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HomeMy WebLinkAbout36790-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 6/4/2013 No: 36280 Date: 6/4/2013 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2205 Bayvicw Ave, Greenport, SCTM #: 473889 Sec/Block/Lot: 52.-5-2 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore Lot No. ~ed in this officed dated pursuant to which Building Permit No. 36790 dated 11/1/2011 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: one family dwelling with unfinished basement, covered porch, deck, pergola and second floor balconies as applied for. The certificate is issued to Raymond Strong, III (OWNERi of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 4/15/13 R 10-11-0042 1/3/13 36790 12/18/12 ~ Mattituck Plumbing 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 #: 36790 Date: 11/1/2011 Permission is hereby granted to: Strong III, Raymond 2205 Bayview Ave Southold, NY 11971 To; Demolish & construction a new single family dwelling with front porch & rear deck with pergola per trustees approval At premises located at: 2205 Bayview Ave, Greenport SCTM # 473889 Sec/Block/Lot # 52.-5-2 Pursuant to application dated To expire on 5/2/2013. Fees: 10/21/2011 and approved by the Building Inspector. DEMOLITION SiNGLE FAMILY DWELLiNG - ADDITION OR ALTERATION CO - NEW DWELLiNG Total: $615.10 $2,609.60 $50.00 $3,274.70 Building Inspector Form No. 6 TO~N OF $OU~HOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF occUPANcy This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accUrate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board 0fFireUnderwriters. 4. 8w. oro statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple resideneea and similar buildings and installations, a certificate of Code Compliance'from architect or engineer responsible for the building= 6. Submit planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate ~urvey of property showing all property lines, streets, building and unusual r3atumi or topographic features. 2. A properly c42mpleted application and consent to inspect signed by the applicant. If a 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 pool $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 New Construction: Location of Property: Owner or Owners of Property: /~,~CCf Suffolk County Tax Map No 1000, Section Subdivision Permit Ho. Health Dept. Approval: Planning Board Approval: Date. Old or Pre-existing Building: House No. Block Date of Permit. (check one) Hamlet Filed Map. Applicant: Underwriters Approval: Request for: Temporary Certificate Foe Submitted: $ Final Certificate: (check one) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. NY 11971 0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 ro.qer, dchert~town.southo d ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Raymond Strong Address: 2205 BayviewAve City: Greenport St: NY Zip: 11944 Building Permit #: 36790 Section: 52 Block: 5 Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Sage Electric Inc License No: 3635-e SITE DETAILS office Use Only Residential Ix~ Ind°°r ~1 Basement ~ ServiceOniy I~ Commerical Outdoor 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ Ser¥ice 3 ph Hot Water GFCI Recpt Main Panel AIC Condenser Single Recpt Sub Panel A/C Blower Range Recpt Transformer Appliances D~yer Recpt Disconnect Switches Twist Lock Other Equipment: 200a underground service, 5-exhaust fans, 1-30a oven Ceiling Fixtures ~~] HID Fixtures Wall Fixtures L 151 Smoke Detectors Recessed Fixtures CO Detectors Fluorescent Fixtur~ Pumps Emergency Fixture Time Clocks Exit Fixtures I I TVSS Notes: Inspector Signature: Date: Dec 18 2012 81-Cert Electrical Compliance Form.xls BUILDINGS'DEPARTMENT TOVfN OF SOUTHOLD CERTIFICATION Dale: '- O (Please,print) " (Please S~,.on'~ to before me Ihis /--.~7~' I ceni£y thai the solder used in the water supply system contains less than [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: /ANSPECTION [//,]"FOUNDATION 1ST [ ] ROUGH PLBG. DATE ~ INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-18O2 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]/~/OUNDATION 1ST [ ~J'FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] 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 t~iml~l~R ( ] FIRE RESISTANT [ ] ELECTRICAL (ROUGH) ( ) ELECTRICAL (FINAL) REMARKS: ~/~ ~/~,./~ /©-'~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ !FO~TION2ND [ ~i//'FRAMING / STRAPPING INSPECT/ION ] FOUNDATION 1ST [,p~ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ]FRAMING/STRAPPING [ ] FINAL [ ]FIREPLACE & CHIMNEY [ ] F~SAFETY INSPECTION ]FIRE RESISTANT CONSTRUCTION [,~FIRE RESISTANT PENETRATION [ ]ELECTR.K~AL(RO~_~) l~ ~[ REMARKS. ~ / / TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ~ PLBG. [ ,~ INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSlli~ [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~ DATE '~F/~//////~ INSPECTOR ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU/,GH PLBG. [ ] FOUNDATION 2ND [ ]~ULATION [ ] FRAMING/STRAPPING [ I/] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRI~M~ (ROUGH) ~ ] ELECTRICAL (FINAL) 'REMARKS:~/-"~--/R~-;"/-/~ ~ ~.14{/~ INSPECTOR N OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAHT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~ELECTRICAL (FINAL) REMARKS: DATE~~______INSPECTOR~:~~-~- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ] FOUNDATION 2ND [ ]I~L~ [ ] FRAMING/STRAPPING [~ F~tAL~ ? [ ] FIREPLACE & CHIMNEY [ ] FI~CTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:__ DATE TOWN OF SOUTHOL~D BUILDING OEP~TMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork. net Approved Disapproved a/c 20 (/ /?/[ , 20 Expiration PERMIT NO. 0Cq' 21 2011 BLDG. DEPT. TOWN OF SOUTHOLD 4 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 C.O. Application Flood Permit Single & Separate Stonn-Water Assessment Form Contact: Mail to: ,d~ Phone: APPLICATION FOR BUILDING PERMIT Date , INSTRUCTIONS ,20 a. This applicatioo MUST be completely filled io by typewriter or in iok and submitted to the Building Inspector witb 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showiog location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, aud waterways. c. The work covered by this application may not be commenced before issuaoce of Building Permit. d, Upon approval of this application, the Building Iospector will issue a Building Permit to tile applicant. Such a permit shall be kept on tbe premises available for inspectiou throughout the work. e. No building shall be occupied or osed in whole or io part for aoy purpose wbat so ever uotil the Building lospector 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 issaauce 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 additiou six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department tbr the issuance ora Building Permit pursuant to the Building Zone Ordinance oftbe Town of Southold, Suffolk County, New York~ and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additious, or alterations or for removal or demolition as herein described. Tbe applicant agrees to comply with all applicable laws, ordinances, building code, housing code, aod regulations, and to admit atttllorized inspectors on premises and in building for necessary inspectious. (Signature of applicant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age~ engineer, general contractor, electrician, plumber or builder (As on the tax roll or latest deed) If applicant is a corporation, signature of duly author zed officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Num be-r S~eet County Tax Map No. 1000 Section ,~'"' [- Block Hamlet Lot ~ ~ Subdivision Filed Map No. .l~ot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~'l b. Intended use and occupancy 3. Nature of work (check which applicable): New Building_ Z' Addition Repair Removal Demolition ~ · . Other Work 4. Estimated Cost Fee Alteration (Description) 5. If dwelling, number of dwelling units .. iNuml3e¢ oFd~e' r, hng(T°QmtsbeonPaideach°n floorfiling this application) If garage, number of cars I L_ ' 6. If business, commercial or mixed occupar~cy,.sperM~! hature and~extem.of ~ach type of use. 7. Dimensions oI existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height. Number of Stories Rear 8. Dimensions of entire new construction: Front Hei§ht Number of Stories 9. Size of lot: Front Rear Rear Depth Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~ dr-'- 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 k/ NO 14. Names of Owner ofpre_mises ~ ~J'"/',,~,~A/(,, Address tzar tl~t~l~/ Phone No. ~tt Name of Architect "q~"~l ~ Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet cfa tidal wetland or a freshwater wetland? *YES /NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS ~,AY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ~ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate fbundation 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 restrictioas with respect to this property? * YES __ · 1F YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: COUNTY .~ Z/~ ,~ ~ ~'--~- being duly swonl, deposes and says that (s)he is the applicant (Name of indivic~ual signing contract) dbove named, CONNIE D. BUNCH t~C[~~ NotaryNo.PUbtic'01BU6186050State of New York (S)He is the (Contractor, Agent, ~2otrporate bfficer, 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 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 therewith. Swgrn to before me thj~ ,., /' t/~ ..~ day of (_,)~ 2d ( Notary Public BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7623 DATE: AUGUST 24~ 2011 1SSUED TO: RAYMOND STRONG PROPERTY ADDRESS: 2205 BAYVIEW AVENUE~ SOUTHOLD SCTM# 52-5-2 AUTHORIZATION Pursuant to the provisions of Chapter 275 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 Auenst 24,2011, and in consideration of application fee in the sum of $250.00 paid by Raymond Strone and subject to the Terms and Conditions ns stated ia the Resolution, the Southold Town Board of Trnstees authorizes and permits the following: Wetland Permit to demolish the existing one story dwelling and deck; construct new two-story dwelling with deck; remove/replace existing septic system; and install drywells to contain roof run-off; with the condition of the installation of a 10' wide non- turf buffer along the landward side of the sea wall which is to be maintained; and as depicted on the site plan prepared by Mark Schwartz & Associates, last dated September 22, 2011, and stamped approved on September 26, 2011. IN WITNESS WHEREOF, the said Board of Trnstees 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. James F. King, President Bob Ghosio, Jr., Vice-President Dave Bergen John Bredemeyer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 # 0859C Date: May 30, 2013 THIS CERTIFIES that the demolition of the one-story dwelling and deck; construction of new two-story dwelling with deck; removal/replacement of septic system; installation of drvwells; installation of 10' wide non-turf buffer landward of sea wall At 2205 Bayview Avenue~ Southold, New York Suffolk County Tax Map # 52-5-2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August lq 2011 pursuant to which Trustees Wetland Permit #7623 Dated August 24~ 2011, was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of the one-story dwelling and deck; construction of new two-story dwelling with deck; removal/replacement of septic system; installation of drywells; installation of 10' wide non-turf buffer landward of sea wall The certificate is issued to RAYMOND STRONG owner of the aforesaid property. New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 · Fax: (631) 444-0360 Website: www,dec.state.ny.us LETTER OF NO JURISDICTION TIDAL WETLANDS ACT Joe Martens Commissioner August 23, 2011 Mr. Raymond B. Strong III 2205 Bayview Avenue Southold, N.Y. 11971 Dear Mr. Strong: Re:UPA #1-4738-03301/00002 Facility: 2205 Bayview Avenue, Southold, N.Y. SCTM #I 000-52-5-2 Based on the information you have submitted the Department of Environmental Conservation (DEC) has determined that: The property landward of the seawall greater than 100 feet in length constructed prior to 8/20/77, as evidenced on Aeroimage exp #72-2020 dated 4/6/76 and shown on the site plan prepared by Mark K. Schwartz, AIA dated 6/16/11 based on the survey of 5/3/11 done by John Metzger, is beyond Article 25 (Tidal Wetland) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' w~jd~onstruction area) or erecting' ~'temporary fence, barrier, or hale bayberm. ~/'- % , Please note t~t th!s !etter d~es not'~elieve you of the responsibility of obtaining p, ermits orTprovals from ot~er agencies or local municipalities, any necessary ;.~e re ~__~,~ : ¢~-~ Wid{and k / I~)uty P ~,m__.,~cfmj_n i s t r ¢ cc: Mark K. Schwartz, Habitat-TVV, File Town of Southold 1~)~) I Erosion, Sedimentat,o, & Storm. Water Run.off ASSESSMENT ~-'~.~'~,~?,~ I P~PE~ L~A~ S.~T~ ~ THE F $COP~-OI~WORK. PROPOSED CONSTRUCTION ~) ~ Pedod. 4 Will ~i~ Proje~ Require any Lm~d Filling, C~ad~ng or Excaval~on ~'here there Is a change to the NaOmi ExisUng C'~'ade Involving more than 200 Cubic ymds of Material width.any Parce~ 5 E~n~ll ~is APl~=allon Require La~ Distur bing Acl~vitles ~ ,OOO 8.F.) Square Fee{ of Ground Su~ace? 6 Is ~ere a Nalural Water Coupe Rurmlng Ihraugh the Site? Is Ibis Pr°~ wflhln ~e Trustees ju~sdfc~3n [~ L.~ er within One Hundred (100') fe~ of a WeUand or Beach?' 7 WIll ~ere be Site I~eparalfon on E,~dsa*~g Grade Slopes ~Y-chH Exceed Filteen ('15) feet o/VeStal Rbe ~o __ mundre~ (100') of Horiz0o~ Distance? ~ 8 W~ Dflveways, Pa¢,~ Areas or olher impe~4ous Into ancl/ar H the dlrec~n o~ a Town dght_of_way? 9 Sworn to before mc this; .................. .......... ...... ,,. FORM- 06/I0 Town Hall Anaex 54875 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 roe ' (631) 7 5 , .q r. nohe~tdt~n.so~q~.ny.us BUI~ .r~ING DEPARTMENT TOWN OF $OUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 2,ompany Name: Name: License No.: Address: JOBSITE INFORMATION: (*Indicates required information) *Name: ~_~ .Cross Street: Phone No.: P~it No.: ~ %~ ~0 Date: .///L..~_9//// Tax Map District: 1000 Section: ,~-~. Block: *BRIEF DESCRIPTION OF WORK (Please Pdnt Cleady) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If* needed] YES/~)~ (~/NO *Service Size: 1 Phase 3Phase 100 150 *New Service: Re-connect ~-'~un Number of Meters Additional Information: Rough In Final 300 350 400 Change of Service PAYMENT DUE WITH APPLICATION Other Overhead % \~5-' .o0 82-Request for Inspection Form WWM-042 (Rev.8/2005) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE, SUITE 2C YAPHANK, NEW YORK 11980 (631) 852-5700 NOTICE OF INCOMPLETE APPLICATION - RESIDENTIAl, TO: Mark Schwartz H.S. REFERENCE NO.: R10-11-0042 , P.O Box 933 Cutchogue, NY 11935 PROPERTY LOCATION: SCTM# 1000-52-5-2 Ba~view Ave The plans for your proposed sewage disposal and water supply systems have been reviewed and the following will be required prior to further processing of the application for approval to construct. PLEASE RETURN A COPY OF TItIS FORM WITH ANY RESUBMISSION. NOTE: CHANGES TO PLANS MUST BE MADE BY A LICENSED DESIGN PROFESSIONAL (I.E. SURVEYOR~ ARI21tITECT OR ENGINEER}. L VaeLIM NAaV APPaOVALS- OTaeR AGENCI [] N.Y.S. Dept. of Env. Cons. [] Sewer District Approval [] SEQRA Determination- Town [] Town Wetlands Permit [] S.C~D.H.S. Vector Control [] Other: 2. PLAN DATA AND INFORMATION REQUIRED [] 3 prints of revised plan required with [] Indicate on plan the specific location(s) [with [] Indicate any surface waters within 300' design professional's original stamp measurementsl of all water supply wells of plot; show wetlands limit as flagged and sil~nature (within 150' of all property lines) or state if by NYSDEC and/or Town ]Application form incomplete: dwellings are connected to public water [] Survey, plan. res hole, grad ng p an, etc. must be based upon NGVD (1929), USC & GS Datum [] Application Fee: $ [] Minimum separation distances not maintained: [] Sewage disposal system Show area for 50% expansion of sewage [] Retaining wall must be designed by P.E. [] Submitfoundation.floor plans For basement /[] disposal system or R.A. i[] Show highest recorded groundwater and [] Comer elevations Surveysll,,XiT, must be no larger than [] calculations Indicate area of lot (sq. ft.) [] Show proposed sewage disposal system/ [] Test boring incomplete . See Below ~ Show location(s) on plan n existing/proposed driveway location Grading plan showing invert elevations [] S.C. Tax Map Number required []bulletinTeSt well required on your lot as per attached [] of sewage disposal system, foundation [] Public sewer stub location from [] Show location of existing/proposed water and final grade (by licensed design sewer district shown on plans facilities ~rofessional) [] Surrounding property - vacant or [] Submit letter from water district indicating [] Slope exceedsstandards: 15% maximum improved (within 150' of all distance to nearest public water main and within 20' of sanitary system, including property lines) availability expansion [] See enclosed Form WWM-043, [] Show sanitary system design based upon [] See additional comments on marked-up Notice of Non-Conformance highest expected ~roundwater elevation survey enclosed 3. OTHER/REMARKS: REVIEW OF THE ADDITIONAL INFORMATION REQUESTED MAY RESULT IN THE NEED TO MODIFY THE PROPOSED WATER SUPPLY AND/OR SANITARY SYSTEM DESIGN. FURTHER INFORMATION MAY ALSO BE REQUIRED FOR REVIEW BY THIS DEPARTMENT. DATE PREPARED: August 11,2011 REVIEWED BY: Laurie Helgans No. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (63 I) 765-1802 Fax (631) 765-9502 December 28, 2012 BUILDING DEPARTMENT TOWN OF SOUTHOLD Raymond Strong Ill 2205 Bayview Ave Southold, NY 11971 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) /~/~,~~i fnea~ ~feSa~i' 0D0~pa rt me nt Ap pro va i. ~',./ / ',,K ¢~umbing after 4/1/84) ~'/~¢/~3 Q'~' Trustees Certificate of Compliance. (Town Trust~es 765-1892) ~...._.~. .~---~ 'tifi~ ('rown r~ Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. __ Final inspection by Building Dept BUILDING PERMIT: 36790 - Demo and New Single Family Dwelling um BAYVIEW AVENUE (VACANT) SURVEY: 05-03-2011 MEETS AND BOUNDS: PECONIC LAND SURVEYORS, JOHN METZGER LIC. 49618 SITE PLAN SCALE: 1" = 50'-0' FLOOD ZONE FROM FIRM MAP 36103C0158H EL. 13.9' 20:1 l:,, 10.5' 3' 5' DARK BROWN LOAM OL BROWN SILT ML BROWN CLAYEY SAND SC PALE BROWN FINE TO COURSE SAND SW EL. 0.8 .... 13.1' WATER IN PALE BROWN FINE TO COURSE SAND .TEST HOLE DATA $CTM# 1000-52-5-2 SUFFOLK COUNTY DEPART~dENT OF HEALTH SERVICES PERMIT F:O.R g::PROVAL..,'~r ~., ,.~,~"'~'"~.,...:~'0~. ~OR, ~ S~NG~:: u~ ........... '" ONLY EXPIRES T~REE YY;.RS FROM DATE OF APPROVAL REVISIONS:" I O/j ,,,/,' I~?~, N / O / F JOHN J. HASSETT Jr. / EL ,," b FIN. FLR.: EL. 16.5' ~i~ D'g(IELLING 'OUlTH PUBLIC WATER ~ ,:.g'e ," ~ ~ ~. F~MED HOUSE ..... ~ EXI~ING SEPTIC : : ~EM PE~ $CHDS ......... -' REQUI~EMENT$ '1 24.3' EXISTING 1 STY. GARAGE EX. DRIVE~AY ._~ POLE PAVERS ~]~ WATER MDI'ER BAYVIEYU NEW GRADE AT EL SEPI'IC: EL. 14.0' 1~' TEST HOLE -_. EL. 13.9' (VACANT) S 46°41'30'' E 160.00' AVENUE (~ATER IN STREET) PROPOSED SEPTIC LOCATION: UTILITY EL 13.2' 'AREA OF EXISTING SEPTIC SYSTEM BUILD UP GRADE PER SCHDS REQUIREMENTS TO ELEVATION 14.0' FOR SEPTIC SYSTEM MAINTAIN MIN. 20' min. SEPERATION BET~X/EEN SEPTIC SYSTEM AND DRY,X/ELLS PER SCHDS MAINTAIN MIN. 10' min. SEPERATION B E'IRX/EEN SEPTIC SYSTEM AND ~,/ATER. LINE PER SCHDS POLE EDGE OF PAVEMENT FROM FROM SYM.: DESCRIPTION: LOC. A: LOC. B: ,Fl' 1500 gal. SEPTIC TANK 19.0' 20.1' LP 1 8' dia. $' deep LEACHING POOL 30.4.' ,35.5' LP 2 8' dia. 8' deep LEACHING POOL ,34-.1' ,30.2' FSE~' ATTACHED SpEC!AL CONDITION LGRADING PLAN AND/OR. PLOT PLAN DWELLING PUBLIC WATER PARTIAL SITE PLAN SCALE: 1" = 20'-0' SCTM# 1000-52-5-2 REVISIONS: I REVISIONS: pROpOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) HOUSE FIN. FLOOR: EL. 16.5' 12.5,~ TOP EL. 13,0' il4' J APPROVED PIPE min. PITCH 1/4"/1' FINISHED GRADE I ELEV. 14.0' H ~ JJ--p~l----1' MIN. 1500gal. ~ SEPTIC TAN K -INV. EL. 12.2' \ MIN. 4" DIA. [] APPROVED PIPE min. PITCH I/8"/1' INV. EL. 11.7' POOL ~¥6TEM /' FINISH GRADE ELEV. 14.0' IIPOOL II I.-,, .: I I I I , I I 18'-o , 3' CLEAN ~ i II I :., SAND ~4 ~' : COLLAR TOP EL. 12.4' tLEACHING POOL INV. EL. 11.6' BOT. EL. 4.1' GROUND WATER ELEV. 0.8' MINIMUM SEPERATION DISTANCE TO SEWAGE DISPC)SAL SYSTEM BUILDING '~JE ll.5 (1) LEACHING POOLS NOTES: 1). MINIMUM LEACHING SYSTEM IS 2 POOl.& 8' DEEP, 8' DIA. 2). LEACHING POOL~ ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 4). A MINIMUM DISTANCE BETWEEN LEACHING POOL5 AND '?JATER LINE SHALL BE MAINTAINED. 5). AN 8" MIN. DISTANCE BET~/EEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. SEPTIC TANK NOTES: ENVIROMENTAL CONSERVATION PRIOR TO ISSUANCE OF SUFFOLK COUNTY APPROVAL NOTES: 1). MINIMUM SEPTIC TANK CAPACITIES IS 1500 GALLONS. 2). CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 ps[ AT 28 DAYS. 3). '~,]ALL THICKNESS SHALL BE A MINIMUM OF 3". A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". ALL ~K/ALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 4). ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS ~X/ATERTIGHT. 5). THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS 0XIITH A MAX. TOLERANCE OF +/- 1/4") ON A MINIMUM 3' THICK BED OF COMPACTED SAND OR PEA GRAVEL 6). A 10' MIN. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. SCTM# 1000-52-5-2 EDDE OF TIDAL WETLANDS AT CONCRETE SEAWALL AS DELINEATED DY SEA LEVEL MAPPING ON MAY 2, 2011 FLOOD ZONE FROM FIRM MAP NUMBER $6103C0158H SEPTEMBER 25, 2009, ELEVATIONS REFERENCED TO N,A,V,D, I om fora/I/or wifh the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ond will ob/de b.v ehe conditions set forth therein and on the permit to construct, The location of wells ond cesspools shown hereon ore from field observations ond or from doto obtoined from others. ANY ALTERA~70N OR ADDITION TO THIS SURVEY IS A t4OLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAt~ EXCEPT AS PER SEOTION 7209-SUBDIVISION 2, ALL OERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR DORIES BEAR THE IMPRESSED SEAL OTI THE SURVEYOR WHOSE SIDNATURE APPEARS HEREON, AREA=83,261 SQ, FT. TO TIE LINE TEST HOLE DATA McDONALD OEOS¢IENOE · 1250 SOUTHOLD, NO. 4961~ 765-1797 11971T 11-137 S.C.D.H.S. REF. NUMBER R10-11-0042 N EDGE OF TIDAL WETLANDS AT CONCRET~ SEAV/ALL AS DELINEA77~D BY SEA LEVEL MAPPING ON MAY 2, 2011 FLOOD ZONE FROM RRM MAP NUMBER $6105C015BH SEPTEMBER 25, 2009. ELEVATIONS REFERENCED TO N,A.V,D. '88 I om fornillor with the STANDARDS FOR APPROVAL AND CONSTRUCT/ON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES (]nd will ob/de by the conditions set forth therein ond on the permit to construct, The Iocot/on of wells ond cesspools shown hereon are from field observotions ond or from doto obtolned from o/hers. ANY ALTERA~70N OR ADDI~70N TO THIS SURVEY IS A [,10LA770N OF SECITON 7209 OF THE NEW FORK STATE EDUCANON LAW, EXCEPT AS PER SEC77ON ?209-SUBDIt4$10N 2, ALL CER77RCA~70NS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF AREA=33,261 SQ. FT. TO TIE LINE coLonY SURVEY OF PROPERTY A T ARSHAMOMOQUE TO'tN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-52-05-02 SCALE: 1%30' MAY 3, 2011 DECEMBER 1, 2011 (FOUNDATION LOCA'~ON) NOMEMBER 7, 2012 (FINAL) TEST HOLE DATA McDONALD GEOSCIENCE 4/26/11 LIC. NO. 496~ P.C. 765-5020 FAX (651) 765-1797 P, O. BOX 909 1250 TRAVELER STREET BOU~GLD, N.× .971 ~--~'' REVISIONS' DESCRIPTION: AREA: LOT COVE~GE: EXCAVATE: FILL: REMARk: ~v~.*~,s~n~ F[RT[LIZER~ANDJRRI~TiONMAyNOTBEUS~ITIIIN ~PJLJ~G sctm~ 1000-52-05-02 ~ROPERTY: 33,260.5 SQ. FT. 0,76 ACRE~ ~ROPER~ TO SEA WALL: 30,775.4 SQ. ~. 0.71 ACRES ............................. ~ ~ ....... ,~ SURVEY: 05-03-2011 MEETS AND ~OUNDS: :PROPOSED HOUSE: 1,880 SQ. FT. 6.1% 200 CU. YDS. 40 CU. YDS. >PUaPLEOEPJN~GEURDIAfO~RD[A~RJTIME)> NORTHERNBA~B~:RY*MYRICAPENNSYLVANICA) --~ EXI~ING SEPTIC SYSTEM: 32 CU. YDS. 32 CU. YDS.~ $E~ID~ GOLDEN"OD (~OL]DA60 JEMP[RVI~NS) PROPOSED SEPTIC $Y$TEM: - - 32 CU. YDS. 32 CU. YDS.>~,zc~,,.*~,cu~,.~*tu~,~ 'L~C~E:;:.'PRuNUj''ROTINA} PO DC FLOOD ZONE N ~LOt~[ONE OCCUPANC? OR TOp EL 13 O' ~ 1' MIN, TOpEL 124~ MN~ 6,, 2 POOL 5T~TE'~ --~T' EL 4'1 ~ GROUNDWATER / ~~ ...... ~, /~ ~ ON LEAD CON~ENT BEFOR E' EL" SOLDER U¢ED IN WATER ........... ,:, EL ~:" ~ SUPPLYS~STEM CANNO] ~ ; % n ~' DARK BROWN LOAM OL UW~LU~U WH~ rU~UC W ~.¢ ~% LiNG WITH PUBLIC ~ATER ~MiNG UNTIL SURVEY BROWN SILT ML OFTOUNDATJOT,. U%rA%ON .... y ,S BEEN A~iz, Ov'~D. O BROWN CLAYEY SAND SC ~ING SE~IC ' ? E' ' ~¢ .... 5' EM PER $CHDS ~ ~) . ~ ' PALE BROWN FINE TO ~ DS REQUIREMU~TS ?' ~ COURSE SAND SW ~ ELEVATION 14.0 ff ~ ~ INTAIN MIN. 20' min. J ~ ' ~ ~ ~' ~ ~ ~ RATION BE~EEN EL 0.8' ~ ~ 1, ~ lc SYSTEM AND APl ~0~ED AS WATER IN PALE BROWN FINE T, ,T MAINTAIN MIN. 10 min. FEE:~BY ~ TO COURSE SAND SW ~ JUTILI~ EX. DRIVE~AYS 46°41'30" E 160.00' S " RAT O NO JFV/ U'm'" E.*.T ENT POLE PAVER5 ~ ~ATER : SEPTIC SY~EM AND 765-180~ 8 AM TO 4 PM FOR T , M~ER I FOLLOWING INSPECTIONS, ~ ~ N E~ ...... 1. FOUNDATION- T~ REQUIRED TEST HOLE DATA~;,7~CTRIOAL&OAULK" BAYVIEW AVENUE , , su "o" McDONALD GEOSCIENCEI' 425.82' ~j ~ INAL- CONSTRUCTION & ELECTRIC  ' L CONSTRUOTION SHALL MEET THE 04/26/2011 I ~ATER IN ~TREET) ~~~~ A). CUT UP TREES ~ER,FY WITH OWNER)AND HAUL THEM AWAY. ~ 150' ~DIUS / 0 P/ ELECTRICAL CON.RUCTION BEGINS, A T~MPOARY G~VEL DRIVEWAY SHOULD BE IN~ALLED ~ I DESCRIPTION: AREA: LOT COVERAGE: EXCAVATE: FILL: REMARKS: )ROPERTY: 33,260.5 SQ. FT. 0,76 ACRES )ROPERTY TO SEA WALL: 30,775.4 SQ. FT. 0.71 ACRES EXIXTIN~HOUXE: L71F£Q. FT. 0.8~ 50CU. YDZ 10/CU. YD£ TO£ER£MOVED EXISTIN~ DECK£/ £TOOPX: 47~ £~. ~T. I.~% 5 CU. YDX. 5 CU. YDX. TO BE REMOVED :EXISTING GARAGE: 537 SQ. FT. 1.8°/o :PROPOSED HOUSE: 1,880 SQ. FT. 6.1% 200 CU. YDS. 40 CU. YDS. :PROPOSED DECK/PORCH: 695 SQ. FT. 2.3% 5 CU. YDS. 4 CU. YDS. EXI~I'ING SEPTIC SYSTEM: 32 CU. YDS. 32 CU. YDS. PROPOSED SEPTIC SYSTEM: 32 CU. YDS. 32 CU. YDS. EXI£TIN6 DRIVE~A Y: 243 £~. FT. 0.8% NON PERVIOU£ EXCESS FILL TO BE USED TOTALS: 3112 SQ, FT. 10.2°/o 324 CU. YDS. 214 CU. YDS. FOR FINAL GRADE STORMWATER MANAGEMENT WHERE APPLICABLE ~"X~"STAKEE~. STANDARD AND SPECIFICATION FOR STRAW BALE DIKE STANDARD AND SPECIFICATION FOR SILT FENCE 2~ IN THE GROUND ~ ~- WiRE TIE  A TEMPORARY BA~IER OF ~IRAW OR SIMILAR MATERIAL USED TO A TEMPORARY BARAIffR OF GEOTEXTILE FABRIC (FILTER CLOTH) USED DEF~NZT~ON: DEFINITION: WATER CONDITIONS WHERE P~ZCE APPLIES: SI~ F~CE ~ STRAW BALE AND SILT FENCE ~:~ 3~ 7s ~HALL NOT [XCE~D 1/2 AC~E ~[R 100 ~E~ OF F~NCE; AND ~PICAL RESIDENTIAL PROPER~ ~ TO THE ~RA~ BALE DIKE. PROPER~ HOUSE FOOTP~NT~ ~__ SPECIFICATIONS UNLES~ OTHERWISE APPROVED BY THE NAIVE ~ ~ ~ ELONGA~ON AT RECOMMENDED ST~N~H {PSi) ~ PROPER~ LINE pu~cu~ S~R~N~ (~b~,) ~0 ~ ~ENLY SPREAD S~W TOE-IN PRE-ASSEMBLED SILT FENCE (USUALLY 15') US ~, SIEVE ~ 2). ~ENCE PO~5 (FOR FABR$CATED UNITS), THE LENGTH SHALL BE A MINIMUM OF 36 [NCHES LONG. ~OOD PO~S ~tLL BE OF 5OUND CITY STREET u SECTION WEIGHING NOT LESS THAN 1 OD PUND PER UNEAL FOOT ; FOR ADDiTiONAL ~RENGTH FILTER FABRIC Excavate the Trench 2. P~CE AND STAKE ~W BALES, 3. STAPLE FILTER MATERIAL TO STAKES G. BACKFILL AND COMPA~ AND E~END IT INTO TRENCH. THE EXCAVATED SOIL. A~ACHING ~O SILT FENCES OF FILTER FABRIC ~TERIAL SECOND FENCE ABU~NG W~H NO G~S. I), BALES SHALL B~ PLACED AT THE TOE OF A SLOPE OR ON THE ~ ~ITH COMPACTED BACKFILL FI~T FENCE 31 BALES SHALL BE SECURELY ANCHORED IN P~CE BY EITHER ~O RUNOFF D]RE~ON TO CREATE A ~HT ~ B / FILTER CLOTH TO BE FA~EN ED SECURELY TO WOVEN ' / ~lO BAL~ AT AN ANOLE TO ~OKC~ mE BALES TOG~H~R. ~AKES ~ ~ - EXCAVATED ~O~L. (FRO~ EL~ATION) S-la SPECIAL PROVISIONS 4. REGULATARY REQUIREMENTS DIVISION6: WOOD AND PLASTICS ALL CONSTRUCTION. MATERIALS AND EQUIPMENT SHALL CONFORM TO ALL STATE, COUNTY AND LOCAL ZONING AND BUILDING ALL FRAMING LUBER SHALL BE GRADED STAMPED DOUGLAS FIR-LARCH, STRUCTURAL GRADE No. 2 OR BETrER. Fb = B75 CODES INCLUDING ANY RELEVANT ENVIROMENTAL REGULATIONS. E= 1,6000.000 DIVISION 0 - BID AND CONTRACT REQUIREMENTS THE CONTRACTOR SHALL EXECUTE ALL WORK IN STRICT ACCORDANCE TO THE SPECIFICATIONS AND RECOMMENDATIONS OF ALL , JOISTS TO BE BY I-LEVEL TRUSS JOISTS RELEVANT REGULATARY AGENCIES INCLUDING BUT NOT LIMITED TO: ACI. AISC, ANSI, APA, ASHRAE, ASTM, DECRR, FEMA,NFPA, · ALL SHIMS UNDER GIRDERS TO BE STEEL PLATE SET ON .060 EPDM OR 2 LAYERS OF ASPHALT FELT. NFORPA, AND UNDERWRII~'ERS LABORATORIES. WHERE APPLICABLE. ADA REGULATIONS MUST BE FOLLOWED. · ALL A1-FACHEMNTS (CONNECTORS, NAILS. HOLD-DOWNS) THAT CONTACT ACC PRESSURE TREATED WOOD MUST BE HOT DIP GALVINAZED AFTER FABRICATION, ZhMAX (G185) OR TYPE 316 STAINLESS STEEL. SOIL BEARING IS ASSUMED TO BE 2 TONS PER SQUARE FOOT, AT A FOOTING DEPTH INDICATED ON PLANS. ACTUAL CONDITIONS TO · ALL WOOD TO BE PROTECTED FROM DIRECT CONTACT WITH CEMENT WITH 2" THICKNESS ASPHALT FELT OR .060 EPDM. 1). INSTRUCTIONS TO BIDDERS BE VERIFIED PRIOR TO PLACEMENT OF FORMS. WHEN THE SOIL BEARING VALUE INDICATED HAS NOT BEEN REACHED AT THE DEPTH * ALL EXTERIOR WALL SHEATHING TO BE 5/8" APA RATED EXPOSURE 1 OR AS NOTED. ALL EDGES TO BE SET ON SOLID BLOCKING AND INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE OWNERS AND MAKE NECESSAY ARRANGEMENTS TO EXCAVATE NAILING PER NAILING SCHEDULE. BID PRICES TENDERED SHALL REFLECT THE INCLUSION OF EVERYTHING NECESSARY FOR PERFORMING AND COMPLPTING THE WORK TO THE DEPTH REQUIRED FOR PROPER SOIL BEARING, · PROTECT ALL FRAMING MATERIALS FROM EXPOSURE TO WEATHER. DO NOT INSTALL SHEATHING IF JOISTS AND SHEATHING ARE REQUIRED AS DESCRIBED BY THESE PLANS AND SPECIFICATIONS. ANYTHING OMITTED WHICH IS NECESSARY FOR THE COMPLETION OF WATER LEVEL ASSUMED BELOW LOWEST CONSTRUCTION. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL. WHERE EOOTINGS WET FROM EXPOSURE. THE WORK OR IT'S APPURTENANCES SHALL BE CONSIDERED A PORTION OF THE WORK ALTHOUGH NOT DIRECTLY SPECIFIED OR ABUTT CELLAR WALLS THEY SHALL BE TiED TO WALLS WITH STEEL REBAR AND WALL TIES. · ALL SUBFLOORING TO BE APA RATED ¥4" THICKNESS AS NOTED. ALL EDGES OF PLY~7OOD TO BE SET ON SOLID BLOCKING. GLUE AND SHOWN IN THESE PLANS AND SPECIFICATIONS. iN EACH CASE WHERE A SPECIFIC MANUFACTURER JS MENTIONED IN THESE PLANS AND · ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION AND ORDERING SCRE~ ALL SHEETS, UNLESS OTHERWISE STATED IN MANUFACTURES SPECIFICATIONS. SPECIFICATIONS, THE BIDDER SHALL BASE THE BILL ACCORDINGLY. IF THE BIDDER ELECTS TO SUBSTITUTE A SIMILAR PRODUCT FOR OF MATERIALS. · ALL HEADERS UNDER 4'-0' SHALL BE SUPPORTED WITH STUD AND JACK STUD EACH SIDE. OVER 4'-0" SHALL BE SUPPORTED WITH CONSIDERATION THE BIDDER MUST PROVIDE BOTH THE OWNBR AND ARCHITECT (IF STRUCTURAL) WITH SPECIFICATIONS AND/OR · ALL STUMPS AND DEBRIS TO BE TRUCKED AWAY FROM SITE. DOUBLE JACK STUDS ON EACH SIDE, OR AS NOTED. SAMPLES, AND THE COST DIFFERENTIAL OF THE SUBSTITUTE FOR APPROVAL, · LOCKING TYPE GRAVEL TO BE USED FOR ALL WALKWAYS AND DRIVE~qAYS. · SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND ELOOR BEAMS AS NOTED, ALL DOOR JAMBS REQUIRE SOLID BLOCKING · NO WOOD CHIPS TO BE USED IN OR NEAR FOUNDATION AS BACKFILL. BELOW FLOOR SYSTEM WHEN WALL IS PARALLEL WITH JOISTS. ALL WALLS PARALLEL TO THE FLOOR JOISTS MUST BE BLOCKED 24" D.C. · ALL SOIL TO REMAIN STOCKPILED AT SITE UNTIL OWNER APPROVES REMOVAL FROM SITE. BELOW IN THE FLOOR SYSTEMS WHEN WALL IS PARALELL WITH JOISTS. · ALL SITE DISTURBANCE THAT REQUIRES DIGGING SHALL BE PRECEDED BY UNDERGROUND UTLITY STAKEOUTS BY THE CONTRACTORS , ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVINIZED METAL PLATE CONNECTORS BY "SIMPSON" OR DISTUBING THE SITE AND FORWARDED TO THE ARCHITECT AND OWNER. THIS INCLUDES BUT IS NOT LIMITED TO MASONRY APPROVED EQUAL. CONTRACTORS, GENERAL CONTRACTORS, PLUMBING CONTRACTORS AND ELECTRICAL CONTRACTORS. · WHEN USING ENGINEERED LUMBER,/MANUFACTURES SPECIFICATIONS TAKE PRECEDENCE UNLESS BUILDING CODES REQUIRE 2). AGREEMENT FORMS · ALL UNDERGROUND SERVICES INSTALLED OR EXISTING WILL BE DRAWN TO SCALE ON PLAN AND PROVIDED TO THE ARCHITECT STRICTBR SPECIFICATIONS. NAILING SCHEDULE DESCRIBES SPACING, SIZE, AND QUANTITY DP FASTENERS. ALL EXTERIOR NAILS SHALL BEFORE FINAL PAYMENT I$ APPROVED, OR AS SOON AS WORK IS COMPLETED IF REQUESTED. BE HOT DIPPED GALVINIZED. THE CONTRACTOR(S) WILL BE REQUIRED TO EXECUTE A WRITTEN CONTRACT WITH THE OWNERS. THE CONTRACTOR SHALL · ALL JOISTS AND RAFTERS SHALL BE Al-['ACHED TO THE PLATE AND STUD WITH HOT DIPPED GALVINZED STRAP CONNECTORS BY INDICATE THE COMPLETION DATE FOR THIS PROJECT AND WILL BE RESPONSIBLE FOR FULFILLING THE TERMS OF THE CONTRACT BY SIMPSON OR APPROVED EQUAL. THAT DATE. THE CONTRACTOR SHALL UNCONDITIONALY GAURANTEE ALL WORKMANSHIP AND CONSTRUCTION FOR A PERIOD OF SOIL BEARING IS ASSUMED TO BE 2 TONS PER SQUARE FOOT, AT A FOOTING DEPTH INDICATED ON PLANS, ACTUAL CONDITIONS TO · ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED PER MANUFATURER'S SPBCIFICATIONS. WEB ONE (1) YEAR FROM THE DATE OF ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. THERE SHALL BE A 1RYTO (2) YEAR GAURANTEE ON B E VERIFIED PRIOR TO PLACEMENT OF FORMS. WHEN THE SOIL BEARING VALUE INDICATED HAS NOT BEEN REACHED AT THE DEPTH STIFFENERS SHALL BE REQUIRED AT ALL LOAD BEARING POINTS AT A MINIMUM, A SINGLE 1-3/4" RIM JOIST SHALL BE REQUIRED AT ALL HEATING, VENTILATION, AIR CONDITIONING. PLUMBING AND ELECTRICAL SYSTEMS INCLUDING WORKMANSHIP, EQUIPMENT [FqDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNERS AND MAKE NECESSAY ARRANGEMENTS TO EXCAVATE FLOOR PERIMETERS, UNLESS OTHER',X/lEE NOTED. HANDELING, STORAGE AND ERECTION OF COMPONENTS SHAEL BE PER AND MATERIALS. THERE SHALL ALSO BE A SIX (6) YEAR GAURANTEE ON "MATERIAL DEFECTS". THE CONTRACTOR SHALL SUPPLY THE TO THE DEPTH REQUIRED FOR PROPER SOIL BEARING. MANUFACTURERS RECOMMENDATIONS. OWNER WITH ALL GAURANTEES NOTED ABOVE UPON COMPLETION OF THE WORK AND SHALL REPLACE ANY DEFECTIVE WORK X)~ATER LEVEL ASSUMED BELOW LOWEST CONSTRUCTION. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL. WHERE FOOTINGS · ALL MULTIPLE MICROLAM PRODUCT~, TO HAVE 2 ROWS OF V2" DIAMETER MACHINE BOLTS AT ?2" D.C., LOGATED 2" FROM TNB TOP WITHOUT ANY EXPENSE TO THE OWNERS AND PAY FOR ALL DAMAGE TO OTHER PARTS OF THE BUILDING CAUSED BY THE REPAIR, ABUTT CELLAR WALLS THEY SHALL BE TIED TO WALLS WITH STEEL REBAR AND WALL TIES. & BOTTOM MEMBER, OR AS NOTED. WASHERS AND NUTS SHALL BE USED. THE CONTRACTOR SHALL REPLACE DEFECTIVE WORK WITHING NINETY (90) DAYS OF BEING NOTIFIED OF THE DEFECT. * ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION AND ORDERING * ADEQUATE BLOCKING TO BE USED AROUND KITCHEN CABINETS, BACKSPLASHS, SHOWERS, BUILT-INS, STAIRCASES. TRIM, HANDRAILS, OF MATERIALS, AND CEILING FAN BOXES. · ALL STUMPS AND DEBRIS TO BE TRUCKED AWAY FROM SITE. · LOCKING TYPE GRAVEL TO B E USED FOR ALL WALKWAYS AN D DRIVE~AYS. · NO WOOD CHIPS TO BE USED IN OR NEAR FOUNDATION AS BACKFILL, 3). INSURANCE · ALL SOIL TO REMAIN STOCKPILED AT SITE UNTIL OWNER APPROVES REMOVAL FROM SITE. · ALL SITE DISTURBANCE THAT REQUIRES DIGGING SHALL BE PRECEDED BY UNDERGROUND UTLITY STAKEOUTS BY THE CONTRACTORS DIVISION 7: THERMAL AND MoIDrURE PROTECTION THE CONTRACTOR SHALL CARRY WORKNIEN'S COMPENSATION INSURANCE, PUBLIC LIABILITY INSURANCE AND ANY OTHER FORM OF DISTUBING THE SITE AND FORWARDED TO THE ARCHITECT AND OWNER. THIS INCLUDES BUT IS NOT LIMITED TO MASONRY INSURANCE REQUIRED BY LAW AND/OR AS AGREED UPON WITH THE OWNER. THE CONTRACTOR MUST REVIF~ THE POLICIES AND CONTRACTORS, GENERAL CONTRACTORS, PLUMBING CONTRACTORS AND ELECTRICAL CONTRACTORS, · BASEMENT WALLS TO BE WATERPROOFED WITH LOW V.O.C, WATERPROOF COATING OR AS NOTED, THE COVERAGE LIMITS OF THOSE POLICIES WITH THE OWNER AND IF NECESSARY MODIFY THOSE POLICIES TO SATISFY THE OWNER. · ALL UNDERGROUND SERVICES INSTALLED OR EXISTING WILL BE DRAWN TO SCALE ON PLAN AND PROVIDED TO THE ARCHITECT . INSULATE ALL INTERIOR WALLS. BEDROOM INTERIOR PARTITION WALL~ TO HAVE SOUND INSULATION. EXTERIOR THE OWNER SHALL NOT BE LIABLE OR RESPONSIBLE FOR ANY ACCIDENT, INJURY. LOSS OR DAMAGE HAPPENING OR OCCURIRING BEFORE FINAL PAYMENT IS APPROVED, OR AS SOON AS WORK IS COMPLETED IE REQUESTED. iNCLUDiNG AT GARAGE, TO BE INSULATED WITH KRAPT FACED INSULATION (PAPER SIDE TOWARDS LIVING SPACE SIDE). INSULATE DURING THE TERM OF THE PERFORMANCE OF THE WORK HEREIN REFERRED TO, AND IN CONNECTION THEREWITH TO PERSONS, ALL FLOOR AND CEILING JOISTS. AND/OR PROPERTY. THE CONTRACTOR SHALL FULLY INDEMNIFY AND PROTECT THE OWNER AND HIS AGENTS, INCLUDING THE SOIL BEARING IS ASSUMED TO BE 2 TONS PER SQUARE FOOT, AT A FOOTING DEPTH INDICATED ON PLANS. ACTUAL CONDITIONS TO · SIDING TO BE No. 1 18" RED CEDAR R&R SHINGLES, UNLESS OTHERWISE NOTED, AT 5-1/2" EXPOSURE (MAX.). ROOFING TO BE No. ARCHITECT, HIS CONSULTANTS AND EMPLOYEES, FROM AND AGAINST ARISING THEREFROM. THE OWNER SHALL PROVIDE THEIR B E VERIFIED PRIOR TO PLACEMENT OF FORMS. WHEN THE SOIL BEARING VALUE INDICATED HAS NOT BEEN REACHED AT THE DEPTH BLUE LABLE RED CEDAR PERFECTIONS,. UNLESS OTHERWISE NOTED, EXPOSURE PER MANUFACTURES RECOMMENDATIONS. ALL NAILS OWN PROPERTY DAMAGE, FIRE AND OTHER INSURANCE THEY DEEM NECESSARY. INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE OWNERS AND MAKE NECESSAY ARRANGEMENTS TO EXCAVATE TO BE STAINLESS STEEL. INSTALL PER CEDAR SHAKE AND SHINGLE BUREAU SPECIFICATIONS. TO THE DEPTH REQUIRED FOR PROPER SOIL BEARING. · ALL EXTERIOR DOORS AND WINDO'0~S TO BE PAN-FLASHBD WITH LEAD COATED COPPER WITH SOLDERED SEAMS. ALL SEAMS TO BE WATER LEVEL ASSUMED BELOW LOWEST CONSTRUCTION. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL. WHERE FOOTINGS WATERTIGHT. ABUTT CELLAR WALLS THEY SHALL BE TIED TO WALLS WITH STEEL REBAR AND WALL TIES. * CHIMNEY WILL BE THROUGH FLASHEID WITH LEAD COATED COPPER PAN WITH WEEP HOLES ABOVE PAN. · ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION AND ORDERING GENERAL CONDITIONS OF MATERIALS, · ALL STUMPS AND DEBRIS TO BE TRUCKED AWAY FROM SITE. · LOCKING TYPE GRAVEL TO BE USED EOR ALL WALKWAYS AND DRIVDvVTAYS, · NO WOOD CHIPS TO BE USED IN OR NEAR FOUNDATION AS BACKFILL. 1). SUMMARY OF WORK * ALL SOIL TO REMAIN STOCKPILED AT SITE UNTIL OWNER APPROVES REMOVAL FROM SITE, DIVISION 8: DOORS AND WINDOWS · , ALL SITE DISTURBANCE THAT REQUIRES DIGGING SHALL BE PRECEDED BY UNDERGROUND UTLITY STAKEOUTS BY THE CONTRACTORS THE CONTRACTOR SHALL INCLUDE AND PROVIDE FOR ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, TAXES. ETC. DISTUBING THE SITE AND FORWARDED TO THE ARCHITECT AND OWNER. THIS INCLUDES BUT IS NOT LIMITED TO MASONRY * EXTERIOR WINDOWS AND DOORS PER PLANS AND ELEVATIONS AND OPENING SCHEDULE (iF PROVIDED). DOOR AND WINDOW NECESSARY OR REASONABLY INCIDENTAL TO THE PROPER COMPLETION OF THE ENTIRE PROJECT UNLESS SPECIFICALLY NOTED AS CONTRACTORS, GENERAL CONTRACTORS, PLUMBING CONTRACTORS AND ELECTRICAL CONTRACTORS. HARDWARE TO BE DETERMINED. · ALL UNDERGROUND SERVICES INSTALLED OR EXISTING WILL BE DRAWN TO SCALE ON PLAN AND PROVIDED TO THE ARCHITECT · ALL OPENINGS TO BE SUPPLIED APPLIED EXTENSION JAMBS BY MANUFACTURE. BEING THE RESPONSIBILITY OF OTHERS. MATERIALS, EQUIPMENT AND WORI~4ANSHIP SHALL BE NEW AND OF THE BEST OF THEIR RESPECTIVE KIND UNLESS OTHERWISE NOTED. THE CONTRACTOR WILL SOLELY RESPONSIBLE TO EXECUTE ALL WORK IN SUCH A BEFORE FINAL PAYMENT IS APPROVED, OR AS SOON AS WORK IS COMPLETED IF REQUESTED. * ALL EXTERIOR OPENINGS TO BE STRAPPED PER CONSTRUCTION DETAILS. MANNER AS TO PROTECT THE SAFETY OF THE WORKERS AND THE PUBLIC. ANY DAMAGE OR DISRUPTION TO PREEXISTING SURFACES, AREAS AND/OR STRUCTURES RESULTING FROM CONSTRUCTION SHALL BE REPAIRED TO THE ORIGINAL CONDITION BY CONTRACTOR. . THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INCLUDING THAT OF HIS SUBCONTRACTORS. · ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF THE WORK AND DJlVISION 3: CONCRETE ORDERING OF MATERIALS DIVISION 9: FINISHES · THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES CLEAN AND FREE FROM ACCUMULATION OF WASTE MATERIALS AND · ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL AT A MINIMUM OF 3 FEET BELOW GRADE. RUBISH. MAJOR SITE CLEANUP TO OCCUR ON EVERY FRIDAY AFTERNOON.. ., ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM 28 DAY STENGTH OF 3000 P.S.L UNLESS OTHERWISE NOTED. , PROVIDE 5/8" SHEETROCK ON ALL WALLS AND CEILINGS UNLESS OTHERWISE NOTED. · AT THE COMPLETION OF THE WORK THE CONTRACTOR MUST REMOVE ALL WASTE MATERIALS, RUBBISH, IMPLEMENTS AND · ALL BATHROOMS SHALL HAVE MOISTURE RESISTANT SHEETROCK. USE CEMENT BOARD IN ALL SHOWER AND BATH AREAS. SURPLUS MATERIALS, LEAVING TNE SITE AND THE BUILDING CLEAN. EXPOSED AND ACCESSIBLE SURFACES TO BE WIPED CLEAN. FLOOR . GARAGE AND MECHANICAL ROOMS ~ALLS AND CEILING TO BE HAVE TYPE-X FIRE RATED SHEETROCK. TO BE WAXED AND POLISHED IF SPECIFIED AND ALL GLASS AND MIRRORS TO BE CLEANED AND POLISHED. ALL HARDWARE, · INSTALL 5/8" TYPE-X FIRE RATED SHEETROCK OF BOILERS/FURNACES PER CODE. MECHANISMS AND SYSTEMS SHALL BE CORRECTLY ADJUSTED TO PROVIDE FOR PROPER OPERATION WITH ALL APPROPIATE · ALL BATHROOM TILE/STONE AS NOTED ON FINISH SCHEDULE OR AS SELECTED BY OWNERS, OPERATION AND MAINTAINANCE MANUALS PROVIDED FOR THB OWNER IN A BINDER FORMAT. D~IVISION 4: MASONRY · ALL WALLS AND CEILING TO HAVE ONE COAT PRIMER AND T~O FINISH COATS OF LATEX PAINT ALL PRIMER AND PAINT SHALL BE · THE CONTRACTOR SHALL SECURE AND THE OWNER SHALL PAY FOR ALL PERMITS. REQUIRED INSPECTIONS, BORINGS, TESTING, BENJAMIN MOORE UNLESS OTHERWISE NOTED, VERIFY COLORS WITH OWNERS. UTILITY CONNECTION FEES, R£LATED FEES OR CHARGES, FINAL SURVEY (AS BUILT) AND THE CERTIFICATE OF OCCUPANCY CONTRACTOR WILL COMPLY WITH THE APPLICABLE PROVISIONS OF ALL CODES, STANDARDS AND SPECIFICATIONS REFERENCED IN * BATHROOM WALLS AND CEILINGS TO BE SEMI-GLOSS PAINT. ALL OTHER ROOMS TO BE LOW-LUSTER UNLESS OTHERWISE SPECIFIED · AC153h BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES * FINISH COAT OF ALL INTERIOR AND EXTERIOR WOOD TRIM, DOORS, ETC. TO BE BRUSH COAT. · , ACI531R: COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES 2). ALLOWANCES * ACI530.h SPECIFICATION FOR MASONRY CONSTRUCTION · ASTMC-90: LOAD BEARING MASONRY UNITS · ' ASTMC-129: NON-LOAD BEARING MASONRY UNITS WHERE APPLICABLE: UNIT PRICE, STIPULATED SUM, OR OTHER FORM OF PRICING MAY BE TENDERED BY THE CONTRACTOR IN ORDER *' ASTMC-140: TESTING CONCRETE MASONRY UNITS TO COMPLETE A BID AND SHALL BE CLEARLY INDENTIFIED, "ASTMC-744: SPECIFICATIONS FOR PRE-FACED CONCRETE AND CALCIUM SILICATE MASONRY UNITS DIVISION 10: SPECIALTIES · BIA: TECHINICAL NOTES ON BRICK CONSTRUCTION · NCMA: TEK BULLETINS · PROVIDE ALLOWANCES FOR ALL IqTC;HEN CABINETS, BATH VANITIES, COUNTER TOPS, BUILT-INS AND FIREPLACE MANTLES INCLUDING INSTALLATION, 3). COORDINATION THE ARCHITECT IS AVAILABLE TO THE OWNER AND CONTRACTOR FOR CONSULTATION REGARING THE INTENT OF THESE PLANS AND D~IVISION 5: METALS SPECIFICATIONS AND ANY DEVIATION FROM THEM SHALL BE REPORTED TO THE ARCHITECT. FOR CONSIDERATION, IN WRITING DIVISION 11: APPLIANCES PRIOR TO COMMENCEMENT OF THE WORI/,, FINAL DECISIONS TO ACCEPT NON-CONFORMING WORK OR CHANGES WITH RESPECT 11'HE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHTECT FOR APPROVAL. ERECTION OF STRUCTURAL TO THESE pLANS AND SPECIFICATIONS SHALL BE THE RESPONS[BILTY OF THE OWNER. STEEL SHALL NOT BE PROCEED UNTIL THE SHOP DRAWINGS HAVE BEEN APPROVED. · GENERAL CONTRACTOR TO INCLUDE ALL APPLIANCES AND INSTALLATION AS PER MANUFACTURER'S RECOMMENDATIONS, PROVIDE · DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN OVER SCALE. IT IS THE RESPONSIBILTY OF ALL CONTRACTORS AND/OR THEIR . ALL STRUCTURAL STEEL SHALL BE A36 STEEL CONFORMING TO ASTM SPECIFICATIONS. AFFIDAVIT TO BE FILED WITH THE BUILDING ALL WARRANTIES, INVOICES, SPARE PAR~,TS, ETC. TO OWNERS AT COMPLETION OF PROJECT. REPRESENTATIVES AND EMPLOYEES TO BRING ALL DESCREPANClES TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. DEPARTMENT UPON REQUEST. · UNAUTHORIZED ALTERATION TO THE PLANS AND SPECIFICATIONS MAY BE UNLAWFUL AND MAY INVAUDATE THEM. VERIFY ALL . ALL STRUCTURAL STEEL FABRICATIONS, ERECTION AND CONNECTIONS SHALL CONFORM TO THE LATEST AISC STANDARDS AND CHANGES WITH THE ARCHITECT. SPECIFICATIONS TYPE 2 CONSTRUCTION EXCEPT AS NOTED. · PRE-CONSTRUCTION MEETINGS ARE REQUIRED FOR CONTRACTOR AND/OR SUBCONTRACTORS AND ARCHITECT AT SITE BEFORE · ALL FIELD CONNECTIONS TO BE sa- DIAMETER MACHINE BOLTS UNLESS OTHERWISE INDICATED, SHOP CONNECTIONS SHALL BER DiVISiON 12: MECHANICAL EACH PHASE OF WORK BEGINS. PER TYPE 1 CONSTRUCTION PER AISC FOR PORTAL FRAMES AND SHALL BE DETAILED TO DEVELOP AT LEAST FULL ALLOWABLE · CONTRACTOR IS RESPONSIBLE FOR ORDERING MATERIALS AND VERIFYING ALL QUANTITIES. MOVEMENT AND SHEAR CAPACITY. ALL REMANING STEEL TO HAVE TYPE 2 CONNECTIONS. A-307 BOLTS MAY BE USED FOR MINOR · THESE PLANS AND SPECIFICATIONS ARE AN INSTRUMENT OF SERVICE AND ARE THE THE PROPERTY OF THE ARCHITECT. CONNECTIONS WHEN ACCEPTABLE BY LICENSED PROFFESIONAL ENGINEER, · NL~2 BOILER TO BE HIGH EFFICIENCY,', 90% OR BETTER. · ALL WELDING SHALL CONFORM TO AISC AND AWE SPECIFICATIONS. · PRESSURE-BALANCING VALVES IN ALL :SHOWERS. SCALD GUARD SHOWER CONTROLS ARE REQUIRED. · ' STEEL ENCASED IN CONCRETE SHALL NOT BE PAINTED. ALL STEEL SURFACES NOT IN CONTACT WITH CONCRETE SHALL RECEIVE ONE · INSTALL ALL PLUMBING FIXTURES AS S~ELECTED BY OWNERS. SHOP COAT OF APPROVED PAINT. AND AFTER ERECTION. ONE FIELD COAT, OMIT PRIMER PAINT AT LOCATION OF FIELD WELDS · ALL SEWER LINES, LEADING TO OUTSI[DE, SHALL BE OF CAST IRON SOIL PIPE AND FITTINGS SHALL CONFORM TO THE REQUIREMENTS AND HIGH STRENGTH BOLTS, THESE AREAS SHALL RECEIVE TWO COATS ONCE CONNECTIONS HAVE BEEN COMPLETED. OF CISPI STANDARDS 301, ASTM A88BI OR ASTM A74. PIPE AND FITI'INGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF · . NO BEAMS OR COLUMNS SHALL BE CUT BY THE PLUMBING OR AIR CONDITIONING CONTRACTORS WITHOUT APPROVAL OF THE THE CAST IRON SOIL PIPE INSTITUTE (OR RECEIVE PRIOR APPROVAL BY A PROFFESSIONAL ENGINEER. ARCHITECT. · ALL NOTCHING AND BORING TO FOILLOW ND00 YORK STATE CONSTRUCTION CODE AND MANUFACTURES SPECIFICATIONS · , THE STRUCTURE SHALL BE PROPERLY GUYED AND BRACED. (LATEST ISSUE). · . GROUT UNDER ALL COLUMNS AND BEAM BEARING PLATES. GROUT SHALL NON-SHRINK. "PROPAK" OR EQUAL, · , PROVIDE LOOSE LINTELS AS REQUIRED FOR OPENINGS IN MASONRY WALLS AND PARTITIONS. · , PROVIDE HOLES IN SHOP FOR BOLTED BLOCKING, PIPE PENETRATIONS, ETC. DETAILS SHALL BE SHOWN ON SHOP DRAWINGS FOR REVIEW BY ARCHITBCT. · , BEAM WEB STIFFENERS SHALL BE PROVIDED AT POINTS OF REACTIONS, DIVISION 13: ELECTRICAL · , ALL STEEL THAT CONTACTS ACC PRESSURE TREATED WOOD MUST BE HOT DIPPED GALVINIZED AFTER FABRICATION, Z-MAX (Gl85) OR TYPE 316 STAINLESS STEEL. · ALL ELECTRICAL WORK SHALL MEET OR EXCEED NE~ YORK STATE CODE. · , ALL FOUNDATION ANCHOR BOLTS SHALL BE 5/8" DIAMETER WITH AN EMBEDMENT OF 8" MINIMUM. PROVIDE 3"X3" H.D,G, · ALL BREAKERS AT SERVICE PANEL SHAILL BE LABELED, SQUARE WASHERS AND NUTS. · INSTALL COMBINATION SMOKE AND Co DETECTORS AS INDICATED ON PLANS, DETECTORS SHALL BE HARD-WIRED, · . ALL FOUNDATION ANCHOR BOLTS MUST BE HOT DIPPED GALVANIZED AFTER FABRICATION, Z-MAX (G185) OR TYPE 316 STAINLESS INTERCONNECTED, WITH RECHARGABLE BATTERY BACK UP. STEEL, * INSTALL FIXTURES AS SELECTED BY O~//NERS, , · ARCHITECT AND OWNER TO WALK THRU WITH BUILDER AND ELECTRICIAN FOR VERIFICATION OF ALL SWITCHES, OUTLETS, WITH RIGHT ANGLE BEND AWAY FROM EXTERIOR WALL OR DIRECTED ON BOLT. FIXTURES, ETC. PRIOR TO ]NSTALLATIION, · , A MINIIMUM OF ONE ANCHOR BOLT SHALL BE PLACED WITHIN 6" TO 12" FROM ENDS OF MU DSILL PLATES. · ANCHOR BOLTS SHALL BE PLACED WITHIN 6 OF MUDSJLL SPLICES. 5/B" X B-1/2" STEEL POWER STUD BOLTS SHALL BE USED WHERE NECSSARY TO MEET SPACE REQUIREMENTS (21 DAYS PAST POUR). REVISIONS: ~z h:'¢~'-;",~"*~;:*'l . , , , , ,,., , ,I, , , , , , , , , , , , , ' ' EAST ELEVATION SCALE: 1/4" = 1, ~ ' ~u ~.~ ~~~1~~/"~ ~ MI'I/MS NORTH ELEVATION s~: u,'= ~' A- 1 WEST ELEVATION SCALE: 1/4":1' SCALE: 1/4"- 1' A-2 ....................~ ,.-~,- ................ ~.~ ................. ,.~., ................. ,_~., ................. ,.~_,_~ , S[LF-COUNTER$IN KING SCR~ ( "(2):I4"MLFL, BEAM . [ ~ ~0 , , , 4X4X)/4 TUS E STEEL COLOMN L I I ~ ~ ----- ,, . 58'-5V4" S~LE: 1/4" = 1' ~. FOUNDATION S~B ?O ~$ 4m'THIClq BO0Opil CONCRE*~ ON COMPACTED ® ...... \ ~ % ~ KITCHEN LAUNDRY ROOM ~ r( DEN ~ ¢]%4- -- ~ '- - ~ ~2632 TEMPERED / ~ 1ST FLOOR P~N - PROJE~ NORTH 11'-1V2" 5'-7V~" SITTING AREA 10'-6" DF#2; A251 4 14' 4' 11%" 4'-111/2' (~) MASTER BEDROOM CAT}HEDRAL cElul~a 5'-10" [ 11'-172" '¢JALK-IN CLOSET DF#2 HDR MASTER BATH PROJECT NORTH I LIVING SPACE: 1321 SQ. FTi'. [ TEMPERED 2-~X)3046 2ND. FLOOR PLAN SCALE: 1/4" = 1' x, 1 7'-- 01/2'' ~ 7' BEDROOM No. 4 {3) 1-~/4Xll-7/8 ML ELLJ~H BEAM 17'-5%" 4' - 4V=" STAIR HALL (2) 2X8 DF#2 I No. 2 N TEMPERED 3'-11" BEDROOM No. 3 -- . (~) ~XlO DE/J2ZLU~H B,.EAM . ti DECK l~ 19'-5~A" 1T- 51/4" 2-T~3046 7'-6" T-B" 15' 0" ALL 'g~ALLS AND CEILINGS TO BE PROVIDED 'O~JTH 5/8" SHEET I ROCK, A-5 STORM WATER MANAGEMENT DETAILS " .......................... ROOF AREA: 2262,7 SQ. FT, ' ..... , ..... ,, , u ,, NTS " AT 100% WATER RUNOFF: 377.9 CU FT, ,, OGEE GU~ER STANDARD 5" :: NOTES: ' ~). EXECUTION:zxz¢~ .... ~, ~E[ ~No. ~LOO~ P~N I , ~ i ~ ....... A). DO NOT BEGIN INSTAL~ON UNTIL SUBST~TES HAVE BEEN PROPERLY PREPARED, 2). PRE~R~TIO~: B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFA~URE FOR , , , ' ACHIEVING THE BEST RESULTS FOR THE SUBST~TE UNDER THE PROJE~ CONDI~ONS, , ' ' , , C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTA~ WITH DISSIMI~R M~ALS WITH PROTEGE BAC~NG PAINT, 3, INSTALLATION: ~-- , ........ , ,, , ,' ' , ,,, ,, A). PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE D~WINGS, , , ...... k , 1). GU~ER TO BE P~CHED TOWARDS LEADER 1" TO 2" FOR EVERY 40' OF RUN. 2). SHE~ METAL JOIN LENGTHS WITH WATERTIGHT ]O,NTS. ' / X~ '' ' ~ '~/ X a). COPPER / LEAD: FLASH AND SOLDER GU~ERS TO DOWNSPOUTS AND .... .... .... B). ALUMINUM: mVET AND ~ULK WITH A BU~L SEALANT SLIP JOINT ' ' ........ ~ -" / ~ .... ~ ' , 3), CONNEG DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICTED. SEAL CONNE¢ION WATERTIGHT. 4). PROTE~ON: A). PROTE~ INSTALLED PRODU~S UN~L CONPL~[ON OF PAO]E~, ' B). TOUCH-UP, REPAIR OR REP~CE DAMAGED PRODUCTS BEFORE SUBSTAN~AL , , COMPLETION. ,LOODINO O, OROU.D~ATEA, O" INTERFERE ~ITH T"' O~EAATION O' 'U~'URFAGE ....,,,,*..,.O~*~,.**. CO."OU~''."'~''""~O"~UC"O~ PROJECT NORTH 2),APPLY,/8"THIO(RRCDXSHEATHINGOVERROOF'F*AME,WoRKUNDER~YM~T IS NOTTO BE LE~ EXPOSEDTO ELEMENT, AT ENBOFTHEDAY COVER FROM COMPACTING THE SUBGRADE SOILS. TEMPORARILY OR PERMANENTLY D~IN TO THE DRY WELL ARE ~ABILIZED. THIS 5UgGRADE ~OJ~ AT THE DRY WELL BOSOM, WHICH SHOULD BE E~TABLIgHED ONbY AFTER CONSTRUCTION ~,THIN THE DRY ~ELL" DRAINAGE A~E" COMPLETED ANDDRAiNAGE AR,A ~ABILIZED. RUNOFF POLLUTION, ROOFS CAN N~ERTHELE~$ BE TNE SOURCE OF PARTICU~TE5 AND ORGANIC MA~,R AND, DURING ,IT, CON,TRUCTION, SEDIMENT AND DEB RI,, THeREFORe, ROOF OUTER GUARDS AND / OR SUMPS OR TRAPS (EQUIPPED WITH CLEAN-OUTS) IN CON DUITS TO A DRY ~ELL SHOULD BE INCLUDED ~HER~ER PICAL SOFFIT DETAIL SCALE: 1-1/2" = 1'-0" REVISIONS: 3~ ~ ql c,o '~ q~co 1.3/4X14 ~L PLUMBING SCHEMATIC NmS. 1 i WIND-BORNE DEBRIS PROTE~ION FOR WOOD STRU~U~L PANEL::~"?~', ',, AS PER TABLE 1609.1.4, N.Y,S, RES, CODE: ALTERNATIVE FOR OPENING PROTE~ON (IF NOT USING IMPA~ G~ING) . A-7 b /~ IIIIII IIIII~IIII[IIIII III [IIII~ II[III i [i --'--~'-- ~ / X L~X ,~"~," ,,, ~,.,~: -,~- //;~;:;:~ SECTION B-B = S~LE: 1/4"= l'-O" ...2~':~2~ 1-~/4XI1.7/8 ML RIDGE ' ,, , 3/4 AC SHEATHING ~ ~ --' ,--- , .... '.- ' ' SCALE: 1,/4" = 1'-0" STRONG HOUSE EXTERIOR MATERIAL FINISHES / DETAILS: Room FINISH ~CME~Ot~ SIDING: ISENI-TRANSPAREN1 18"R&P~ SHED ROOF FRE~E: VERSATEXWH~E 5/~X4 ~OCA~O~: ~O'O~: ~L~: ~.~.~: I 11/16" FLAT ~OOL W/OGEE EDGE~ ~NDOW TRIM: VE~ATE~ WH~ 5,4X4 ./2" THICK SILL PORCH COLUMNS: ~.mG (o. EQUAt) Z4XZ4 Fm~R~S 1~.~ ~,: 1 1/16"X1-1/8" COVE'~ ~ ~ ~, HR~? Huds~ HR710 BUILTOUTGAB~ ~AT~WH~ 5/4X12(BEHINDB~S) PERGO~OISTS: CLE~CEDAR PAINTEDWHI~ ~BA~ ~m~ ~ ~ ~m~m~~ INTERIOR~SINIG 2ND. FLOOR CEILING TRIM F~IZEBD.: S/4X8(ALONG~K~) ~ ~"~m~. ~.m-~ ~m WINDOW STOOL WITH APRON c~ ~,~-~m.~ ~-~a~ s~ 15/16"X2-~/4" WAINSCOAT CAP~ m~ ~cH ~ ]x~ ~,.~,~, ~u~ ~/2" THICK MDF PANEL5 BIDDING COMMENTS: 3~.~ox: BEADING ~ 2-1/2" OC +/-~ PRICE ~ERIOR OPENINGS A5 ANDE~N 400 SERIES, (DOUBLE HUNGS TO BE u~ c~o~ a.~*~ ~-~ ~mo~ TILT ~ASH). ~H~E VINYL E~E~OR~ PREFINISHED INTERIOR ~/PREFINISHED ~ ~,~ ~-q~ ~ ~u~c~ ~-pcM~0s ]~MBS. STANDARD H~RD~ARE. ALL UN~S TO HAVE SCREENS. ALL LOCKS TO BE s~ ~m~ ~-~u~ ~ ~m~ _ TRIM I~T~ FLOOR CEILING TRIM KEYED A~K~. DO0~ TO HAVE OAK SADDLE. 6RILLES TO B~ 1-1/8" ~ID~ ~/ ~A~ ~m~ ~ ~ SPACER ~AR~ INTERIOR + ~ERIOR G~LLE. BATHROOM (~HERE APPLI~BLE) TO ~ ~.w~s~ ~-~ ~ ~NSCO~IN~ HAVE VINYL JAMBS AND STAINLES~ STEEL HARD~ARE. REVIE~ P~NS FOR ~ ~-~'~ s~-~u~ WINDOWS REQUI~NG TEMPERED GLASS. ~. ~ ~.~m~ ~-~ >>> NOTE: P~CE ALTERNA~VE: MARVIN INTEG~ <<< c~ ~-m'~xm~ ~"~ INTERIOR TRIM INTERIOR DOOR E~E~OR DOORS TO BE BE THERMATRU FIBERGA~S WITH OAK THRESHOLD. R~ o~m ~ ~Nc. m~s~k~ ZNT~O~ ~o~ DOOR LOC~ AND HINGES TO BE EMTEK. (us~ NDE MAmmAL WHERE APP~BL~ NOD~L No. T~000 ~YP~U~ OR~ALL NOTE~: J BO~ TO CO~,~Y W~m THE TO~NmS RseUmEO ~ THru S~O". ~). A,PLY ~O~ CO~OUN~ ~ n~T COAT TO F~ O~,~S~O~. mOP,Tm U~Om CO~OmO,S OF SE~C~ A,O ~,,U~O,. AS gE~ORS~TEO SHED ROOF FREEZE: VERSATEX WHITE 5/4X4 GLITTERS/LEADERS: 5EANLESSOGEESTYLE WHITE PORCH ROOF BRKT, PAINTED CA, CEDAR 6X6 MATERIAL - CUSTOH LOCATION: FLOORS: WALLS: CEH',~G: R~MA~.~: FOUNDAT/ON: l~ ~L~R; 2~. F~OR: NYS ENERGY COMPLIANCE NOTES I FOUNDATION: CRAWL SPACE: /HE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE WINDOWS AND DOORS: INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, W,NDOW AND DOORW,TH WOOD TR,M: ACCORD,NO TO THE COMPL,ANCE ANALYS,S. , REScheck So' are Vers mn 1). INSULATE HEADER UNCONDITIONED BASEMENTS: Corn iance Cer!:i'i'ica :e 3). SEAL BE'T'~EEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. , BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ' ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRY~ALL RETURN: SUCH AS WIRING AND PLUMBING P£NETRATIONS, AND WEATHER STRIPPING ON THE 1). CAULK JOINT BE'T'gUEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. , 2). DO NOT USE HIGH-EXPANSION FOAM. JT MAY CAUSE BOWING OW OPENING FRAME FRAMING: AND VOID THE WARRANTY. SEALING BAND JOISTS DURING CONSTRUCTION: PL MBING NDELECT ICAL: 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBUNG FRAMING. 2010 li York ner Co :s v o. SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. ~,~'~ll,J~JJJOJtJ~ C,OJ~ O BE SEALED~ 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. t~:l~l~jj~j~ T'j~: ~J~ JalJ~' 1 :~ J~j~ ColitiS,, ~]~ 2 F~J~I~lj~ Yah RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): ~j~iJl~l~J ~ J;~llJ~,,,~; ~ RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSID)E OF BATTS IN FLOOR JOISTS, ALONG ~J J~!IL~JJl~ 'DJ~4~: ~ CONTACT (r'Jc" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH ',,'~I-FH SILL PLATE. INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLO'CKS AND JOISTS UNDER FLOOR JOISTS. ~JJ'J~j~ ~.~J[N"t~: ~ SPECIFIED FOR THE SYSTEM TO BE I~kTEb FOR AIRTIGHTNESS, THE AiRTIGHTNEssO~"4 STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS lST, FLOOR DECK: ~OIq:~J]'lJ~ ~ OJliTl~ll~.~t- ~j~"~ ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO I), FULL INSULATE JOIST CAVITIES. BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITHI WIRE RODS. '~TJ::j~lJ'.J~ SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: ,~O~IL~, N~¥ IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BET~EENI HEADER COMPONENTS IF HEADER FIRED HOT WATER TANI~, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN '¢,/ALL CAVI~rY. MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT'~ATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTETION WALLS: HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 48" D.C. AND AS NEEDED FOR NAILERS. i IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFi 2). FIT CAVITY INSULATION CAREFULLY A~ROUND HORIZONTAL BLOCKING. 3), PROVIDE A NAILER ON THE TOP OF TfHE BoTFOM PLATE FOR BASEBOARD TRIM. TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD q'O TOP AND BOTFOM PLATES. ~JlT'~]J:~: ,~L~ ~J]Jl"~ ClJ~lJ~ ~tlliJ~J~J~ ~ PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT, THIS INCLUDES ~f'l'~ "~ I~t~ ~, ~ TJ~m ~l.J ~ J~JC~,J'tc~J, ~a~'"l~ .:z~,~lJ~i,~,i h~.~m i~ I;lmi~ ~,'~?,'~,~ INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: SEAL ALL EDGES TO MAKE AIR BARRIER C(ONTINUOUS. I~i~J~'~i M,'.~T I:~,~,g,.d~'~,w ~ ~ ~.Jl~ W ~ ~ i'~t.~ HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WITH IN'rERIOR AIR SEALING: HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1). SEAL ALL PENETRATIONS THROUGH TIHE BLOCKING AND THE SUBFLOOR. HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2). SEAL SOFFIT AND BAND JOEFF WELL Ri'HOUGH TO PREVENT WINDWASHING. O . 3). SEAL SUBFLOOR JOISTS WITH ADHESI~/E. HVAC SYSTEM EFFICIENCIES: 4). SEAL INTERSECTION BETWEEN JOISTS ,AND WALL WITH SOLID BLOCKING. THE THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE [NNE!R EDGE OF THE SUPPORTING PLATE. ~ll:~r ~',: ~kJ~-~l~J~N:J ~~ J. JlJJ~[~JJ~lJ~l~: ~iJ]~lO~ 'J~Jl"l ;~],,1] ~.rl ECCCNYS 503,2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL MINIMUM EFFICIENCY STANDARDS. A -ACHED GARAGE: 1: 16" 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE Pam HVAC.CONTROLS: CEILING ~(/ITH ADHESIVE. CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND B03.3.5. TEMPERATURE 2).SEAL GARAGE CEILING FRAMING AND DRY~ALL TO KEEP OUTSIDE AIR FROM ~'ilJ, JJ:TJ~J~Ll~,~: ~l~J' ~L~'O:[JJ~lt~' JD~,.-~ ~ ~.,.~"E ~J~,~ CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. (FOR HEATING) AND/OR B5 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. ~ TI: :~.oJ~J ,~ 1]',~,1] 1,~ HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 4). PROVIDE BOTH INTERIOR AND EXTERUOR AIR BARRIER TO THOROUGHLY J~D,J]J' ~ 'G~ "iJ,~ LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. SUSPENDED OR REDUCED. SIMILARLY, HUMIDiSTATS MUST HAVE THE CAPACITY TO ~ ~'. ~l~i~[ ~, '[~' O.~. PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 600/0 RELATIVE DROPPED SOFFIT ON INTERIOR WALL: ~i~iJ~f~ll~ ;~: WO0~'~~~ jD~]j~ ~ ~ HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRY~ALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TEMPERATURE. TOP PLATES. ~,~ ~ ~i~l~i ~~ ~'~ ~l~l ~ ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION I~ NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: ~ ~.. ~t~l~: ,~,~ ~ 'JtlJ~ ~ GRAvITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER, ~O~' ~ GJ4clit~i 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. (];~]~,; ~: L~I~ ~ I~'~ "j'~IJ~ DUCT AND pIpE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3), SEAL AIR BARRIER JOINTS INSIDE T"E SOFFIT OR CHASE. UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE ~lTl~: ~] ~ ~,~,~J~J'J~ ~rl~ ;~J;~l~], ~ ~'.1] ~.1] 1 ~ ~ ~ ,~ ,~ ~-~ R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF: DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENT~ AND CRAWLSPACES 1). SHEATH ~,K~ALL BETWEEN WALL AND R,AFTERS AND INSULATE WALLS TO ~ MUST BE INSULATED. ¥VHENEVER POSSlBLE, MECHANICALSARETOBELOCATEDINSIDE pREVENT WIND WASHING. ,~lJ~[~T,~ ;~j~j~l~' '1'~ J;jll~J~ ~J !J;JJ~J~ i]~ ~ ~ ~ ~ ~ ~ ~ ~, ~. · ~ ~ .~g ~,~,~ ~ THE INSULATED ENVELOPE OF THE HOUSE. 2), IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION, ;I] 2 I iI J II :2EI'J0 I !iliry R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BE'P,X/EEN RAFTEIRS AND FLOOR JOISTS ABOVE EXTERIOR IJ~)~Jl,~l~J~ i~ RE~l~i:;~'Vel'l~rl ,,$.4.11 at,~ DUCT SEALING: INSU~b~FTE' DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCT~ORK (ECCCNYS 503.3.4). ALL FULL LOFT: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORg. MUST ALSO BE SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) INSULATION SHOULD BE FLUFFED TO ITS; FULL THICKNESS, NOT COMPRESSED, AND MUST BE SEALED ~JITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. NOT ROUNDED OR SCALLOPED AT EDGES. tJ~lj~,,__~ TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING FILL THE CAVITY: O UL 181B MAY BE USED FOR FLEX DUCTS, DUCT TAPE IS NOT ALLOWED FOR DUCT INSULATION SHOULD BE SNUG IN CONTRACT WITH ALL WALL STUDS, PLATES, SHEATHING ~,] SEALING. AND DRY~ALL. IN CEILING AND FLOORS[, IT SHOULD BE IN CONTACT WITH THE DRYWALL OR SUBFLOOR, AND EXTEND ALL THE W/AY TO JOISTS ON BOTH SIDES WITHOUT GAPS, WRITFEN MATERIALS: WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT ['- WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE CUT AROUND OBSTACLES: INSULATION SHOULD BE SPILT AROUND 'WIRES AND SMALL PIPES; CUT AROUND TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES, LARGER PIPES AND O)THER OBSTACLES; AND SPLIT OVER CROSS BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. REDUCED MOISTURE: IN NYS CODES FOR DETERMINING MECHANICAL EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G,C. TO CONFIRM THAT DOCUMENTATION OF R-VALUES: THE FAN ACTUALLY WORKS: USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT FACED OR UNFACED FIBERGLASS BA'rF$, ~AND RIGID FOAM INSULATION MUST BE AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY INSTALLED SO THAT THE MARKINGS ARE! VISIBLE TO THE BUILDING INSPECTOR. IF THERE IS A GAS RANGE. ACCESS OPENINGS: VENTILATION: ATTIC HATCHES, SCUTTLES, PULLDOWN 5STAIRi etc. MUST BE INSULATED TO THE MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND SAME R-VALUE AS THE SURROUNDING AtREA. ~ THE REQUIREMENTS CONTAINED ~ TII:IE: VENTILATION RATES. CATHEDRAL CEIUNGS: KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM 1), PROVIDE 1" CHANNEL FOR AIR FLOW ,ABOVE INSULATION, UNDER ROOF SHEATHING. JJ~ilJ,~ '~JJ~l~T/~= I~:ltUl~ll~ ,~/i~J~l'l~t~"J~lJ~J~=~J'~Jl~l[T';~i INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 2), PROVIDE BLOCKING BETWEEN RAFTE[RS OVER WALL pLATE. ' A-10 watlatl6" Plateaal].16d(3-1/2"} ALLOWABLE HOLES - TJI Joists JOIST DETAILS ,,at, nail-16d (3-1/2") /on-center box at 12" on-center ~ LD~ n~t cut fmangex. I ~ ~ ~ [ ~/rim baa d ~chedule, . widths. to jol~l with Bd (27/~) ~ ~ c°w~ on one side at Wood ,.~' VV each s,de with 3q/2" Structural exter,or Apply ,ubfloor adhe,lve to ell TJI Jomst btocmdng w,U~ end 2-3/4" max[mum hanger do nm laterally TJI )oist depth~ lint all tfght to top Bearing plate: t*~ box nalll or Three 16d (3-1/2") box naih BEAM and COLUMN DETAIL~ ~LLOWABLE HOLES - Beam~ and sheet is intended as a sup)plement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. This WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. ( ~ ;~' ] RAFTER -- -, WAEL STUD RIM BOARD 0 ~ RAFTER SILL PLATE(S) (~ WALL SHEAFIIING AND ALL WINDOW/DOOR OPENING JAC~ STUDS ~/, /~ETWEEN WALL FINISH AND MI~IMU~ NET FREE VENTILATING AREA FLOOR JOIST DEPTH JSP NdMBEfi DESCRIPTION APPUCA~ON ~ / ' ~ ~OOFING TO AVOID SOAKING WALL STUD 0 [ NOT LESS THAN 1/150 OF Tide AREA DF ~GUTTER /~% / THE SPACE VENTILATED. AIL OPENINGS WOOD GIRBER INSTALL 4to'' O,C, ~,, ~ ~ SHALL BE COVERED WITH CORROSION- NTIN. 'SCREENED VENT RESISTANT METAL MESH WITH MESH CONTIN, SOFFIT // EXT. PLYWOOD ~" ~ ~" LSTA2~ 1-1/4"x2~" 2¢gm %TRAF AND JACK STUBS ~ ~ / /~ / p~OVIDE ~EMMED EDGE AT OPENINGS OE 'A I~CH IN DtMENSiON ' ~ ,~ /~ /~ FLASHING TO FORM CHAHBEL LOCATION JSP NUMBER DESCRIPTION APPLICATION SOFFITED EAV~ RAFTER i RIDGE CAP OF SAME EXTENDS ~URDER SHINGLES AT HAILED TO SHEATHING ' DBL SILL PLATE gILL GASKET ' WOOD dOISTS :!'"' & ~: ~ ' , . , COMPACT FILL ~, '~ .4~,A* ,~, '"' ~ WALL BOTTO~ PLATE TO FOUNDATION 1_2 STORIES , 57" OC ROOF dACKS EONC, SLAB GARAGE ~%:--:~ (WITH A NAILING PLATE IF NEEDED) , , , .... P T PLATE 1/2" AIR S~ACE *',~ ~ ~ ' ( I ,. ? 1 ~" "' · ~" * TO BE APROX ~/2" OR HIGHER THAR .~ ~NOTCH BEAM FOR MMDSILL IF REQUIRED -- MAXIMUM DRAIN TILE -- '~ , i~.~- OF CONTACT WITH CONCRETE OR CONC BLOCK FYPICAL CONC MONOLITHIC FOUNDATION, REINFORCE WITH (2) '4 REINFORCING BARS THICKEN SLABS BENEA~[ BEARING WALLS AND COLUMNS SHIMS TO LEVEL BEAM L KING STUDS -- ( ~ ;~' RAFTER -- -, WALL STUD 0 ~ RIDGE LEDGEr ,,. B AIHTUB . HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS ~ ~ FLOOR JSP NUMBEF ]ESCRIPTION APPLICATION 4OLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR COLTS BATEI / SPA TUBS TO HAVE A DOUBLE FLOOR JOIS]S UNDER FOR ADDED SUPPOR1 CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION ]SP NUMBER DESCRIPTION APPLICATION _QCATION JSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE HSP NUMBER BESCR[PTIOI'I APPLICATION SUPPO~? EACH WALL RUNNIIIO PARA[LE~ WITH THE FLOBR JOIST DIRECTION WITH (2} JOISTS UNDER WALL. IOLD DOWN BO~H BOF. PLAIE QF 2ND FLOOR AND TOP ALL OPENII'IOS~ LSiA12 1~1/~"x12" 2Oga STRAP APPLY TO EACH JACK STUD ROOF LSTA2~ i-1/4"x24'* 20g¢ S1RAP APPLY O~R RIDGE TO EACH RAFTE~ 2xB-2x8 LS26 18ga, SLOPE HANGE kPPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLv UNDER PARALLEL WALLS, PROVIDE 2ND, ADS5 ANCHOR PLA1ES OF 1ST FLOOR, CONNECm TIIROUGII 'HE FLOORS TO EACH OTHER W/ THREADED ROD, ALL OPENINGS RT5 OR PT7 T~DO~l ANCHOR APPLY TO EACH CRIPPLE STUD 2XlO [S~lO 18gm SLOnE HANGER kpp[Y TO EACII RAFTFR / LEDGER BLOCKINO ~2~"0C ~ VENf5 SELECTED AND ~ BARRIER TO LA FLASHING I -- 2x4 SOFFIT JOIST ~ / ' >~ ~OOFING TO AVOID SOAKING WALL STUD 0 I NOT LESS THAN 1/150 OF TIdE AREA OF ~GUTTER ~, /~~ ~ SHALL BE COVERED WITH CORROSION- NTIN. 'SCREENED VENT ' ~ '~ /X /~ FLASHING TO FORM CHAHBEL LOCATION JSP NUMBER DESCRIPTION APPLICATION SOFFITED EAV~ ' ~ ~ SHNGLES AT BASE MEN 4 INCHES -DOOR FRAME ~:--:~ (WITH A NAILING PLATE IF NEEDED) 1/2" AIR S__ACL *',/ __ 4 ,. ? 1 ~" "' · ~" * TO BE APROX 1/2" OR HIGHER THAR .~ ~NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM ~ ~ '~, , ~ ~ ~ ~, DRAIN TILE -- ~ ~ nb WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS STAIR RAILING 1.1/B" SPACE MINIMUM HANDRAILS C ~ BALU~EERS 4" DIA. MAXIMUM RAFTER -- RIDGE RIDGE-TO-RAFTER CONNECTION LEDGER -- WOOD JOIST OPEN BALUSTER ATTACHED TO L~'ALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LEBS THAN 1-1/4" NOR MORE THAN 2" IN CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE 4" MAX. 4" DIA, MAXIMUM ~ ~ LEDGER RAFTER TOPPLATE ~,~ALLSTUD RAFTER TO PL~ RAFTER RAFTER TO PLATE/STUD CONNECTION TOP PLATE '~ALL FrUD LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION (;EIIJNG JOI~F TO BLDG. CONNECTION WOOD JOIST GIRDER/HEADER '~OOD JOIST FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW FLOORFRAMING BLOCKJNGFOR LAG RIM JOIST/ C DGER C AG BOLTS ~//~VJASHERS CONNECTED TO BLDG. @16" DC JOISTS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH WOOD JOIST -- BLOCKING ~'OO D GIRDER ROD REQt FOR STU DOUBLE 2x (MINIMUM) FOR HEADER OR BEAM NUT MINIMUM HOLLOW COLUMN UPLIFT HEADER-TO-POST/STUD CONNECTION LOCATION RT3 OR RT7 ,LESCRIPTIOND APPLICATION ALL OPENINGS USP NUMBER TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD POST RIM/DECK JOIST~ O - - ( CO EC USE MIN (2) 1/2" DIA, GALV, BOLTS WITH ~'~AEHERJ~ AND NUTS GIRDER/HEADER POST/COLUMN GIRDER CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION POST CONCRETE FOOTING DECK POST ETG. CONNECTION LOCATION USP NUMBER DESCRIPTION 4X4POST PAU44ORWE44- POST/BEAM ANCHOR APPLICATION APPLY TO EACH FOOTING DECK AND COVERED PORCH NOTES: B). Covered Roofs sha~l be assembled and ~nchared the same manner as a typical buildinB. NAILING SCHEDULE ROOF SHEATHING: g'RUCTURAL PANEL NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING 8d WFCM - SBC AS PER TABLE 3,8 ROOF FRAMING: DECKFRAMING: JOINT DESCRIPTION NAIL NAIL Q]Y. SPACING NOTES JOIST TO: PER TOE SILL, TOB PLATE OR GIRDER 4 ~ 8d COMMO]~ JOI~T NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMOP END NAIL BLOCKING TO JOIST 2 - 8d COMMOh EACH TOE END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE :J - 1Bd COMMOi' BLOCK NAIL LEDGER STRIP EACH FACE JOIST NAI~';~,; SiLL OR TOP PLATE ~ - ?6d COMMOE TOE N~.'~~ G ::' O'' "5 WIND FRAMING NOTES NAILING SCHEDULE [NYSCODE:2010ED,T,ON] PLAN CONTENTS: ' '~ ' 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL NAIL NAIL RESIDENTIAL DWELLING I-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3,4, JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CON STRUCTION NOTES: ~n each end of the cotlar tie need not exceed the tabulated number of 8d hairs in the strap. RAFTER TO El' WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10~ WALL: 4-8d COMMOh RAFTER TOE-NAIL TOTAL SQ, FT. OF CONSTRUCTION ISLE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY; CEILING JOIST [3' WALL: 3-8d COMMON EACH intent and framing details. They are intended as a construction aid, not a substitute Lateral framing and shear wall connections for rafter, ceiling olr truss to top plate shall be in TO TOP PLATE 10' WALL: 4-gd COMMOI~ JOIST TOE-NAiL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y,S, RESIDENTIAL CONSTRUCTION CODE AND State buBd[ng codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached EO CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SElC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhangir~g the take side of the building PARALLEL RAFTER WFCM - SBC LAF NAIL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product, shall be conneded with uplift connections in accordance with lcabJe 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). 'g~ALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this buBd[ng and accordance with table 3.3b, When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor asse~nbly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE gO accordance with table 3.3, TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 ~ EACH END (LIVE LOADS PSF) 3). Dimensions shall take precedent over scaled drawings. RIM gOARD 2 - 16d COMMON I ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4}. WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate,, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of ? inches in concrete WALL FRAMING: STAIRS 40 responsibdity for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL NOTES GAURDRAILS (ANY DIRECTION) 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING IDESIGNED FOP, CAT, C) precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shag be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans, spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOg PLATE 2 - 16d COMMOh FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5}. Refer to the Window and Door schedule for exterior openings, corners, TOP PLATES AT 4 - 16d COMMOb JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 24" FACE EGRESS SEE FLOOR PLANS AND ',,~INDOW SCHEDULE 6). The General Contractor is to ensure that masonw or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2 - 16d COMMOh Sym.: or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD O.C. NAIL FIRE PROTECTION attached with gd common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and 16" O.C, FACE (SMOKE & CO2 DETECTORS) I~ SEE FLOOR PLANS 7). The General Contractor is to consult with the owner for all buiLt-in items 1/2 inch I]ypsum wallboard on the inter[or atLached with 5d cooler nails at 7" o.c, at panel HEADER TO 16d COMMON ALONG EDGES NAIL such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER in tone 3.]Sa-b, TOP OR BOTTOM 2 - 16d COMMOh PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION PLATE TO STUD 3 - 16d COMMOh PER ax6 STUD NAiL ENERGY CALCULATIONS RESCHECK g). Wind load requirements shall be taken into account during construction. 6). TYPE ]1 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: PER FACE NAiL C LIMATiIC & GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES: Type ii exterior shearwalls shall meet the requirements of tabhe 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2-16d COMMOh FOOT SEE NOTE: 1,2 length adjustment factors in table 3.16. ; END JOIST OR BLOCKING GROUND WIND I SEISMIC FROST WINTER ICESHIELD 1). The Genera[ Contractor and Mason to review plans, elevations, details and notes to : FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS:FLOOR FRAMING:SNOWLoAD SPEEDMPH) i! CATEGoRyDESIGN 'WEATHERING DEPTHL1NE TERMITE DECAY DESIGNTEMP. UNDERLAYMENTREQUiRED HAZARDS Allowable sidewall lengths provided in table 3,14 shall be per~rnitted to be increased when ! NAIL NAIL NOTES 2). All footings to rest on undisturbed (virgin) soil. interior shearwaBs are used. Sheathing and connections sha]I b,e in accordance with JOINT DESCRIPTION QTY. SPACING 20 LBS. 120I B SEVERB 3 FT. MODERATE SLIGHT TO 11 NONE 2.4,4,2 and 2.2.4 respectively, TO HEAVY MODERATE 3). Provide 1/2" expansion joint materiaI between concrete slabs and abutting JOIST TO: 4 - gd COMMOb PER TOE concrete or masonry waHs occudng in exterior or unheated [nterior areas. 8),CONNECTIONSAROUNDEXTERIORWALLOPENINGS: SILL TOP PLATE OR GIRDER JOIST NAILROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplifit connections in accordance BRIDGING NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 4). Any new concrete walls being attached to existing concrete structure shag with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - gd COMMOb EACH TOE END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for instaBation, 3.5. BLOCKING 4' PERIMETER EDGE ZONE Bd COMMON ~ 6" O,C 8d COMMON ~ 6" O.C. SEE NOTES: 1,3 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.L. Concrete to be TO JOIST I 2 - 8d COMMOb EACH TOE END NAIL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: I EACH TOE INTERIOR ZONE 8d COMMON ~ 6" O.C 8d COMMON to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shlaB either be notched and BLOCKING TO: 3 - 16d COMMOh BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6" maximum Ii(ts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE along the open ceiling part of the building, Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS Eld COMMON @ 4" O.C 8d COMMON ~ 4" O.C. SEE NOTES: 1,3 6).Crawlspacestobeprovidedwithaminimumla"x24"accessopening.'nsta"one attached with the above requirements, TO BEAM 3 - lGd COMMON JOIST NAIL gx16 cast [ron foundation vent for every150 sq. ft. ofarea- DECK AND COVERED PORCH NOTES: JO ST ON LEDGER PER TOB NOTES 7). Dampproof exterior af foundation with bituminous coating as required by current TO BEAM 3 - Bd COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE IREFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Reddential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing materiaI to be #1 ACQ pressure treated lumber. BAND JOIST 3 - 16d COMMON PER END the below grade portion of exterior wails prior to backfilling. All fasteners, hangers and anchors to be galvin[zed or stainless steel. TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. g). Drainage as required by current N.Y.S. Residential Construction Code. 2), Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE FOOT ISLE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail sparing assumes sheathing attached to rafter / truss framing members with G>0.49. FRAMING NOTES~.to concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts.ROOF SHEATHING: For framing embers with <0.42<G<0.4B, the ,aB spacing sba, be reduced to 6 i,ches o.c. I NAIL NAIL 1}. All framing techniques and methods as prescriptive design of current SaC High Wind 3), Posts supporting girders shall be anchored to a 12"xlZ"x12" thick concrete footing, JOINT DESCRIPTION QTY, SPACING 3). Tabulated 4 inch o,c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For Edit[on Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers amd nuts. Footings Shag be 3 ff. AS PER TABLE 3,B framing members with 0.42<G<0.49, the nail spacing shag be reduced to 3 inches o.c, 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. below grade, Porches with covered roofs shag have 12" dia, concrete piers for the girders. STRUCTURAL PANEL Bd WFCM- SaC WALL SH EATHIN GREQUIREMENTSFOR WIN D LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES Douglas Fir. 4). De~kioists to h,ve block .g at B,0 CEI LIN G SHEATH lNG: SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c, un/ess noted 5). A minimum of 10 inch flashing shall be installed between tlhe building and ledger. JOINT DESCRIPTION NAIL NAIL otherwise, Ledger to be fastened to building with 1/2" dia, bolts with washers and nuts QTY, SPACING 4' EDGE ZONE Bd COMMON ~ 6" O.C 8d COMMON 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD where needed. GYPSUM 5d COOLERS 10" O,C. FIELD [ INTERIOR ZONE 8d COMMON ~ 6" O.C gd COMMON 4), Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + gTR. Doug. Fir. WALLBOARD openings. LVL headers to have (3))ack studs and (2) full length studs on each side ofWALL SH LATHING: NOTES openings, Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL openings between 4'I and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s}. JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. QTY, SPACING and blocking where applicable, 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMOh AS PER TABLE 3.9 1). For wall sheathing within 4 fo!et of the corners, the 4 foot edge zone attachment requirements shall 5}. Ali flush beams/headers to be installed with heavy duty galvinized hangers and PANELS ~JFCM - SaC be used. anchors where applicable to all connecting joists.PLUMB IN G NOTES 7/]6" osB 6d COMMO 3" O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor ioist and under bathtub, 1). Ali water supply, drainage and venting to be installed as per N,Y.S. Residential PLYWOOD 6" O,C. FIELD 2). Tabulated 12 inch o.c. nail splacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C, EDGE G>0.49, For framing members ~vith 0.42<G<, the nail spacings shall be reduced to 6 inches o,c. WALLBOARD 10' O.C. FIELD on plans. 3). For exterior panel siding, gal~inized box nails shall be permitted to be substituted for common nails. 7). Provide 2-1-3/4" thick microlams (height to match floor joists) around stairwell and/c ' 2). Verify septic system with the Engineer for Suffolk County IHealth Department approval. FLOOR SHEATHIN G: NOTE: other access openings unless otherwise noted (typical). 3). if wall studs, plates or ioists are cut out during installation for any plumbing related work, NAIL NAiL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY B). Dormers running up roof rafters are to be supponted by double rafters on either side provide adequate bracing and plates to protect and secure thee structure, Verify with the JOINT DESCRIPTION QTY, SPACING 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. where applicable unless otherwise noted, state code and manufacture's recommendation for maximum Ihole size and spacing permitted. ~-RUCTURAL PANELS 8d COMMO1112,, O.C, FIELD B).Provideblock[ng/bddging[nfloorjoistsat B'Oo.c..Usesolidblock[nginfl°°r]°ists HVAC SYSTEM NOTES I"ORLESS under all beadng walls. 1). Mechanical subcontractor is responfib[e for adhearing to tJJ applicable codes and safety NOTES: ]0). Provide insulation baffles at eave vents between rafters. Install draft blocking as requirements, THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. 2}. HVAC subcontractor is to fuI[y coordinate all system data,and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. ]1), Unless otherwise noted, all roofs and wails to have a minimum 1/2" thick, 4-ply Fir equipment suppBer, i). Nailing requirements are based on wall sheathing a~ required by current NYS [~esidential Code- FIREBLOCKING R~QU[R~D CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawling and submit it to the General naBed 6" on-center at the panel edge. ]f wall sheathing F[reblocking sh~ll be provld~ed to ~ut off all ~oncenled [JrMt openings (both vertical ~nd horizontal) adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 1). In cont..led spac.s ofmJd wal', and parl,tion,. Includin, furr.d sp.c.,, a, ,he 13), Ali bathroom wails to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2), When wall sheathing is continuous over connected ceilings and over furnace to have 5/8" thick type-x sheetrock. Ali other parts of building 2). All electrical work shalJ be approved by a quahfied Under,writer. members,the tabulated number of nails shall be permitted 2)dropAt allceilln§slnterconnecttonSand cove [ellingi,b'e~ween con~ealed vertical ~nd holqzont~l spacel such as occur ~ soffits, tO have regular 1/2" sheetrock. AIl wars to be taped and finished. 3). Instal1 Smoke detectors and Carbon Monoxide detectors tthroughout as required by current to be reduced to1 - 16d nail per foot. 3), In cancelled space~ bef'~een Ii,Ir string, rs ~ th~ tog and boltorn of the ~n. Encloled ipncel 14). AIl roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or N.Y,S. Residential Construction Code. u~der ~t~lr, sh~ll cornpl¥ w,th current N.Y S, Re,lden~[al Code ~ ~"~"~'~'~'~'~ ~i~,,'_L , i ' be insta,,ed w,tha foam s,,, gasket and co p-r-te term,t, shie,d or.ppro ed .qu L NAIL NAIL IOINT DESCRIPTION NOTES QTY. SPACING RAFTER TO g' WALL: 3-8d COMMON EACH TOP PLATE 10~ WALL: 4-gd COMMOh RAFTER TOE-NAIL CEiLiNG JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE 10' WALL: 4-gd COMMOh JOIST TOE-NAIL CEILING JOIST TO A5 PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING EACH TOE 2 - 8d COMMON TO RAFTER END NAIL RIM gOARD EACH END 2 - 16d COMMON TO RAFTER END NAIL OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENTIAL DWELLING BUILDING HEIGHT {SEE PLANS) TOTAL SQ, FT. OF CONSTRUCTION ISLE PLANS) PRESCRIPTIVE AS PER N.Y,S, RESIDENTIAL CONSTRUCTION CODE AND DESIGN CRITERIA CURRENT SElC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 60 DECKS 40 ATTICS w/o STORAGE 10 ATTICS w/STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) ROOM5 (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 4O GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY (DESIGNED FOP. CAT, C) LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE FGRES$ SEE FLOOR PLANS AND '~JINDOW SCHEDULE FIRE PROTECTION Sym.: (SMOKE & C02 DETECTORS) I~ SEE FLOOR PLAN5 TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING TOP PLATE TO 2 - 16d COMMOh PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE 4 - 16d COMMOb INTERSECTIONS EA. SIDE NAIL STUD TO 2 - 16d COMMOh 24" FACE STUD O.C. NAIL HEADER TO 16d COMMON 16" O.C, FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMOh PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMOh PER ax6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST, 2 - 16d COMMOb FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING GROUND WIND1 SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN 'WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 20 LBS. 120 B SEVERE 3 FT. 11 NONE TO HEAVY MODERATE NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES JOIST TO: 4 - 8d COMMOb PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - gd COMMOh END NAIL BLOCKING 2 - 8d COMMOh EACH TOE TO JOIST END NAIL BLOCIqNG TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMOI' BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3 - 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - Bd COMMON JO[ST NAIL BAND JOIST 3 - 16d COMMON PER END TO JOIST JO[ST NAIL BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT 5ER NOTE: 1 NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES AT PANEL EDGES SUPPORTS iN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d 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: ] ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE T'RUS$ 8d COMMON ~ 4" O.C 8d COMMON ~ 4" O.C. SEE NOTES: 1,3 NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES SEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE Bd COMMON ~ 6" O.C Bd COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON ~ 6" O.C gd COMMON @ 12" O.C. SEE NOTE: 3 NAiL NAIL JOINT DESCRIPTION QTY, SPACING STRUCTURAL 8d COMMOh AS PER TABLE 3.9 PANELS WFCM - SBC 7/16" OSB 6d COMMOh 3" O.C. EDGE PLYWOOD 6" O,C. FIELD GYPSUM 5d COOLERS 7" O.C. EDGE WALLBOARD 10" O.C. FIELD REVISIONS " 0 0 O' '0 O' '0 ..... ' , x ':,.*;. ' I / , ......... ........ I0 0 ' 0 i~PRO~E~ NORTH FOUNDATION P~N SCALE: 1/4"= 1' ', DECK " ........................ ____L_.JL~J,'_~ ;:__-:¢.:_~-T_-__~_:~,_%-__-_'; ,.tb~<Y-. ............................................ . ,, ,, ,, DINING ~ ....... - % ',, . ~. ~ , ~. , ,, ~11 % , , ', ~.~ , / " , ' ~ BATH ' ' i ~ ~ ,,~ ~ ~,', ~ ~ / , / / , ~ ~ ~ , , ~ Z ~ ~ , DEN ~. ~ ~ . ~ ~ II ~ / ~~ ~ / ,, , k ; /2 ¢ COVERED PORCH SC~kfi: 1/4"= 1' PANTRY ! Lr REVISIONS OEO: ~ ~ CZ~ <Z __r I " S " o ~ u~ ', ~,' :', , :~ ~" ?, , x ~g / ' ~ ~~ I-' ~ ~ :'-~"' *' "']~ "" ~ ~:7 " ~, "N. "~, ./' ,1 //: , ~ 0 ~ ~ , -'_~ ...... :=G : l ~.~ F; ............................. ~~ ~ ~~ x' ~/'", ,~x;~ I,%~ ~ , ~ ~=' ..... '~ ~;_~~ ............................ ==~ ~: _ : ~~./i//~ - / , .. /,~o. j: ,I," ~ , ~ .... __ , ,,':~oo~o, ..... '-' .--3~, . ' I .~X, ,, ',~-- .... . -'-. :~ '-'." h I ,--=:: L~ 4~'~ · ~ ~ ~. ~-~ ,, ,,~: ~. oS ,--~IPROJECT NORTH 2ND. FLOOR P~N ~ ~ SCALE: 1/4":1'