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HomeMy WebLinkAbout34902-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 7/21/2011 No: 35082 Date: 7/21/2011 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: RESIDENTIAL NEW CONSTRUCTION 405 Sound Road, Greenport, Sec/Block/Lot: 35.-1-4.4 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/3/2009 pursuant to which Building Permit No. 34902 dated 8/3/2009 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 entries and attached two car earage with storage above. The certificate is issued to Manwaring, Wayde & Manwaring, Brianne (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 6/23/11 R 10-07-0073 6/22/11 8969 12/16/09 ~(:/~Whitecavage ~ ~~Autho ' e-- "- ure~'~' FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34902 Z Date AUGUST 3, 2009 Permission is hereby granted to: for : WAYDE & BRIE MANWARING 321 7TH STREET GREENPORT,NY 11944 CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING W/ ATTATCHED TWO CAR GARAGE, COVERED FRT PORCH & REAR DECK PER PLANNING BOARD,REPLACES BP# 33483 at premises located at 69125 CR 48 GREENPORT County Tax Map No. 473889 Section 035 Block 0001 Lot No. 004.004 pursuant to application dated AUGUST 3, 2009 and approved by the Building Inspector to expire on FEBRUARY 3, 2011. Fee $ 1,750.40 Authorizec~ Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUIDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33483 Z Date OCTOBER 22, 2007 Permission is hereby granted to: MICHAEL J VERITY 160 BROWN ST GREENPORT,NY 11944 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT PORCH & REAR DECK PER PLAI~NING BD. AS APPLIED FOR at premises located at 69125 CR 48 County Tax Map No. 473889 Section 035 pursuant to application dated OCTOBER Building Inspector to expire on APRIL GREENPORT Block 0001 Lot No. 004.004 11, 2007 and approved by the 22, 2009. Fee $ 1,750.40 Authorized Signature COPY Rev. 5/8/02 Form ~o. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: 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 of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00 2. Ceytificate of Occupancy on Pre-existing Building - $100.00 3. Copy &Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Old or Pre-existing Building: (check one) House No. Street New Construction: Location of Property: I Han~let ~ PermitNo. ~ t~ '7~ DateofPermit. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~'-0 '~ Subdivision Filed Map. Lot: Applicant: Underwriters Approval: Final Certificate: ~/ (check one) Applicant Signature Owner or Owners of Property: \.~k) ~'1 q ~/~_~ Suffolk Connty Tax Map olO00, section * Block 000{, Lot Nassau Suffolk Electrical Inspections,Inc. P.O. Box 549, Aquebogue, New York 4. 11931 Tel: 631-591-3097 Fax: 631-591-3098 Application: 8969 Date: 12/16/09 Issued to: Brianna Manwaring Address: 405 Sound Ave Introduced By: Village: Greenport Big Blue Electric Residential [] Commercial The following was examined and approved up to the above date and found to be in compliance with the NEC: Attic [] i~t Floor [] 2nd Floor [] 3~ Floor Garage Conversion Basement Hot Tub Addition Detached Garage Pool Switches Receptacle Fixtures G.F.I. Microwave Hood Smoke Dc~ctors 56 47 49 14 I 5 Fans Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Carbon Monoxide 4-Paddle I 1 1 gas 2 2-Ex Bath Furnace Oil Gas Heat Zones Whirlpool Exit Signs 1 yes 2 1 Limited lnsp. Final lnsp. Mater Amps Phase Motors 12/16/09 1 200A I II Other Equipment: 2-Zone Central A/C, 1 80 A Sub Panel,1-220V Compressor Outlet Permitg: 33483 Section: Block: Lot: This certificate must not be altered in any manner Town Hall Annex 54375 Main Road P.O. Box l 179 Southold, New York 11971-0959 Telephone (631 } 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION (Please print) Plumber: -.~oc~ 6x//.-1 ,'/~C-qt/q [, g (Please print)-'~ I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this day o f <~,,-,.-- , 20 Notary Public, ~ County (Plumbers Signature) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]/F/OUNDATION 1ST [ ]ROUGH PLBG. / [-'"] FOUNDATION 2ND [ ]INSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: DATE /~ INSPECTOR j~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI/ON [ ] FOUNDATION 1ST [ ] R/.I)UGH PLBG. [ ] FOUNDATION 2ND [/] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIRERESlSTAHTCOflS'rRUCTIO. [ ]FIRERESlSTANTPENETRATIOfl REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-t802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]I~5U~ATION [ ] FRAMING / STRAPPING [ ~/] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESIS'~CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS~~ ~ ~ ~ DATE ~ INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING I ] I~SULATION [)/~INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PF. NETRATION REMARKS:~~~ ~ ~-~.~ FUELD INSPECTION REPORT [ DATE ...................................... FO~DATION (2ND) / ~S~ATION PEa N. Y. STATE ENERGY CODE '~. ~DITION~ COUNTS ~.0 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. Examined /CI[~-?.'~, 20 07 Approved ! 0/2~1-c, 20 0 7 Disapproved a/c Expiration /4-/2-.2-- ,20 0 ~ 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. Tmstees Contact: Mail to: Phone: APP, I~ICATION FOR BUILDING PERMIT Date~~ INSTRUCTIONS ,20 o7 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Pemfit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on promises and in building for necessary inspections. ~~a corporation) (Mailing address of applicant~ ~ ~) ! State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~/-~Y,~ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License Location of land on which ~ will be done: House Number Street County Tax Map No. 1000 Section Subdivision Hamlet Lot ~' ~ Lot Block Filed Map No. (Name) 2. State existing use and occupancy of premiss ~nd intended use~gnd o~ccupancy of proposed construction: a. Existing use and occupancy ~/~.,~a~- ~ b. Intended use and occupancy ~ ,~,~l~~ ~' 3. Nature of work (check which applicable): New Building_J -Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. Number of dwelling units on each floor If dwelling, number of dwelling units If garage, number of cars ;;:2. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height Dimensions of entire new construction: Front ~.~ Number of Stories Rear Sd- ,9 Rear Depth Height ~'--~'~-- 5~t Number of Stories 9. Size of lot: Front //7.7 ! Rear / 7.Z. 7 Depth /_N~7. o 2.. 10. Date of Purchase //'/~ ~7._ Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO J 13. Will lot be re-graded? YES V~NO__Will excess fill be removed from premises? YES NO g/ 14. Names of Owner of pren31ises~~[~Address ~-O'$~ 1~-4~PhOne No.( ~3/r/ Name of Architect ~"~~ Address ~ Phone N~5/'.) ~?- Name of Contractor ~ Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO / * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO J 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO / · IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY 0~: %~ Q~J~I~ \ ~, ~L)~ [~'~ being duly sworn, deposes and says that (s)he is the applicant ~Iqa~ne of ifid~vidual signing contrqct) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are 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. Notar~}~ OOROSKI NOTARTPUBLIC, State of New Yolk No. 01 D04634870 Ousfified in Su[folk Coun~ Co~ission ~ires September 30, ?~ [ ~ Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: $.C.T.M. #: District Section Block Lot THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER, GRADING~ DRAINAGE AND EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IH THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) 1 2 3 4 5 6 7 8 9 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? {This item will include all mn-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIow! Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Pamel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Suffaca? Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (100') of Ho~zontal Distance? Will Driveways, Parking Areas or other Impervious Sudaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Righbof-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercoume? Yes No [Zl_/ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan Is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit EXEMPTION: Does this project meet the minimum standards for classification as an Agricultural Project? Note: tf You Answered Yes to this Question, a Storm.Water, Grading, Drainage & Erosion Control Plan is NOT Requiredl Yes No STATE OF NEW YORK, ,? (~ .. COUNTY SS That I, .....1~.~ ~.a.~zxu..~.*....-,o..,._.'~...~..~....:...~..f~i 4rl~a } ' I \~ 4~ A ................... being dub mOl~, deposes m~d says that he/she is the applicant for Permit, (Name of individual signing Document) ~ ~md that he/she is the .................................... ~'~.. ........................................................................................................ (Owner, Contractor, Agent, Corpom(e Officer, etc.) Owner and/or representative of thc Owner of Owners, and's th t3 authorizcd to l~erfor'm or have performed the said work and to make and file this application; that all statements contained in this application arc U-ae to the best of Iris knowledge and belief; and that the work will be performed th the manner set forth in the application filed herewith. Sworn to before me this; ............... [.[~ .................... d ay o f ...O ..C..'~...~... '..~........~...t~.. ...... 26Q....? FORM - O6/07 ~u~a~ ~u~uu, ~t~ ~, ,,,- ,~,~ NO. 01 D04634870 ~ualified in SufloikCoun~ -~ ~o~issio~ ~ires September 30, ~,~ ~ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971 0959 Telephone (631 ) 765- 1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD June 16, 2011 Wayde Manwaring 321 7th Street Greenport, NY 11944 RE: 69125 OR 48, Greenport TWO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of 50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 33715-Z new dwelling Town of I NOTES:' / 1. AREA = 21,593 S.F. / 3. RE:LOT 2 SUBDI~SION MAP "MICHAEL ~RITY"/ PREP~RE~ BY O~D FOX. LS, L~ST D~IEB / DATE: JUNE 18, 2007 I JOB NO: 2007-372 / FOX ~ND SUrVeYING I WESTHAMPTON BEACH. N.Y. 11978 I O~ $UBSEOUENT O~=E~g ~ 2007-372 Lo~ 5 S63'O3'51"~ Lot 9- C~ C \ 00~1 of '~°~f'~ef\~ So~,n.~e 'P,o~°~' MAIN ROAD [NORTH ROAD) Survey for: MICHAEL J. VERITY Greenport Town of Southo ld Suffolk County, New York S,C.T.M,: 1000-035,00-01,00-p/o 004.000 30 0 30 SCALE: ]"--50' NOTES: 1. AREA = 21,595 S,F. 2, ·: MONUMENT FOUND, a, = STAKE FOUND. .3. RE:LOT 2 SUBDIVISION MAP "MICHAEL VERITY" PREPARED BY DAVID FOX, LS. LAST DATED APR. 2,5, 2007 AND NOT FILED AS OF THIS DATE. '~"'""FE8. 2, 2008 NOV. 19, 2007 DATE: JUNE 18, 2007 JOB N0:2007-572 FOUNDAqON LOCA~ON S~ FOR CONS~UC~ON CERTIFIED TO: MICHAEL J. VERITY DAVID H. FOX, ES. P.C. N.Y.S.L.S. #50234 FOX LAND SURVEYIN~ 64 SUNSET AVENUE WESTHAMPTON BEACH, N.Y. 11978 (631) 288-0022 DWG: 2007-.372 Lo~. 2- Soph'~e iofr~er\¥ C~ MAIN ROAD (NORTH ROAD) Survey for: BRIANNE M. MANWARING 8C WA YDE MANWARING, JR. At Oreenport Town of Southold Suffolk County, New York S.C.T.M.: 1000-035.00-0~.00-p/o 004.000 0 SCALE: 1"=30' NOTES: 1. AREA = 21.593 S.F, 2. ·: MONUMENT FOUND, A = STAKE FOUND. 3. RE:LOT 2 SUBDIVISION MAP "MICHAEL VERITY" PREPARED BY DA~O FOX APR. 25, 2007 AND NOT 4. EXISTING CLEARING = 46 LS. LAST DATEO :Il ~'n ~,~ ~' TMI% nATF ~" RECEIVEr JUN 1 3 2011 SUFF, CO. HEALTH SER~ OFFICE OF WASTEWATER JUNE 2Oll INDICATED WATER ~R~CE DATE: APR. 11, 2011 JOB NO: 2011-120 CERTIFIED TO: BRIANNE M. MANWARING WAYDE MANWARING, JR DA~O H. FOX, L.S, P.C. N.~S.L.S. ~50234 FOX LAND SURVEYING 64 SUNSET AVENUE WESTHAMPTON BEACH, N.Y, 1197B (631) 288-0022 DWG: 2011-120 ENERGY CODE CALCULATIONS CHAPTER 5 SECTION 501 Detached One m'xd Two Family (For Non-Electric Heat) Design Criteria 5750 Degree Days Zone liB SUBSYSTEM AREA DESIGN CODE DESIGN CODE "U" "U" UA UA I ExtefiorWalls tong.5' O,I[..q~O 0.14 I ~ ~"/. 7~ 2~/. ] 0 Ceiling Roof I! 2}~ 0,0~ 0.031 3¢. 03 3-5'. I'~ Floor Over Unheated Space et 3 ~ 19. OK 0.05 I ~o./~. ~,,g, 7t- Heated Slab On Grade 6.5 unheated Slab On Grade 4.5 Basement Wall 0. I Crawl Space Wall 0.06 NOl Construction shall comply with 502.1.1 moisture control and 502.1.4 air leakage Building Envelope Systems to meet requ/rements of Section 501 The mechanical systems and equipment including: HVAC Equipment, t4-VAC Systems, Duct Systems, Vent-gation Systems and Insulation of Piping Systems to meet requiremants of Section 503 Service Water Heating Systems & Equipment to meet requirements of Section 504 Electrical & Lighting Systems & Equipment to meet requirements of Section 505 To the best of my knowledge, belief, & professional judgement, these plans are in compliance with the code. FOUNDATION PLAN SCALE: 1/4" = 1'-0' TYPICAL FOUNDATION WALL SCALE: 3/'~" = 1'-0" ANCHOR BOLT SPACING COPPE~C~TED FOUNDATION WALL NOTES: ANCHOR BOLT DETAIL SCALE: 3/4" = 1'-0" BASEHENT WINDOW FOUNDATION WALL WINDOW OPENING DETAIL SCALE: 314" = 1'-0" AMENDMENT iI I [ M II, H www, mchdesianservices.com phone: (631) 298-2250 e-marl: michael@ mchdesig nsewices,con DRAWN BY: MH September 21, 200E SCALE: 1/4" = 1'-0" SHEET NO: T T 12'-I" 28'-6" OPTIONAL DECK KITCHEN DINING ROOM GREAT ROOM ~: (.~ GARAGE ~l' COVERED PORCH TEMP 3046 W (3) 2X10 DF#2 HEADER (3) 2XlO DFm2 READER iST. FLOOR PLAN SCALE: 1/4" = 1'-0' AMENDMENT M C H www. mchdesionservices.com phone: (631) 298-2250 e-maih michael@ mc~ design~ervices.com DRAWN BY: MH SCALE: 1/4" = 1'-0" SHEET NO: MASTER BEDROOM BATH No. i BEDROOM No. 2 I 30X54 BESSLER I PULL DOWN STORAGE MASTER BATH W.I.C. BEDROOM No, 1 I 3046 ! 3046 2ND, FLOOR PLAN SCALE: 1/4" = 1'-0' FLUSH HEADER DETATL (AT MASTER BEDROOM WALL) SCALE: 3/4" = 1'-0" '~'g~% lANDING 30X54 PULL DOWN STAIR 350# CAPACITY CEILIN,~ HEI~NT: LANDING: PROJECTION= E;'-O" - 8"-;3" 5'-5" 5'-&" I0'-0" &'-I" ~,'-"{" AMENDMENT M C H Design Services phone: (631) 298-2250 e-mail: michael@mchdesignservices.co DRAWN BY: MH September 21, 200E SCALE: 1/4" = 1'-0" SHEET NO: PERSPECTIVE VIEW N.T.S, PAGE No.: CONTENTS: PAGE No.: CONTENTS: PAGE No.: CONTENTS: PAGE No.: CONTENTS: S SITE PLAN 4 1ST. FLOOR PLAN 8 DRAINAGE, DEBRI-PROTECTION, PLUMBING SCHEMATIC 12 ENERGY COMPLIANCE REPORT, NOTES 1 FRONT & LEFT ELEVATIONS 5 2ND FLOOR PLAN 9 CONSTRUCTION DETAILS 13 HVAC CALCULATIONS, NOTES 2 REAR & RIGHT ELEVATIONS 6 ROOF PLAN 10 CONSTRUCTION DETAILS 14 HVAC CONS;TRUCTION DETAILS 3 FOUNDATION PLAN 7 SECTIONS A-A,B-B, C-C 11 CONSTRUCTION DETAILS 15 GENERAL CO NSTRUCTION NOTES OCCUPANCY OR COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES USE IS UNLAWFUL AS REQUIRED AND CONDITIONS OF WITHOUT CERTIFICATE' - SOLI~I0{.D TOWN ZSA w/ $0U~0~.D ~ PLANNING -- S0UI~0.0 TOWN ~U~I'EE~ ~- N,Y,$, DEC CERTIFICATION OF NAILING & CONNECTIONS REQUIRED, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS CF THE CODES OF NEW YORK STATE. PLUMBING TESTING BEFORE COVERING PLUMBER CERTIFICA T/ON ON LEAD bONTENT BEFORE CERTIFICA TE OP OCCUPANCY SOLDER USED IN WA TLR SUPPLY SYSTEM CANNOT EXCEED 2/iO OF 1% LEAD. OFOCCUPANCY APPROVED AS NOTED DATE: /5/-~7 _ B.P, It NOTIFY BUILDING DEPARTMENT AT 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1, FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL M'r:ET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, REI~IRED DO, riOT PROCEED,W TH FRN~IING UNTIL SURVEy OF FOUNDATION LOCATION HAS SEEN APPROVED.' WATER RUN CHAPTER 2; OF THE TOWN CODE, phone: (631)298-2250 e-malh mlchael@mchdesignservices.com DRAWN BY: MH April 05, 2007 SHEET NO: U Z SITE PREPERATION: 1). EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, CABLES AND PIPES HAVE EEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE AREA IS CLEAR. 2). CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS, ANY DIGGING WITHIN 24 ICNES OF UTILITY MUST N 27°10'2" W 55.00' LOT COVERAGE~ '10.~ ~ ~-0 PROPERTY: 215cl3.1 SQ. FT. HOUSE: 1ff28'.1 SQ. Ft. FRONT PORCH: 24.4.5 SQ. FT. REAR DECK: 1~12 SQ. FT. REAR STOOP: 15 SQ. FT. Z S 26°53'2'' E 172.7' 17.00' 1G.O' DECK 12.0' 5.0' 2~1.5,2 STY. FRM. HOUSE 5.5' ACTUAL DRIVE WAY SIZE TO BE DETERHINED IN FIELD ",,N' GARAGE 2~.0' 33.6' 2G.O' ~.0' D R V E W ;A Y N 2G°53'2" W 117 7' ~_ SITE PLAN _...--.----'"' ....................... /// / / phone: (631) 298-2250 e-maih michael@mchdesignservmes.com DRAWN BY: MH April 05, 2007 SCALE: l/q-" = 1'-0" SHEET NO: FRONT ELEVATION SCALE: 1/4": 1'-0" LEFT ELEVATION SCALE: 1/4": 1'-0" IIII phone: (631) 298-2250 reich ael@ mchdesig nse trices.co DRAWN BY: MH April 05, 2007 SCALE: 1/Zl," = 1'-0" SHEET NO: www.mchdesionservices.com phone: (631) 298-2250 reich ael@ mchdeslg rise rvice, s.com ---~~-'"~~,, ~.~ ~E[t >.~ DRAWN BY: MH .... i ':~ ,~ ~"~ I,~ April 05, 2007 , o~- ~ ~ S~LE: 1/4" = 1'-0" LE~ ELEVATION P ¢~o~ SHEET NO: S~LE: 1/4"= 1'-0" f ~, ~- --~ ~ .... i , 1/2" LEDGER BOARD TO BE FASTENDED TO BUILDING W[TN TIMBERLOB~ 3'-0" BELOW GRADE ON UNDISTURBED SOIL (G) ~XlO ACQ GIRDER 7'-~ 1/2" GARAGE FOUNDATION PLAN SCALE: 1/4"= 1'-0' PROVIDE 2 - 2X6 ACC SILL plaTES UNLESS OTHERWISE NOTED. SILL PLATES ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL CASKET. PROVIDE S/S" DIA ANCHOR BOLTS AT 3~' O,C, AND W/I 1'-0" OF CORNERS, INTERSECTIONS AND SP~CED ~OINTS ANCHOR BOLTS ARE TO HAVE A HINIHUH g" IHBEDHENT INTO THE CONCRETE. EACH ANCHOR BOLT ARE TO BE A~ACHED TO SILL P~TES W~H 3X3 SQUARE WASHER AND NUT. G). DOUBLE UP FLOOR ~OISTS UNDER PARALLEL WALLS ABOVE PROVIDE AWAY FROM BLDG. MEMBRANE TO GRADE -- PROVIDE 2X4 KEY VAPOR BARRIER 4" COARSE SAND OR GRAVEL TYPICAL FOUNDATION WALL SCALE: 3/4" = 1'-0" 6" MIN. = 4'-0" O,C, -~ ~2" MAX_._ i TYPICAL SPACING i i TYPICALCORNER ANCHOR BOLT SPACING FOUNDATION WALL END NUT SETUP NOTES: ANCHOR BOLT DETAIL SCAL£: 3/4" = 1'-0" BASEMENT WINDOW BOX IN OPENINGS N,~ 2XS-A£Q FOUNDATION WALL WINDOW OPENING DETAIL SCALE: 3/4": 1'-0" M C H phone: (631) 298-2250 mlchael@mchdeslgnservlces.co~ DRAWN BY: MH April 05, 2007 SCALE: 1/4" = 1'-0" SHEET NO: OPTZONAL DECK f DINING ROOM (3) 1-3/4XI~ HICROLAM DROPPEO HEADER PROVZDE 2X10 HEADE FLUSH GREAT ROOM HEARTH lq'-2 $/2" (3) 2X$0 DF#2 HEADER KITCHEN 6 (3) 2XlO DF#2 HEADER COVERED PORCH 13'-3 1/2" t3'-3 1/2" 0 ROOM OFFICE 3x~ POST ~ (3) 2XlO DFe2 HEADER 45 MINUTE FIRE-RATED DOOR w/ Sc HINGES ~ 5TEEL~AMB T 304G II GARAGE E 5/BI' TYPE-X G 12'-0" 1ST. FLOOR PLAN SCALE: 1/4"= 1'-0' phone: (631) 298-2250 mmhael@mchdeslgnservices.con DRAWN BY: MH April 05, 2007 SCALE: 1/4" = 1LO'1 SHEET NO: 2432 2432 2432 CLOSET t2'-& 1/2" ~,EDROOPI No. 2'-0" PLATE HF-[GHT ~ VELUX : :$KYL[GHT I MASTER BEDROOM BEDROOH No. ! 17'-7 1/2" ~'-1! 1/2" 14'-8" STORAGE 23'-2 1/2" VELUX :SKYLIGHT: VELUX ISKYL[0HT I 2'-0" PLATE HEIGHT 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0' 1 FLUSH HEADER DETAIL (AT PIASTER BEDROOM WALL) SCALE: 3/4." = 1'-0" LANDING 30X54 PULL DOWN STAIR 350# CAPACITY CEILINO HEIONT: LAN[DINO: PROJECTION: 8,'-0" - ~'-~" 5'-5/' 5'-~/' {0'-0" &'-{" ~'-'1" phone: (631) 298-2250 michael@mchdesignservices.com DRAWN BY: MH April 05, 2007 SCALE: 1/4" = 1'-0" SHEET NO: M ~ H wva~.mchdesianservices.com phone: (631) 298-2250 e-malh mlchael@mchdesignservlces.com ,, ,, .... =~ ~ [, ,, = ',, . ,, , .......... , ~_ ............ ,, ,, ,, ~ ,, ,, ~,,__,~,~ ~~,,, ,~' ,~ ,, ~ .......... , ........... ~ .... ,, ~.~ ~_~,x,;~~ r, ,, ~ ........ :,, ,, ,, A.~?.~ HD..--~ ~ ~.. ~*~ HO.. '~ ,, , ......... , , ~ , " " ' ............. I I x I I " .... ~' ..........~ ....................................................................................................................... . , , '", ', ,, ' " ,, ' , ,' ", , ' ",' , " ", ~ ~' '~ =~ ~ - /~ " ,, ,, ,, , ~ ~ ,, ~ Z~o ~ '' '' 12 II VENTI~TION: 1/150 (MIN.) = " " " ~ J ' I J ~ " , , ,, ,, ,' DIRECTLY TO THE DECKALONG EAVES. ~ 4 VENn~TION: I/lBO (HI[NJ ~ ~ COMPLETE. " ' " ROOF ; S~LE: 1/4" = 1'-0' CUmNGINTOSHINGLESURFACE. D~WN BY: MH ~y~ ~ April 05, 2007 ~¢[.~ ,,, S~LE: 1/4" 1'-0"  SHEET NO: 15~ F ,E,,L T UNDEBLAYMENT VENTED VINYL RIDING {PER OWN~~-~-m I I I -- -- I I ] Ell I I I Il I~ I ~)~e~'~-,,~. ~ ICE ~ ~ATER BARRIER www.mchdesianservices.com phone: (631) 298-2250 e-malh michael@mchdeslgnservlces.com Z&"XG" CONE, FTG ) ~T~ ....................................................................................... SECTION C-C SECTION A-A T SCALE: 1/4" = 1'-0" ~_~ EOUNTiNUOR RIDGE VENT l -R/AX' ' -7/R t'tL RIDGE LLm~ Z; - ,S# FELT UNDERLAYMENT __ 2XG< LLA TIER -- STORAGE I [ (DIFFERENT ~OIST DEPTHS) 3/~" SUBFLOOE ~ ~ ~ 3/~" SUBFLOOR ~ _ _ _ ~ _ _ I D~WN BY: ~ ~ 2XZPLATEOVER II-7/~"TII2~OWOOD-IFIeZE"OC mj ___ · ~ "~ ,: April 05, 2007 ~ : ' COP-R-T~TERH~E SHIELD- - - , FIA ,. ~x+x,~+ .,. ~ ~ ~c~ ~;;~ ' /.~/ S~LE: 1/4" = ,,,,,,oo~,~o, .::"r; ....~ {," ~ ~ ~/,: ' SHEET NO: : ..........................~'~ ............::_ .. ~ ....... ¢__ S~kE: 1/4"= 1'-0" r' t 4,, 12" O.C. WINDOW ~ILL WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECHON FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMI1-FED FOR OPENING PROTECt tON IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATrACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1L609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSU RE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHU1-FERS MUST BE MARKED IFOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHU1-FERS FOR INSTALLATION. STORM WATER MANAGEMENT DETAILS N.T.S. DRY WELLS TO BE 10' MIN. AWAY FROM HOUSE OPTIONAL DRYWELLS ) GENERAL: ROOF AREA: 2429.7 SQ, ET. AT 100 % WATER RUN OFF: ~05.8 CU. FT. MIN. DRYWELLS REQUIRED: (3) 8' DIA. X 4' DEEP = 507 CU. F'r, CAPACITY OR (2) 10' DIA. X 4' DEEP DRYWELLS = 548 CU. FT. OGEE GU'FI-ER - STANDARD 5" NOTES. 1) EXECUTION: A). OO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. BATH No. 2 1 1/4 CO. MUD ROOM C.O C.O 3" ~ ROOF VENT 3 POWDER ROOM I 1 1/2 SLOPE" 1/4" PER FOOT PITCH TO DRAIN ~;~T~--~-~-~TOAPROVED SEPTIC SYSTEM PLUMBING SCHEMATIC N.T.S. H wvc~.mchdesi nservices.com phone: (631) 298-2250 e-malh mlchael@mchdesignsewices.com ,,8 DRAWN BY: MH April 05, 2007 SCALE: 1/4" = 1'-0" SHEET NO: JOIST DETAILS ®e ®e EXTERIOR DECK AT[ACHMENT ®e ®® ,, WEB STIFFENER ATTACHMENT BEAM and COLUMN DETAILS BEARING FOR DOOR OR BEARING AT WALL WINDOW HEADER BEAM TO BEAM CONNEC~DN BEARING AT COLUMN CONNECTION OF MULTIPLE PIECES OF TOP-LOAOED~ BEABS (t) /-3/4" Width Pi~ces: FASTENING of FLOOR PANELS FILLER and BACKER BLOCK SIZES BEARING AT CONCRE~'E WALL ELEVATED COLUMN BASE INSTALLATION TIPS Jolsf, Framln~l Use B1 or B2 at load bearing or shear wall from above This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. Mir ALLOWABLE HOLES - TJI Joists Table A - End Support ROUND HOLE SIZE able B. Intermediate or Cantilever Support ROUND HOLE SIZE .,. I,,~,I,,~,I;LJ;,°51;;I,;;I'~I I I ~LLOWABLE HOLES - Beams and Headers ,4~,_.... TJI JOIST ATTACHMENT at BEARING BEAM ATTACHMENT at BEARING WARNING WARNING NOTES: www.mchdeslanservices~com 3hone: (631) 298-2250 e-maih michael@md~designservices.com DRAWN BY: MH April 05, 2007 SCALE: 1/4"= 1'-0" SHEET NO: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS !JSE THI= FOLL©WlN~ APPROVED LISP METAL OONNECT©I~6 FOR PROPE~ mIND ~ESI6TANT ~ ~OOO OON.~T~UCTION. FOLL©LU MANUFAOTIJRE'~ RE(::;OMMEND~=D INSTALLATION IN6TRIJCTION~ TO AONIEYE MAXIMUM UPLIFT KING STUDS < 2 ~-' ~ RAFTER -- ~ ''~X WALL STUD ~ ~ -- ~) BOTTOM PLATE RIDGE ~( LEDGER BATHTUB SIDEWALL~ ~.~ HEADER ~ER DOUBLE JOIST JACK STUDS FLOOR USP NUMBEF 3ESCRIPTION APPLICATION 1ST, ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JSP NUMBER DESCRIPTION APPLICATliON LOCATION USP NUMBER DESCRIPTION APPLICATION ~FTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PA~LLEL WITH THE FLOOR HOLD DOWN BOTH BOT. P~TE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR P~TES OF 1 ST. FLOOR. CONNECT THROUGH ALL OPENING~ LSTA12 1-1/4"xl 2" 20ga. ST~P APPLY TO EACH JACK STUD ROOF LST~4 1-1/4"x24" 20ga. ST~P APPLY OVER RIDGE TO EACH ~FTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH ~FTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PA~LLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/THR~DED ROD. ALL OPENiNG~ RT3 OR RT7 TYDOWN ANCHOR APPLY TO ~CH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER ~ LEDGER BLOCKING ~24"OC CATED BY CONT~CTOR METAL ST~P ~" CRICKET AT TOPSIDE OF VENTI~TION CHANNEL , , WALL SHEATHING ~FTE~5 MAINTAIN ' ~ VENTI~TION WOOD JOIST ~ FOUNDATION . '~ ~ . . ~ . .. . .. TOP P~TE A~IC SHALL BE PROVIDED WITH A FASCIA ~D ALL WINDOW/DOOR OPENING JACK STUDS AT WALL - MAIINTAIN GAP INSTALL 4'0" O.C. ,, / / ~/ ROOFING TO A.VOID SOAKING WALL STUD 0 NOT LESS THAN 1/150 OF THE AR~ OF GU~E THE SPACE VENTI~TED ALL OPENINGS WOOD GIRDER 4" - 8" LST~4 1-1/4"x24" 20ga. ST~F AND JACK STUDS ~ ~ SHALL ~E COVERED WITH CORROSI RESISTANT METAL MESH WITH MESH ON ALL OPENINGS , ~ ~ / /~ ,, PROVIDE HEM~ED EDGE AT OFFIT / ~T. PLYWOOD INSTALL 4'0" O.C. ~ ~ ~ / ~ / F~SHING TO ~ORM CHANNEL LOCATION ~SP NUMBER DESCRIPTION APPLICATION OPENINGS OF ~ INCH IN DIMENSION. 6OFFITE~ 8"-14" LSTA30 1-1/4"x30"18ga. ST~F ANDJACKSTUDS ~ ~ ~~ANDSOASTO MAINTAINAIR GAP TO PREVENT CAPIL~RY 4" - 6" ~ER RTl 0 10-3/4" x 18ga. TYDOWN ANCHO~ ~ CONNECT TO ON ALL OPENINGS ~ ~~ EACH ~FTER PROVIDE BLOCKING BE~EEN JOISTS THAT ARE SPICED AND INSTALL 4'0" C.C. ~ ~ /~~ ACTION , CONNECT TO ~OOF VENTILATION / OVER BEARING WALLS AND H~DERS 2ND. FLOOR WALL I ~ER 0 RIDGE CAP OF SAME MATERIAL AS ROOFING NAILED TO SHEATHING SHINGLES AT BASE MIN, 4 INCHES THROUGH VENT WOOD JOIST I 1 ST. FLOOR W~L STAPPING TO BE A~ACHED TO WALL STUDS ~48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS ~ETAL FLA~IN~ AT ALL EAVES, ~IDEDALL~. WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKE5 - PROVIDE WEMM~ ~E6 50 iNSTALL 4,0" O.C, A6 TO FORM D~AIN~GE CWANNEL8 AND 4" - 8" LSTA36 1-1/4"x36" 18ga. ST~F AND JACK STUDS PREVENT C~PILLART ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS ~FTE~P~TE RTl 5 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" C.C. ~FTER TO P~TE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. ST~F AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRIN~GE. & REDUCE BUMP OUTS ON ALL OPENINGS P~TE~ALL SPTH4 STUD P~TE ANCHOR P~TES TO ~CH STUD OF ROOF j ~ ~ ANCHOR BOLT CONNECTION USEWITH 3x3SQUAREWASHERS I/2" --~'~ , ANCHOR BOLT CONNECTION SUPPORTING ~lMUM SPACING F~SHING ~PS , , , lO KIP, ) SILL P~TE TO FOUNDATION ROOFING AT B O ~ m ~ ~'~ (C~WLsiLL P~TESPACEToORFouNDATIoNFOUNDATION) I STORY 72" OCTYPICAL ~E~ ~ET~IL ~PICAL CONC. FOUNDATION. APPLY PILASTERS MI.. 3" STEEL COLUMN ANCHORED TO 24"~4"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION) 2 STORIES 3~" OC 5TELL / ~OTTO~ ~EA~IN~ (S~B-ON-G~DE) 1-2STORIES 57"OC ~OOF J~C~5 ~ vENT5 DETAIL , CONC. S~B ' ME IL o,o 0 COMPACT. . . % .. .0. B OCKOUT = ST. . '< ' ~~''I'~ 'DESOFWOOD 2~ ¢ '~' ¢ ,. ;,, STEELBEAMTOALLOWFORSHRIN~GE MIN. d,~ ~ ~ . ~ ,, ~,& ~3,~ 4,,I/ ,~ NOT UBSlLLIFREQUlRED-M~IMUM ~-- ~ ~' ~ ~ ~ ~ q~' TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WiTH (2) ~ REINFORCING BARS THICKEN StuBS BENEATH B~RING WALLS AND COLUMNS,. ,, , SHIMS TO LEVEL B~M ~ X~ = PraTE (BOLTED TO B~M) REINFORCE FOOTING WITH (2) ~ REINFORCING BARS. ~ 3" MINIMUM B~RING SURFACE FOR WOOD B~M ~E DOOR ~E~ POCKET FOUNDATION 5/8" DIA. ANCHOR BOLT ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION I STORY 72" CC (CRAWL SPACE OR FOUNDATION) SILL PLATE TO FOUNDATION 2 STORIES 36" CC (CRAWL SPACE OR FOUNDATION) WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" CC (SLAB-ON-GRADE) wwwxnc esi nservices corn phone: (631} 298-2250 e-mail: mlchael@mchdestgnservices.com DRAWN BY: NH April 05, 2007 SCALE: 1/4."= 1'-0" SHEET NO: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE T~-tE FOLLOLUIN~ Of~ ,~pp~o'VED !J,~p h"i~=T,~L C. ONNECTOf~ Fof~ Pf~Of=Ef~ UJIND ~=~I,~T~,NT CONST~LJ~TION. FOLLO[U hl~,NLIF,,~TL~f~r=',5 ~r=~o'Plht~=N[~r=[D IN,~T~.LL~,TiON IN,~T~!.J~TION5 TO ~,C. NF=¥~= P1~,XII~lUhl UPLIFT LO~.~ ~,~P,~CIT"r'. ~,~ r~ u:  ' RAFTER -- CRIPPLE STUD ~) , phone: LEDGER SNOW SPEED DESIGN WEATHERIN~ LINE TERMITE DECAY DESIGN JNDERLAYMEN1 FLOOD RIDGE -- HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS e-malh 45 LBS. t20 B SEVERE S FT. MODERATE SLIGHT TO mlchaelL~mchdesignservlces.com RAFTER JACK STUDS , RAFTER-TO-LEDGER CONNECTION LEDGER TO gE CONNECTED TO BLDG. USING 1/2" B[A. BOLTS ~16"OC WTFH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AN D COVE RED PORCH NOTES: RIDGE-TO-RAFTER CONNECTIONRAFTER SIZE USP NUMBER DESCP~FT[ON APPLICATION LOEAT[ON JBP NUMBER DESCRZFT[ON APPLICATION 1). Unless otherwise noted, all framing material to be #1 ACC pressure treated lumber. LOCATION JSP NUMBER DEBC~PTJON APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ALL OPENINGS LSTA12 I-1/~."x12" 2gga. STRAP APPLY TO EACH JACK STUD All fasteners, hangers and anchors to be galvin/zed or stainless steel. ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER BZDGE TO EACH RAFTEF 2XE0 [.5210 18ga, SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ALL OPENINGS RT3 OR ET7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2). Girders for deck joists lo be bolted or anchored to each pest or pier with washers and nuts. Girders on concrete piers shall be enchored with proper steel connectors anchored 1-1/2" BRACE ~~~ ~ ~ into concrete with a minimum 1/2" dla x 7" long anchor bolt with washers and nuts. MINIMUM ~ 3} Posts suppodlng girders shall be anchored to a minimum 24"x24"xi 2" thick concrele ~ footing. Use a minimum 1/2" die x 7" long anchor bolt with washers and nuts, Footings Shall / be 3R, below grade ~ 'X~ RAFTER ~~ ~ 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing ~: ~,! 6). Concrete piers shall be a minimum B" above grade. ' RAFTER TO PLATE/STUD CONNECTION~ -' ~,/- pmtsctlve coating from the manufacture. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION LO TZON JSP NU.EER DESCPZ ON A.P C ON OFTHESTA]RS, HANDGR.Ip PORTION OFALLHANDRA~LS LOCAI~ON JSPNUMBER DESCRIPTION APPUCATION RAFTER/PLaTE RTl5 TYDOWN ANCHOR CONNECT EACH NAILING SCHEDULE CONNECT TO RAFTER TO PLaTE POST-TO-DECK CONNECTION CROBS SECTIONAL DIMENSION, OR THE SHAPE SHALL CONNECTTO pLATE/WALL SFTH4 STUD PLaTEANEHOR 3LATESTO EACH STUD ROOF SHEATI- lNG: ~ TOP PLATE 10' WALL: 4-8d COMMOA RAFTER i TOE-NAIL ~ POST/COLUMN -~ I CEILING JOIST 8' WALL' 3-8d COMMON EACH ; TO TOP PLATE 10' WALL; 4~8d COMMOF, JOIST rOE-NAIL ' "~ GIRDERJHEADER PARALLEL RAFTER WFCM - SEC LAP NAIL ,~EILING JOIST LAPS AS PER TABLE 3 7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION I OVER PARTITION WFCM-SBC LAP NAIL LOC. AT[ON USP NUMBER DESCP~PT[ON APPLIEAT[ON '~ / i TO RAFTER WFCM -SBC END NAIL DEC, K/POt~,C,,N RSAILING SPLICED JOISTS OVER HEADER/GIRDER ~x*t SOLID COLUMN PBS4~t / pBSE44 / KC4't pOST CAP ANCHOR APPLY TO EACH COLUMNI BLOCKING 2- 8d COMMON EACH TOE 5x6 SOLID COLUMN PBS66/PRSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER END NAIL LOCAT/ON USP NUMBER DESCRIPTION APPL~EATZON HOLLOW COLUMN SIMPSON STRR1/2 H.C, ANCHOR APPLY TO EACH COLUMN USE MIN, (2) 1/2" D[A, CALV. BOLTS WITH WASHERS AND NUTS RIM BOARD 2 - 16d COMMON EACH END JOIST TO GIRDER/HEADER RTl0 TYDOWN ANCHOR CONNECT TO EACH JOIST TO RAFTER END NAIL ~.~ , QTY, SPACING NOTES TOP PLATE TO 2 - 16d COMMON PER /.,-'~. TOP PLATE FOOT FACE NAIL ' . ~ TOP PLATES AT 4 - 16d COMMON JOINTS FACE ~' ~? ~' INTERSECTIONS EA. SIDE NAIL ~, ¢ ,~ STUD TO 24" FACE WOOD JOIST-- .,%~ .,, HEADER TO 16d COMMON ALONG EDGES NAIL "~ PLATE TO STUD 3-f6dCOMMON PER2x6STUD NAIL FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2)( ~ BOTTOM PLATE TO: :LOOR JOIST, BAND JOIST. :) - 16d COMMON PER CEILING JOIST TO BLDG. CONNECTIONALL JOISTS CONNECTED TO A FLUSH HEADEBTO BE SUPPORTED Wn-H HEADER/GIRDER-TO-POST CONNECTION END JOISTORSLOCmNG FOOT FACE NAIL LEDGER TO BE CONNECTED TO BLDG, USING 1/2" D[A, BOLTS @16"0C WFi'H WASHERS THE PROPER 5-~EL CONNECTOR, I I OR BEAM IF ABLE~ SET F~R JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS I I LOCATION USP NUMBER DESCRIPTION APPIJ[CATZON ROD (2) BEAMS PAU4q OR WEZPt POST / BEAM ANCHOR APPLY TO EACH PIER TO ALLOW FOR SHR[NRAGE, REQUIREDFoR BTU --L ~----~11 , (3) BEAMS EAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH PIER - DECK FRAMING: TOP PIECE OF SIDING AND _ -- -- _ ~ QTY. SPACING LAPPED OVER FIRST EONT[N. -- ~' THREADED ROD 'ILL, TOP PLATE OR GIRDER NAIL~ ¢ MINIMUM TO JOIST 2-8dCOMMON EACH TOE DRAWN BY: MH END NAIL -l// / WOOD JOIST -- ANCE BLOCKING TO: EACH TOE  SILL ORTOP PLATE 3" 16d COMMON BLOCK NAIL April 05, 2007 -- BLOCKING -- EACH FACE I ~ ,..- -~/ ~]NINU. 4 LEDGERTo BEAMSTRIP 3 - 16d COMMON JOIST NAIL FLOOR FRAMING 2x JOISTS - .. · .., .. . (~ .; .... ,. , 12"xl 2"xl 2" JOIST ON LEDGER 3 - 8d COMMON JOIST NAIL ' v ' ~- 16d COMMON JOIST NAIL BLOCKING FOR 3oIEr HANGER TO JOIST PER LAGBOLTS ~ HOLLOW COLUMN UPLIFT BANDJOISTTO: -~-16dCOMMON FOOT SILL OR TOP PLATE TOENAIL SHEET NO: SIMPSON STRONG TIE MODEL STRR1/2 DECK POST FTC. CONNECTION RIM JO[ST / BD. SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURS'S RECOMENDATIONB PROVIDE BLOCIQNG BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION USEWTrH RT10TYDOWN ANCHORS zlX~ FOST PAU~tORWEZH POST/BEAN ANCHOR APPLY TO EACH FOOTING DECK/PORCH LEDGER CONNECTION 6X6 PGST PAU66 OR WEBE POST / BEAM ANCHOR APPLY TO EACH FOOTING IOINT DESCRIPTION NAIL RAIL NOTES QTY. SPACING RAFTER TO 8' WALL: 3-Ed COMMON EACH TOP PLATE 10' WALL: 4-Sd COMMOh RAFTER fOE-NAIL CEILING JOIST 8~ WALL' 3-8d COMMON EACH TO TOP PLATE 10' WALL; 4~8d COMMOF, JOIST rOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SEC LAP NAIL ,~EILING JOIST LAPS AS PER TABLE 3 7 EACH FACE OVER PARTITION WFCM - SEC LAP NAIL COLLAR TIE AS PER TABLE 3,4 EACH FACE TO RAFTER WFCM - BBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES TOP PLATE TO PER TOP PLATE 2 - 1Bd COMMON FOOT FACE NAIL TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMON C.C. NAIL HEADER TO 16d COMMON 16" O.C, FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM ~ - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - f6d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: :LOOR JOIST, BAND JOIST :) ~ 16d COMMON PER END JOIST OR BLOCKING FOOT FACE NAIL UI- UK, I- KAMIN : NAIL NAIL JOINT DESCRIPTION QTY. SPACING NO' [~_ PER TOE~t~ JOIST TO: 4 - 8d COMMON JOIST BRIDGING TO JOIST END NA BLOCKING ~CH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKINGTO: 3- 16d COMMON ~CH TOE SILL OR TOP P~TE BLOCK NAIL LEDGERSTRIP 3-16d COMMON ~CH FACE TO BEAM JOIST NAIL JOIST ON LEDGER PER TOE TO BE~ 3 - 8d COMMON JOIST NAIL BAND JOIST ~ - ~ 6d COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: PER ] - 16d COMMON TOE NAIL SILL OR TOP P~TE FOOT NYS ENERGY COMPLIANCE NOTES WINDOWS AND DOORS: AND VOID THE WARRANTY. PLUMBING AND ELECTRICAL: NEATING, VENTILATION AND AIR-CONDITIONING (NVAC) FOUNDATION: FRAMING: INSULATION: REScheck Software Version 4.0.1 Compliance Certificate Project Title: MANWARING RESIDENCE Report Date: 02/18/07 Data fi~ename: C:\Program Fi~es\Check\REScheck~na~wadng,rck Energy Code: Location: Construction Type: Heating Type: GIazing Area Percentage: Heat:ing Degree Days: New York State Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Non-Electric i4% 5750 Construction Site: SOUND ROAD GREENPORT, NY OwnefiAgent: DesignedContractor: Ceiling I: Fiat Ceiling or Scissor Truss: Wail 1: Wood Frame, 16" Window I: Wood Frame:Double Pane with Low-E; Door 1: Glass: Door 2: Solid: Wal~ 2: Wood Frame, 16" Window 2: Wood Frame:Double Pane with Low-E: FIoor 1: AiFWood Joist/Truss:Over Unconditioned Space: 1205 30.0 Q0 42 t 125 t9~0 0,0 53 i 37 0,350 48 41 0,358 14 62 0,330 20 1125 t9,0 0,0 60 12:9 0,350 45 1205 30.0 0.0 40 The proposed building represented in this documen[ is consistent with the building plans., speclfiuat' - ions, and other calculations submitted with this pem~it application, The prQposed systems have been designed to meet the New York State Enercy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment such plans or specifications are in compliance v/ith this Code. Name- Title Signatu re Date MANWARING RESIDENCE Page 'I of i ~nservices.com phone: (631) 298-2250 e-malh michael@mchdeslgnservices.com DRAWN BY: MH April 05, 2007 SCALE: 1/4"= 1'-0" SHEET NO: Window 3O~.ff '1,~2 ~ I,~2 6~0 , ~¢~ ~%,a~l, a~_a~ . ,O a 327 vV)ndo~ - NO ins de ~h~d~n~) ~ ~g N~ne (q~ar ~i~); 5~ shaded ..~QLll. ................................. ~.~,JL. ............................. ~.5 ...................... J.~ ............................. ~ ................... 228 ,. .Ge~))g ........................................ .1,~.~.~ ................................ ~6 .............................. Q, ............................. I~ ................................. ~ ......... MASTER ~DROOM ~ ~q fl 2 110 ~74 , ,884 2 fi3~ . 0 0 0 54 J~r~ ....................................... ~ ......................... ~ ............................. ~ ................................... ~ ......... P~le .z 800 4~0 1,0~0 0 C~EN 'FO ~t, OW I:~5 Sq fL ~ [~ 144 ';f47 ( ~ ions ) R~,~¢le 1 300 2~,~ ~8() W .... - t~ ccmdi~ned s~c~ .8~:~::v%~LI :ZA,:L,~ ........................................ ~ ......................... 2~ ............................... ¢~ .......................... 2~, ....... .SE.?¢¢'a~I ¢8~ ~q& b 3,.]29 8~., 2007 Wtl/d~~ 18 ~qfl, flu1 (i, r4~ ~ ~:, Glad,door 4 ~.:,.L;~ ~.bl~.~ u~..~.,(.~z~_~.~.t~.t~ ........................................................................................................... .,:.E~er[(;~,.~[~,..~bt~.~,~e...~[~lJ~.~,G e~,,.~ ....... April 05, .... , ~.~, .~:~a ......... ,:, ...... 't. -~s~. SHEET NO: ~8[)b~likJt ~6 ;~:<J 5D ......... t~ , , 1'9 ............ WALL MOUNTED RETURN AIR GRILLE DETAIL CONDENSATE DRAIN DETAIL LINEAR DIFFUSER CONNECTION CONDENSATE DRAIN DETAIL TYPICAL FLEXIBLE DUCT CONNECTION TYPICAL CENTER BRACING FOR RECTANGULAR DUCTS WALL MOUNTED SUPPLY REGISTER DETAIL COLLAR TYPICAL DIFFUSER CONNECTION TYPICAL DIFFUSER CONNECTION IBOTTOM OF DUCT CONNECTION) DIFFUSER PATTERNS TERMINAL BOX CONNECTION TERMINAL AIR UNIT DUCT CONNECTION F,CT -(] ~CAL[ DUCT PENETRATION THROUGH NON-FIRE RATED WALL HANGER AND SUPPORT DETAILS FOR LOW PRESSURE DUCTWORK (UP THRU 2" WG) AIR-COOLED CONDENSING UNIT - SLAB MOUNTED AT GRADE XTS DUCT DUCT BP~CH UNEQUAL SPLIT DUCT TEE CONNECTION DETAIL NOT TO SCALE FLOW FLOW TYPICAL RETURN AIR BRANCH DUCT TAKE-OFF EQUAL SPLIT DUCT AIR TYPICAL SUPPLY AIR BRANCH DUCT TAKE-OFF DETAILS OF THE LOW VELOCITY DUCT LAYOUT AIR CONDITIONING SYSTEM DETAIL WITH VERTICAL AIR HANDLING UNIT CONDENSING UNIT MOUNTED AT GRADE NTB HORIZONTAL AIR HANDLING UNIT WITH ATTACHED HOT WATER COIL DETAIL UP FLOW VERTICAL AIR HANDLING UNIT WITR ATTACHED HOT WATER COIL DETAIL GENERAL NOTES - HVAC ,M H www.mchdesionservices.com 3hone: (63t) 298-2250 e-mail: michael@mchdeslgnservlces.com DRAWN BY: MH a, pril 05, 2007 SCALE: 1/4"= 1'-0" SHEET NO: GENERAL NOTES CONSTRUCTION NOTES: The information within this set of construction documents is related to basic design t ant framing details, They are intended as a construction aid, not a substitute for generally accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally 2. The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and ragu at ons, ets· These codes are to be considered as part of the specifications for this building and should be adhered to even if In variance with the plan. t). Dimensions shall take precedent over scaled drawings· DO NOT SCALE DRAWINGS). The designer has not been engaged for construction supervision and assumes no responsibility for consl~uction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans. 5). Refer to the Window and Door schedule for exterior openings. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable cedes. 7). The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. 8). Wind Icad requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil. Provide 1/2" e~ )ansion joint material between concrete slabs and abutting walls occudng in exterior or unheated interior areas. 4). Any new concrete walls being attached to existing concrete structure shall be installed with ~4 re-bar, 18" long at 12" c.c.. Use approved epoxy for installation. 5). Unless otherwise noted, all slabs on grade to be 2500 p.s,i,, Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with 6" maximum Id~s (layers). Crawl spaces to be revideq with a minimum 18"x24" access opening. Install one y t 50 sq. fi, of area. 7). Damppreof exterior of foundation with bituminous coating as per secdon R406 of N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over the below grade portion of extedor walls prior to backfilling, 8). Drainage as per section R405 cf N.Y.S~ Residential Construction Code. FRAMING NOTES 1). All framing techniques and methods as prescriptive design of 1995 SBC High Wind Edition Wood Framing Construction Manual. 2). Unless otherwise noted, all framing and structural wood matadal to be #2 + BTR. Douglas Fir. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches c.c. unless noted otherwise. Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + STR. Doug· Fir. wall headers to have (2) jack studs and (2) fuji length studs on each side of all openings, LVL headers to have (3) jack studs and (2) full length studs on each side of openings, Beadng wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9· Provide fire and blocking where applicable. 5). All flush beams/headers to be instal fad with heaW duty galvinized hangers and anchors where applicable to all connecting joists. 6. Double up floor joists under walls that run parallel to the floor joist and under bathtubs. Floors to have ceramic tile installed shall be verified for proper Icad capac ty un ess noted on plans Provide blocking/bridging in floor joists at 8'0 c.c.. Use solid blocking in floor joists bearing walls. 8). Provide insulation baffles at cave vents between rafters. Install draft blocking as needed. 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir CDX extedor sheathing grade plywood. Plywood to cover over plates and headers. 10)· Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture's instructions· 11 ). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and ceilings and over furnace to have 5~8" thick type-x sheetrock. All other parts of building to have regular 1/2" sheetrock. All walls to be taped and finished~ 12). All roof with a pitch less than 4:t 2 shall be installed with an Ice & Water barrier or approved equaL Flat roofs shall be applied with a Fiberglas base sheet with an EPDM tsreh down type material over. 13). All sill plates and wood in contact with concrete to be pressure treated· Sill plates to be installed with a foam sill gasket and cop-r-tax termite shield or approved equal. WIND FRAMING NOTES 1 . RIDGE-TO-RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters n accordance to tab e 3.4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 2. RAFTER-TO-WALL ASSEMBLY: Lateral framing and shear wall connections for ratter, ceiling or truss to top p ate aha be n accordance to table 3.3. When a rafter or truss do not fall in lirle with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 4. WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the fcundation, sill plate, or bottom p ate w th up tt connectors. Steel straps shall have a minimum ambedment of 7 inches in concrete foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the boft~m plate, 3 inch square washes shall be used with the anchor bolts, Anchor bolt is to be spaced and sized in accordance to table 3.2a. In addition to spacing, bolts are to be spaced between 6-12 inches from the end of a sill plate and all corners· 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walis with a minimum of 7/16 inch wood structural panel on the extedor attached with 8d common nails at 6" c.c. at the panel edges and 12" o,c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" c.c. at panel edges and 10" c.c. in the field shall be in accordance with the length requirements specified in table 3·15a-b. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the requirements of table 3·15a-b times the appropriate length adjustment factors in table 3.16, 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when interior shearwalls are used, Sheathing and connections shall ~be in accordance with 2~4~4~2 and 2.2.4 respectively· 8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS:: Header and/or girder connections shall be attached with uplift connect cna ~n accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table 9. CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters slhall e thor be notched and anchored on top of the beam or slope connectors shall be attalched to each rafter-to-ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECKAND COVERED PORCH NOTES: · Unless otherwise noted, all framing matedal to be #1 ACQ pressure treated lumber. , hangers and anchors to be galvinized or stainless staeL 2). Girders for deck joists to be bolted to each post with washelrs and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dia x 7" long anchor bolt witlh washers and nuts. 3). Posts supporting girders shall be anchored to a 12 x12 x12. thick concrete footing. Use a minimum f/2" die x 7" long anchor bolt with washers and nuts· Footings Shall be 3 ff. below grade, porches with covered roofs shall have 12" dia. concrete pfsrs for the girdem. 4). Deck joists to have blocking at 8'0 c.c.. 5). A minimum of 18 inch flashing shall be installed between thee building and ledger· Ledger to be fastened to buiiding with 1/2" dia. bolts with washers and nuts where needed. · Concrete piers shall be a minimum 6" above grade· · All joists to be supported with hangers and anchors· Each Joist shall also be anchored ~o girder(s). . Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES 1 ). All water supply, drainage and venting to be installed as per N.Y.S. Residential 3onstrceticn Code. . Verify septic system with the Engineer for Suffolk County Health Department approval, · If wall studs, plates or joists are cut out during installation for any plumbing related work, ovide adequate bracing and plates to protect and secure the structure. Vedfy with the ~tata code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements· 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equ pment supp er. · HVAC subcontractor to ~ystem layout drawing and submit It to the General 'eview and approval. ELECTRICAL NOTES: · All electrical to be installed as per N.Y.S. Residential Construction Code. . All electrical work shall be approved by a qualified Underwriter. ,3) Install Smoke detectors and Carbon Monoxide detectors thr,'oughout as per section R317 of N.Y.S. Residential Construction Code. ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE CONTRACTO~R MUST CHECK ALL DETAILS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES. THESE DRAWING~S CONFORM TO GENERALLY ACCEPTED BUILDING PRACTICES; HOWEVER STATE AND LOCAL CODES VARY WIDELY· THE DESIGNER SHALL NOT BE HELD LIABLE IFOR ANY ERRORS. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. DO NOT SCALE DRAWINGS, USE ONLY THE PRINITED NAILING SCHEDULE ROOF FRAMING: NAIL NAIL JOINT DESCRIPTION QTY, SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE t0'WALL:4-Bd COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END 2 - 16d COMMON TO RAFTER END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER FACE NAIL TOP pLATE 2 - 16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE INTERSECTIONS 4- t6d COMMON EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMON C.C. NAIL HEADER TO 16" O,C· FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BO'FrOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL EACH TOE BLOCKING TO: 3- 16d COMMON BLOCK NAIL SILL OR TOP PLATE LEDGER STRIP 3- 16d COMMON EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER 3 - 8el COI~MON PER TOE TO BEAM JOIST NAIL BAND JOIST 3 - 16d COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: ROOFSHEATHING: TRUOTURA' CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING GYPSUM 7" O·C. EDGE WALLBOARD 5d COOLERS 18 O.C.FIELD WALL SHEATHING: NAIL NAIL JOINT DESCRIPTIOfl, QTY. SPACING STRUCTURAL 8d COMMON ~.S PER TABLE 3.! PANELS WFCM - SBC 7/16" OSB 6d COMMON 3" C.C. EDGE PLYWOOD 6" C.C. FIELD GYPSUM 5d COOLER~ 7" O,C. EDGE WALLBOARD 15" O.C. FIELD FLOOR SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING ~TRUCTURAL PANELS 8d COMMON 6" CC. EDGE 1" OR LESS 12" C.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on.center at the panel edge. Ewall sheathing is nailed 3" omcentar at the panel edge to obtain higher shear capaddes, nailing requirements for structural members shall be doubled, or aflemate connectors, such as shear plates, shall be used to maintain Icad path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced tel - 16d nail per fool PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENTIAL DWELLING BUILDING HEIGHT 29'-11" TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 1995 SBC 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) 45 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY C LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOI'E PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION Sym.: (SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK 4 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN I~/EATHERINE LINE TERMITE DECAY DESIGN, UNDERLAYMEN"[ FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHTTO 11 NONE TO HEAVY MODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE ~d COMMON @ 6" C.C. 8d COMMON @ 6" C.C. SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" C.C. SEE NOTES: 1 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" C.C. 8d COMMON @ 4" C.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1 ). For roof sheathing within 4 feet of the perimeter edgle of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>5.49. For framing members with <0.42<G<0.4g, the nail spacing shall be reduced to 6 inches o.c. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss framing members wiih G>0.4g. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING [NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES I SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE Bd COMMON @ 6" C.C. 8d COMMON @ 12" C.C. SEE NOTES: 1, 3 ( BOTH FIELDS)I NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" C.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY· 1). For wall sheathing within 4 feet of the corners, the, 4 foot edge zone attachment requJremects shall be used. 2). Tabulated 12 inch o.c· nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o,c. 3). For exterior panel siding, galvinized box nails shalll be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR iN ADDITION TO SMOKE ALARMS PER FLOOR. Section R602.8 - FIREBLOCKING REQUIRED Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood-frame construction in the following locations. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet. Batts or blankets of mineral or glass fiber shall be allowed as flreblocking in walls constructed using parallel rows of studs or staggered studs. 2)· At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall compiy with Section R314~8, N.Y,S~ Residential Code. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of combustion. 5). For the firebfucking of chimneys and fireplaces, refer to Sect[on R1001.16. N.Y.S. Residential Code. michael@mchdesignservices,com DRAWN BY: NH April 05, 2007 SCALE: = 1'-0" SHEET NO: