lB,2 10 Fr]UR/FIVE 25,9 -34,7 50 C CW25 400 SERIES CASEMENT 7,5 1813 10 FOUR/FIVE 25,9 -34,7 50 D PSOSO PICTURE 12,0 10 FOUR/FIVE 25,9 -34,7 35 ALL WINDOWS TD BE ANDERSON HIGH PERFORMANCE UR APPROVE]] EQUAL CALCULATInNS FOR WINDOWS BASED UPON WALL OPENINGS INCLUDING WINDOWS AND Dr]fIRS SHALL BE PROTECTED WITH REMOVABLE 5/8~ EXPOSURE B COEFFICIENT 1,D WITH 1BO MPH BASIC WOOD STRUCTUAL PANELS ~¢ITH MAXIMUM EF 8'-0" SPAN FASTNERS FOR SPANS UP TO WIND SPEED, AS PER TABLE R 3D1,E (2) NEW SHALL BE 2 1/2' -~B WOOD SCREWS @ lO'nC, FASTNERS FOR SPANS UP Tn O'-O" SHALL BE E YORK STATE BUILDING CODE, 1/2" -#E WDUD SCREWS @ 1E'OC TABLE 301,2,1,2 ALL NAROWLINE WINDOWS MUST USE~ 1/2' HT, SILL STOP (OR STOOL) AND THE ADDITII~N OF A 1/2" X 3/4' DP UPGRADE SILL STOP, (SILL STOPS TOTAL A 1 1/4~ HT, AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT ~4 MUST HAVE DP UPGRADE KIT, INCLUDED WITH DP UPGRADE SILL STOP KIT, E MEETS NY STATE EGRESS REQUIREMENTS C CW25 400 SERIES CASEMENT 7,5 18,3 10 FOUR/FIVE 25,9 -34,7 50 STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION D P3050 PICTURE 12,0 10 FOUR/FIVE 2519 -34,7 35 MULTIPLE SECTION ASSEMBLY: 1t4" THICKBOLTS@2'OC ALL WINDOWS TD BE ANDERSON HIGH PERFORMANCE UR APPROVED EQUAL / CALCULATInNS FDR WINDOWS BASED UPDN WALL OPENINGS INCLUDING WINDDWS AND DOORS SHALL BE PROTECTED WITH REMOVABLE 5/8~ EXPOSURE B COEFFICIENT 1,D WITH 1BO MPH BASIC WDDD STRUCTUAL PANELS ~¢ITH MAXIMUM DF 8'-0' SPAN FASTNERS FOR SPANS UP TD G'-O" WIND SPEED, AS PER TABLE R 3D1,E (2) NEW SHALL BE 2 1/2' -~B WOOD SCREWS @ lO'nC, FASTNERS FOR SPANS UP Tn O'-O" SHALL BE E / YORK STATE BUILDING CODE, 1/2" -#8 WDUD SCREWS @ 1E'OC TABLE 301,2,1,2 ALL NAROWLINE WINDOWS MUST USE~ ~- (SILL STOPS TOTAL × I INCLUDED WITH DP UPGRADE SILL STBP KIT, E MEETS NY STATE EGRESS REQUIREMENTS N.T.S. STAINLESS STEEL WOOD SCREW ~ 16II O.C. OR B~TTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: SHC NER SA' H SHUTTER ASSEMBLY SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 < 4'-0" SPAN. 2x4 STRONG-BACKS @ 24" CC ASSEMBLY' 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10x3" (wi WASHERS) GALVINIZED OR STAINLESS STEEL SEC NER D.W. ~ W.M. II TABLE 1609.1.4 ANEL SPAN < 2' :I- II pANEL ''OI L < L SLOPE 1/4 PER FOOT PITCH TO DRAIN HOUSE SEPTIC SYSTEM N T.S. FASTENER SPACING (INCHES) ~ANEL SPAN < 2' 2'-aI' · pANEL 4'-0' < PANEL 6 DI < PANEL :ASTENER TYPE J" SPAN ~ 4'-0" ~P^N · 6' 0" SPAN ~ 8'-8" 1/2" ~6 WOOD SCREWS 10 16 12 g 1/2" #8 WOOD SCREWS 10 qB 16 12 RIDGE RAFTER ~ ~ ~ USP R8250 AT 21' i KING STUDS RIDGE ~FTER STUD I TOP PLATE TOP PLATE , USP RT3 USP RT20 ~ USP RS250 USP LS ORTMU 1 ~ WALL STUD ~ ~ WALL STUD ~ -~ I JACK STUDS USP RS250 AT 12" ~FTE~RIDGE/~FTER w~o CT ~FTE~PLATE/STUD ~FTE~PLATE PLATE/STUD HEADE~STUD HEADE~JACK POST ~ ~ ~ ~ P.C. FOOTING / I 2ND. FLOOR PLATE ~~ 2ND' FLOOR PLATE POST ANCHOR FOR COVERED PORCHES ~ / ~ ~ ~ / ~ 1ST. FLOOR PLATE 1ST. FLOOR P~TE~ SUBFLOOR USP KLFTA ~ USP RS250 AT 36 .... ~ USP RS250 AT 36" ~ USP RS250 AT 16" 1ST. FLOOR TOP P~TES 1ST. FLOOR TOP PLATES ! DOUBLE SILL P~TE ~ USP MPOF ' 1ST FLOOR WALL STUD ~ '~ 1ST FLOOR WALL STUD ---- - ~ , FOUNDATION WALL ~ FOUNDATION WALL I ~~ ~, ~ USPPAU WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. STAIR TREAD RIM BOARD STRINGER STRINGER WOOD JOIST GIRDER/HEADER WOOD JOIST STAIR 4" DIA. MAXIMUM 1-1/2" SPACE MINIMUM 4" DIA. MIAXIMUM N ~- LIIJ UL DECK/PORCH RAILING GIRDER/HEADER POST/COLUMN POS~T-TO-GIRDER/H EADE~ CONNECTION USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS HANDRAILS BALUSTERS OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE TO DECK/PORCH CONNECTION FLUSH JOISTS WITH HEADER/GIRDER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. POST RIM/DECK JOIST POST-TO-DECK CONNECTION USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS GIRDER/HEAIDER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION LOCATION USP NUMBER DESCRIPTION 4x4 SOLID COLUMN PBS44 / PBSE44 / KC44 POST CAP ANCHOR 6x6 SOLID COLUMN PBS66 / PBSE66 / KC66 POST CAP ANCHOR HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLICATION APPLY TO EACH COLUMN APPLY TO EACH COLUMN APPLY TO EACH COLUMN JOIST GIRDER/HEADER SPLICED JOISTS OVER HEADER/GIRDER LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST TO G RDER/HEADER RTl0 TYDOWN ANCHOR CONNECT TO EACH JOIST GIRDER/HEADER POST/COLUMN GIRDER/HEADER TO POST/COLUMN CONNECTION FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW 1/2" DIA. LAG BOLTS W/WASHERS CONNECTED TO BLDG. @16" CC FLOOR FRAMING 2x JOISTS BLOCKING FOR LAG BOLTS RIM JOIST / JOIST HANGER DECK/PORCH LEDGER CONNECTION WOOD JOIST -- BLOCKING WOOD GIRDER SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND USE WITH RTl0 TYDOWN ANCHORS POST 12"x12"xl 2" CONCRETE FOOTING DECK POST FTC. CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION 4X4 POST PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH FOOTING 6X6 POST PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH FOOTING GIRDER CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION LOCATION USP NUMBER (2) IBEAMS PAU44 OR WE44 (3) BEAMS PAU66 OR WE§6 DESCRIPTION POST/BEAM ANCHOR APPLICATION APPLY TO EACH PIER POST / BEAM ANCHOR APPLY TO EACH PIER UNDISTURBED SOIL LAY PLASTIC BASE DIRECTLY ON UNDISTURBED SOIL (ORGANICS REMOVED) LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES' INSTRUCTIONS DISTURBED / POOR SOIL LAY 4-6" LAYER OF CRUSHED STONE OR GRAVEL LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FiT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES' INSTRUCTIONS CONC. PIER FOOTING BIGFOOT SYSTEMS FOOTING FORM IN ACCORDANCE WITH SECTION 104,11 OF N.Y.B. REBIDENTIAL CODE THIB DESIGN COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE. THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONB FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT ER-5495, AND SUBJECT TO THE CONDITIONS THEREIN. 0 0 Zz --l.d