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HomeMy WebLinkAbout34961-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34725 Date: 12/03/10 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 150 SALTAIRE WAY MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 100 Block 1 Lot 40 Subdivision Filed Map No_ Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 27, 2009 pursuant to which Building Permit No_ 34961-Z dated AUGUST 28, 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 ALTERATIONS AND ADDITIONS, INCLUDING DECK AND PATIO, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. 1/6/11 CORRECTED TO REMOVE DECK FROM THIS CERTIFICATE OF OCCUPANCY. NOT BUILT PER GARY J FISH BUILDING INSPECTOR. The certificate is issued to KEVIN A ROMANOWSKI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 12208 10/09/10 PLUMBERS CERTIFICATION DATED 10/04/10 BERTSAND PLUMBING CORP tho zed ` gnature Rev. 1/81 1 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34725 Date: 12/03/10 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 150 SALTAIRE WAY MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 100 Block 1 Lot 40 Subdivision Filed Map No. Lot No- conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 27, 2009 pursuant to which Building Permit No. 34961-Z dated AUGUST 28, 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 ALTERATIONS AND ADDITIONS, INCLUDING DECK AND PATIO, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to KEVIN A ROMANOWSKI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 12208 10/09/10 PLUMBERS CERTIFICATION DATED 10/04/10 BERTSAND PLUMBING CORP J tho ized S'gnature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34961 Z Date AUGUST 28, 2009 Permission is hereby granted to: KEVIN A ROMANOWSKI 150 SALTAIRE WAY MATTITUCK,NY 11952 for CONSTRUCT ONE STORY ADDITION, INTERIOR/EXTERIOR ALTERATIONS TO SFD PER APPROVED PLANS AS APPLIED FOR at premises located at 150 SALTAIRE WAY MATTITUCK County Tax Map No. 473889 Section 100 Block 0001 Lot No. 040 pursuant to application dated JULY 27, 2009 and approved by the Building Inspector to expire on FEBRUARY 28, 2011 . Fee $ 874 . 80 Authorized Signature COPY Rev. 5/8/02 1V��t Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL ® (� (� � � n n 765-1802 E l� `Uf APPLICATION FOR CERTIFICATE OF OCCUPAN DEC - 1 2010 This application must be filled in by typewriter or ink and submitted to the Building Dep rtme t with the following: BLDG.DEPT. A. For new building or new use: TOWN OF MITHOLD 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. B. 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. C. Fees l. 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. Certificate of.Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: kS0 SRLTiotI (ANZ1 ITU_C House No. Street Hamlet Owner or Owners of Property: MAt3C)Cs 'wo, Suffolk County Tax Map No 1000, Section / ©-01 Block C)[_Do Lot_ ' L(0 Subdivision Filed Map. Lot: Permit No. f- 1'� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ 9 --7 N Applicant Signature SUFFOLK BUREAU of ELECTRICAL I N S P E C T O R S, i n c. 40 Nottingham Drive, Middle Island, NY 11953 I ,r Telephone:631 495 8136 • Fax:631 980 6455 • E-Mail:SBEIGS@gmail.com i CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Tucker Electric Inc. Certificate No.: 12208 Rough In Inspection Date: ]an 22, 2010 Final Inspection Date: Oct 09, 2010 Application No.: 12208 Building Permit,No.: County Tax Map No.: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above: Owner: Kevin Romanowski Site Location: 150 Saltaire Way, Mattituck, NY.11935 Owner's Address (if different): 4v 0 Residential R Indoor P Basement El Service El Shed El Commercial W Outdoor 0 First Floor El Pool 0 Hottub New P Renovation El Second Floor 0 Attic El Garage A' Addition El Survey Other: INVENTORY Single Phase 200a Heat Duplex Recpt 36 Ceiling Fixture 12 HID Fixtures Three Phase Hot Water GFCI Recpt 10 Wall Fixture 5 Smoke 3 > _ g p Main Panel 1 AC Cond Single Recpt Recessed Fixture 36 CO Detect 2 Sub Panel AC Blower Range Recpt Flourescent Smoke CO Combo Transformer Appliances dw Dryer Recpt 1 Emergency Time Clock ....._.... Disconnect 200a Switches 47 Twist Lock Exit Fixtures Pumps GFCI Breaker 1 Heat Pump Electric Heat Pool Luminaire Exhaust Fan 3 Other Equipment:1-oven,1 wirlpool bath The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: Tucker Electric Inc. License No.: Inspected By: Roger Richert Date Of Certificate: Oct 09 , 2010 �� Signature: r� osuFFo�k C�Gy d7 Z Town Hall,53095 Main Road • �� P.O..Box 1179 y�o a 'Fax(631)765-9502 Southold, New York 11971-0959 ,( �,� Telephone(631)765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: October 4 2010 Building Permit No. 3 (P l 2 Owner: vcmpft--1c�Sk-lj (Please print) Plumber: Bertsand Plumbing Corp. (Please print) lead. I certify that the solder used in the water supply system contains less than 2/10 of 1% (Plumbers Signature) Sworn to before.me this 4th day of October .. 20 10 Notary Public, Suffolk Count}' 191I01Q11 Mc Reache Notary Public,state of New York No.482S942 Qualified in Suffolk county commission Expires January 31,20_/V (� �J apF SOUj �o �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECT N [ FO DATION 1 ST [ ROUGH PLBG. NDATION 2ND [ INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIR TY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION REMARKS: ` ;D cig /zQL zc DATE INSPECTOR OF SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ® INSPECTOR r r> JAMES J. DEERKOSKI, P.E. 260 Deer Drive 2 �p Mattituck,N.Y. 11952 E® C E 'U E (631) 298-7116 DEC - 1 2010 Date: February 5, 2010 BLDG.DEPT. TOWN OF SOUTHOLD To: Town of Southold Building Dept. Re: Framing/Footings/Strapping/plumbing Inspections Romanowski Mattituck,NY Permit#34961 To Whom It May Concern: A first and second foundation, damproofing, framing, Strapping, and plumbing inspection was preformed on the above mentioned property, it is deemed that all work performed was completed to plans and meets all state and local codes. Also a pressure test was performed on the entire plumbing system and all systems passed the pressure tests. Any other questions please call. S cerely 1 fir' �' A Jam eerkoski ROBERT BERTORELLO Fax(631)208-8411 Rephand Plumknq Corp . LICENSED 2087 Osborne Avenue Calverton,NY 11933 (631)208-8400 Office October 6, 2010 D E C E � W E DEC - 1 2010 Mr. Kevin Romanowski 150 Saltaire Way BLDG.DEPT. Mattituck, N.Y. 11952 TOWN OF SOUTHOLD RE: 150 Saltaire Way, Mattituck Dear Sir: This letter is to certify that an air test was completed on the above - mentioned residence with a 5 PSI test for a period of twenty four hours. Very truly yours, I 1 Robert Bertorello, President Bertsand Plumbing Corp. COMMMNTS FIP,'bl)INSPECTION REPORT DATE FOUNDATION(1ST) a v a.a..�.�.w......... .. FOUNDATION(2ND) O / d • ROUGH FRAMING& PLUMBING H INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS O � r m y `I � O �y \, `J (�3Il,�qo lq7/ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL y Board of Health P SOUTHOLD,NY 11971 "' {-q"a ' = 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 -. a_ Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. O1O AOS A NM01 Trustees J 'Id30'9018 Flogd germit. . Examined / ,20 0 Storm=Water Assessment Form 6001 L Z 7n� Contact: Approved U �^ ,20 Mail to: Disapproved a/c a Phone: Expiration ,20 1 I Building Inspector APPLICATION FOR BUltDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be'completely filled in by typewr t&br 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;ye•cammenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition;s X'iii0 Il s:'"Thereafter, a ne'W�6rmll sh�lf..b&required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises )SeVtn R_p mdrwuos lk N (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No, 1. Location of land on which proposed work will be done: 50 S4\)E4%Ve w!NQ M1r_ U-� House Number Street I I Hamlet County Tax Map No. 1000 Section YJ CJ Block � Lot 0 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancpof proposed construction: a. Existing use and occupancy S t na vn-�&, lv lb well-.n b. Intended use and occupancy 3. Nature of work (check which applicable): New Buildin Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 'S160'np o Fe_e , (To be paid on filing this application) 5. If dwelling, number of dwelling unitsofidtwell,,ktig units,on each floor If garage, number of cars 6. If business commercial or mixed occupancy, eci nature and extent of each type of use. P Y� s p fY �,;� Yp 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Leo`-8� Rear `~ Depth 3 r Height 1 `) ' Number of Stories l 8. Dimensions of entire new construction: Front a- Rear Zff- Depth Z S•3 Z Height 1'7 ' Number of Stories 1 9. Size of lot: Front /00 Rear (DO, Depth 7-00 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO c Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Gamer. J,e&ft tee c k os W% Address Deer, "s. sp,�V,Nefflhone No 3A%—'7 1%6 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &DX 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. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. -- 76.yQ 6) 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 NOS * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S COUNTY OFAL J'U't� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the ow1 -4/- (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. Sworn to before me this Y of WIW �• Notary ub i Pam►Put'Static of Signature of Applicant No.40689,Suffolk Commission Expires March 1 6 0 0%JFFQ1r Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM i PROPERTY LOCATION: s.C.T.M.# THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A ,`ADO IZ-0 _ I _ b STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. --------------------------------------.-------- ----- Item Number: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? EJ (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) 2 . Dees the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? x a This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl — 3 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 Parcel? 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of X Five Thousand(5,000)Square Feet of Ground Surface? — rj 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? — 6 Will there be Site preparation-on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ❑ One Hundred(100')of Horizontal Distance? 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ❑ X into and/or in the direction of a Town right-of-way? — Will this Project Require the Placement of Material;Removal of Vegetation and/or the Construction of ❑ any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) . 9 Will this Project Require.Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? M X 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: Yes No Does this project,meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Wafer,Grading,Drainage&Erosion Control Plan is NOT Required! — �( ----------- STATE OF NENF CC .........................:.....SS That I. ....... ........(N ..................................being duly sworn,deposes and says that he/she is the applicant for Pennit, (Nam ning Document) And that he/she is the .....................................�/.�!!�.! 1� .............:........................:............ (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner of Owners,and is duly authorized to perform or have perfornied'the said work and to snake and file this application;that all statements contained in this application are true to the best of his knowledge and'belief;and, that the work will be performed in the manner set forth in the application filed herewith.' Sworn to before nnie is, )e__ ................... :..1......... .......'' day of.......�J...:...... ,.................... , / Notary Public: .................... .. . ..........U WAN:G..Cs a�. .. .............. NdM P I ik Stato of Now! k ....a.............................. 98�r�t dk rN (Signature of Applicant) FORM — 06/07 Commission. im , BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted:-'/2 06/0�*Date Reviewed: / 06/0' Applicant: k-e- n.kLuQ e) Owner: Architect/Engineer: mG-4 Estimated Cost: X'56 SCTM# 1000- Subdivision: Zone: A Conforming? Property Address: �" �1 City: 4xxkPre COs? Building Permits (Open/Expired): BP Z/C/o Z-�,Info:i/yJ BP -Z/C/O Z- ,Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- Info: Single &'SepWrate Search Required? Y oXrDetermination: REQ. Lot Size: ACT, Lot Size: 11�9 1�Je Z REQ. Lot Cov. ACT: Lot Cov. REQ. Front ACT. Front REQ Side . ACT. Side 'REQ. Rear PROP.Rear REQ. Height. A Height Project Description: Waterfront? Y or . If yes, water body: Panel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y or J If yes, *Bed#: *Date: _/ /_ *Permit#: Town Septic:,Y or I - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y or be- Date: —/—/ Permit#: or NJ Letter— Notes: Southold Trustees:.Y or,P�Date: / / Permit#: or NJ Lette► —Notes: Southold ZBA: Y or Date: / / Permit th —Notes: Southold Planning: Y or ate: / /_�; Permit#: —Notes: Town Landmark C of A: Y or DTE: _/ /_ *NYS CODE Compliance (page 2): Y or N Notes: s Fee Structure: 'Calculation: Foundation: �v " SF 1. S�J SF)- ( SF) I (03 SF X $ `�� _$ First Floor: s . SF + Initial Fee: $p?D0,pQ Second Floor: SF +Additional Fee .Other:�,e1 SF 2.� $ ( _SF)- ( SF)-- SF X $ 4 Total: SF +Initial Fee: $ + Additional Fee ( ): $ _ TOTAL: $ ?7,V, U " NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:.45 Wind Speed: 120MPH /Selsmicbesign Category:B Weathering: Severe / Trost Depth: 3617 Termite: M-HDecay: S-M Design Temp: I -Ice Shield Underlay:'YES r Flood Hazards: N USE/OCCUPANCY CLASSIFICATION: HEIGHT/FME AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE 6AZ FULL FRAMING DESIGN ELEMENTS READERS: Y/N WALL STUDS: Y/N GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS:Y/N ROOF RATTERS: YIN LUMBER SPECIES AND GRADE: YIN DESIGN LOAD CALCULATIONS /N .LIVE: Y/N DEAD: Y/N SNOW: YIN SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQ RENIENTS: /N EGRESS 5.7 S. .: /N 4. LIGHT 8% N 'NI-ENT 4%: NAILING/CONSTRUCTIO SCHEDULE:/Y� MEANS OF EGRESS: /N PLUMBING RISER DIAGRAM: LOCATION OF FIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN: Y/N CERTIFICATION: /N ENERGY CALCS: Y TOTAL CO NIP LIENCE?'Y/N (RETURN TO PAGE ONE) y V � r - l a T SOUTHOL PROPERTY RECORD CARD �� lQ o o /o o60 .OWNER STREET VILLAGE DIST. SUB. LOT 'Of MER OWNER- N E ACR. y1 -QN1C,� S��.(�l�� S W TYPE BUILDING RE& ,1 SEAS. VL. FARM COMM. CB. MICS. Mkt: Value LAND IMR. TOTAL DATE • REMARKS S 4 3 .i z .. L t-. . 4m, Co idma Co to n na *oy5L ► �n�ci�ou�s AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total DOCK ■■■■■■■■■■■■■M■■■Me■■■e■eee■■ _. ■■■■■■■■■■■■■■MMe■eee ■■■■■■ $ _ ®■■■■e■e■■■■■e■®eee■e■■MEMO■e ANN MEN 0 ■■MM■■■e■■■M■■■Meets■■■e■eee■■ ems . .. . :. Dinette 3 Basement .. �nterior Finish •. . Recreation .o. . .. pF SOUlyolo Town Hall Annex 4 Telephone(631) 765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G • �Q Southold,NY 11971-0959 'Q �ycOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD October 7, 2010 Kevin Romanowski 150 Saltaire Way Mattituck, NY 11952 NOTE: See inspection report from Building Inspector dated 1011/10. TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application of Certificate of Occupancy. (Enclosed) �l Electrical Underwriters Certificate. A fee of $25.00. 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 Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. 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A SCALE: 1/411 _ 11_011 ,�,: �;5 . dl­ i..,,. .., CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. 28'-41/2" -- 8'-41/2" 20'-0" 20, M C H Design Services 3'-2" 5'-21/2" 16'-1" 3'-11" - 2920 Basernent Window www.mchdesionservices.com x • x phone: ' (631)298-2250 m �` •� 00 -�i ',' CRAWL SPACE ( G > 7'-4" I e-mail: I + MASON TO CONFIRM BILLO SIZE michael@mchdesignservices.com 2920 Basement Window n LOCATION PRIOR TO CONSTRUCTION 4 - - -------- --^------ - - - - DUTCH WALL 3'-b"HIGH -CCD ' i v i ■CD . x i x ' v _I (D a 9-1/2"TJI230 001/4"STEEL COLUMN CY L WOOD-I @16"OC I w/3'-6"X3'-6"Xl"'CONC. I .• , i � v FTG.,REINFORCED w/#5 REBAR @ i l"OC e.w. x -- ---- - 8"THICK WALL A " ALTERNATIVE GIRDER -�• P� 5'-6..` A a DO W14X90(NO COLUMN) i V I - — r — . — . a� 1 •— (4)1-3/4X11-7/8 ML GIRDER i• —_ < - ------ - I I � (4)1-3/4Xi1-7/8 ML GIRDER � , O I I '.' 13'-11" i 12'-91h" a------ ------ --------- 4- --6---------------------------------- _ -- -L_��. 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I;•fO& • i �`''/ 0``" -jet it7 i FTC..REINFORCED w/#5 t -----\ %,% :e oE"• 8�i 'I M 4�t REBAR @ 11"OC e.w. --- -----_. �3 . ``-9C .,� X 1 ® ALTERNATIVE GIRDER 13'-11" I 12'-9Y2"- - - - - - - - - - - - --- P� /�+T` ��. 0� �tij(�-X6N .ACQFL-� , 14Ybh 140CUL I"IN I p � � �_ O U') (3)1-3/4Xi1-7/8 ML GIRDER I (3) 1-3/011-7/9 ML GIRDER 4. _ r'l %`, � V OF♦ � N N ' `' STEP DOWN ----------� -1_--_--_-----•.__--_----_- ._� 10' LONG.PIER TOP OF FOUNDATION j O W/2'X2'Xl'CONC.FTC.--:sr.- - HEIGHT DIFFERENCE @ 3'-0"BELOW GRADE I I (3)2X10 MAC GIRDER VERIFY HEIGHTS w/ ACCESS OPENING " __ I G.C.PRIOR TO TO BE VERIFIED IN 10'-7 3 4 10 -2 3 4' I Q FIELD w/OWNERS 9-1/ WOOL 2"TJI230 @16"OC+ �� /� coNsrRucTloN , I j�•I #5 REBAR @ 12"OL �v ��Q'P`Q 2 @16COC J V J AND AT FOOTING •�y\� [� w #5 REBAR @ 12"OC LEDGER BOARD TO BE FASTENDED F--I F-'•1 V AND AT FOOTING TO BUILDING WITH TIMBERLOK® SELF-COUNTERSINKING SCREWS BY OLYMPIC MANUFACTURING w (2 SCREWS @ 32"O.G.) w •� a 0 oLn �. Z o � EXISTING Cs. o EXISTING 1). 10"THICK POURED CONCREII'E FOUNDATION,3000 psi.HEIGHT AT 9'-0". 6).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES EXTERIOR OF FOUNDATIONS;ARE TO BE DAMPPROOFED AS PER SECTION R406 ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR pp OF N.Y.S.RESIDENTIAL CODEWITH A BITUMINOUS COATING. FIBERGLASS SILL GASKET. DRAWN BY. MH 2).NEW FOUNDATION HEIGHT TO BE ADJUSTED IN FIELD FOR FINISHED FLOOR HEIGHTS TO BE FLUSH. 7).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A 3).FOUNDATION TO HAVE 24"X112"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS MINIMUM 8"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO July 05, 2009 TO HAVE 3-#5 CONTINUOU!S RE-BAR.ALL FOOTINGS TO REST ON BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. UNDISTURBED SOIL(MINIMWM 3000#CAPACITY). 9). UP FLOOR JISTS UNDER FOUNDATION PLAN- 4).VERIFY WITH OWNER IF BASiEMENT SLAB IS TO HAVE RADIANT HEAT AND BOLOCKING UBLE AT r-O"OOC AND MIDSPAN.ALLEL WALLS ABOVE.PROVIDE SCALE: 1/4" = V-0" . �1 CERAMIC PRIOR TO POURING SLAB. ;a - A v ^ SCALE. 1/411 = 1�-OI 9).PROVIDE 1 COMBINATION SMOKE B Co DETECTOR PER CODE. 5).FOUNDATION SLAB TO BE 4"'THICK,3000psi CONCRETE ON COMPACTED FILL. ''� w i j INSTALL 1/2' EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 10).ACCESS LOCATION TO EXISTING BASEMENT TO BE VERIFIED WITH OWNERS. WALLS.COLUMNS MUST ALSiO BE BLOCKED OUT AND ISOLATED FROM THE 0�+ REST OF THE SLAB.THE BLO)CK-OUTS AT COLUMN BASES SHOULD BE SQUARE SHEET NO: PROJECT NORTH AND POSITIONED SO THAT TFHE POINTS OF THE SQUARE MEET THE CONTROL JOINTS.CONTROL JOINTS SHHOULD BE NO LESS THAN ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH.MAXIMUM JOINTT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. i� 28'-41/2" M C H Design Services 8'-41/2" 20'-0" 3'-2" 5'-21/z" 3'-101/4" 6'-13/4" 6 -1 3*-3'-11" •TOP OF CHORD TO MATCH www.mchdesignservices.COm TOP OF WINDOWS 1 ! T AFFW604 AW251 WA24310 '� i Y_r -- '^� phone: (631)298-2250 TEMPERED MPERED w/VINYL RAPPED - JAMBS I S.S.H R. I 1 __-�-_=__— _ !_-- _1—__ r t e-mail: 1 ' - — i --------r-'------i C., s I I michael@mchdesignservices.com (0 3� " T-21h" '-0" SEAT ' 6'-5" \ i 1 M F WA24310 iv SHWR. Lo ' 1 1 BILCO G-DOIOR w 12" LF. 1 , r � - •� }; ,_ i j -7 i �_ it I :- -, 1 ._. -,\ �\ o NICHE i I -- ---- i : - 1 , 1 =I-I L j I I I M to C� J ' _--`--------i .� JC - CIS N_ MASTER BAT N E I WIG � .�_ _._..--- -- -� -- WIG _- - i_ r LINEN O 1 < I - -6 1 .2 ----i 10'-10" i.. O r J I •, 0 , PATIO ON GRADE_- 3 ---------------------------, ------------------------, rN 1 1 I W I ' 13'-9" ' '1° 12'-7N/z" ' N 6,_0" I 4`-0" 1, _ ---i i --- ----- � 1 I IDS I i I � j , I I I N --- -----'---_ ------ o -' - - I . \ l0 f 1 IC]I 1 S ¢i�- T _...r r 3 0�3 .- O f o MASTER BEDROOM ;�; SITTING AREA E �, o l= - I ICI 00 ! T ,.� N u:3 TRAY CEILING 1 Ir_I TRAY CEILING 1 v 040 I i I I ' 9'AFF ' 'ti' 9'AFF ' �,I-• ( !---� --- J I �----�- --- -j ! 1.--- + ----'_---- O�N - DIA. 1 1 4 LANDING - w_ ' COLUMN: i , _ ,. ' --------- I 00 8'AFF ' 1 8'AFF ( �•'- I - � - ' � --- ---� _. r �" Y'--j � �-- 1 , LO 10 FLAT CEIL G ,I j N - CKING DECK PLANTERS ABOVE DE TO BE v EXISTING DECK _ M L. DR. ", TO BE REMOVED 4 7' 5'-0" 3' 7 14-0 N , 2)9-1/2M BARREL; ; r_ v 12 -11/2 10-11 HEADER 9'--7" CEILING 11 ;n j ri 1 45-C235-20 r tD -------- .rT OFFICE 1 I _0 I -- E CEILING JOISTS TO BE REMOVED ; ----T - (FORMER BEDRodk) �t RE-USE EX.CJ FOR FALSE CATHEDRAL ----- �i --.-- 4 (SEE INTERIOR ELEVATIONS) I 2 M l \) i '� -- — -- - -1 i 1� -,LOPED __ v -- --- --- ---- ---- _3 $ - EX.FP/BBQ CHIMNEY 0 1 1 "EILII'G ' OPENING ARCH 0 TO BE REMOVED _____ • ' a--_.._--.___________________ __ ---" -_-__- \f` TRAY CEILING 1-- I o o rr- �� TTCH BARREL LG. EX. BEDROOM No. 2 --- - EX.CE ING JOISTS TO BE REMOVED 1 --`z BUI D UP HEIGHT TO BE 9'AFF --- - r LNDRY. RM. i ! EX.CEILING JOISTS Q i I i (FORMER 1/2 BATH) O TO BE REMOVED EX. KITCHEN O 5 -11/2 0 a (ALTERED) u I i 11 - 1 5-7 zL 6„ '�' i EX. DINING o '2 - ---- -- Ln 60 I N__ o o (ALTERED) is C' 1 ° z �--I 3._0 - L U+ ------ 0o fV i I ' " O n oo Hl1�f-91/2 s ,`J/ I �kEL PI ;� '-7" 5'-81/2" 14' 81/2" N 2'-0" EX. BATH No. Z r 1 -2 --- F LSE HEADFR TO COLLAR?Tl-S _, UTILITY SINK -- 0 ------ ---- r (V.I.F.) °° LJ DN 2' j 19"DIA. I _ 0 1 2'C 1" o N in I X. B TH No. 1 CLOSE : M i TORAGZ SHELVES/BLT.INol i to EX. LIVING ROOM < ' ;I N (ALTERED) i WET EX. GARAGE BENCH w/ m - ; ' 6'-71/z' 4'-4" BAR `i ( \ CUBBIES 10 . �1 I 2'-91/2" '-6" 13'-0" 10'-111/2" o _ � �) I --------------------------- E Y EX.CEILING JOISTS 1 1 1 TO BE REMOVED \ 1 SI I I EX. BEDROOM No. 1 I 1 1 1 1 I I I I 1 I I 1 I I 1 EX. COVERED STOOP 1 I 1 I I 1 1 I 1 DRAWN BY: MH 1).PLATE HEIGHT AT 8'-0"TCO MATCH EXISTING. 9).INSULATE ALL NEW EXTERIOR AND INTERIOR WALLS.2X6 WALLS EXISTING HOUSE: 1667.2 SQ.FT. AT R19 AND 2X4 WALLS AT R13. July OS� ZOOS PROPOSED ADDITION:939.7 SO.FT. 2).EXTERIOR WALLS TO BE[FRAMED WITH 2X4 DF*2 STUDS AT 16"O.C.. TOTAL LIVING SPACE:2505.9 SO.FT. 9).INSULATE CEILINGS WITH R30 INSULATION.CATHEDRAL CEILINGS 3).EXTERIOR SHEATHING TO)BE 1/2"THICK FIR CDX PLYWOOD. TO HAVE 1"AIR SPACE BETWEEN SHEATHING AND R21 INSULATION. p i i 4).SEE FLOOR PLAN FOR WALLLS TO BE REMOVED 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. WALL LEGEND SCALE: 1/4" = V-01' FLOOR PLAN BATHROOM AND LAUNDRY ROOM TO HAVE MOISTURE-RESISTANT 5).PROVIDE 2-2X9 DF*2 HEEADERS OVER ALL OPENINGS UNLESS SHEETROCK ON WALLS AND CEILING. r ry_- _- WALL TO BE REMOVED OTHERWISE NOTED.ALL(OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS i " i I ' ON EACH SIDE OF OPENINGG.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 11).PROVIDE DRAIN PAN UNDER WASHER. SCALE: 1/4 = 1 "O MICROLAM HEADERS. r-� f I ING WVAL ° Ytl' 12).ALL NEW VANITIES AND COUNTER HEIGHTS SHALL BE 36"AFF.KITCHEN :�' " ' M. `. °f;. e.- s SHEET NO: E 6).ALL NEW EXTERIOR OPENIINGS TO HAVE DESIGN-PRESSURE UPGRADES ISLAND AND BAR COUNTER TO BE 42"AFF. WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH N S PROJECT NORTH FASTENING HARDWARE UMLLESS OPENINGS HAVE IMPACT GLAZING. 13).PROVIDE(REPLACE EXISTING ALSO)COMBINATION SMOKE E Co DETECTORS(BY KIDDE).DETECTORS ARE TO BE HARD-WIRED,INSTALL W 7).VERIFY FLOORING AND R/ADIANT HEATING WITH OWNERS. PER CODE,WITH BATTERY BACK UP. I I 1 I ; :. r. - �, d ? M C I. Design Services 1'OVERHANG ,, ----- ---- --- ---- ---------- ---- 0--- ------ --�----------- ---- --- -- -- -- ---- - - -- --- -- o ------ -- -- -- ------- --: , -f_ - .- T i I , , www,mchdesionservices.com I , I I , I J # I Z I � I , phone: N I , 1 1 I , "I i I I , : ' , 5 (631)298-2250 I l , I , , e-mail: 1'OVERHANG ; ; j I i ' mlChael@mchdesignservices.Com - --" - -- 1 I "-------'---- s 11 I I : I I I ' `__-' ' V ' ' �_2X�P# I , , , 11 , I , " I ; '. r (MATCH HOUSE) ' I i t I I 1 1 ` I 1 1 ! I i I I , I '--__-'' I � I , , I------------- ' , `--- 1 --- ' I � , ' I I W , I ' I I I i t 2 I I 1 ' . 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I _ -�-•• �t`°�+T%++w:Y""'_`^`ram_-i--*r-_.-�%.r--<.,-:..:..+-'-s- - ..-w.-a.- ' k L _ _ _ _ - _mot ..__ _ G --R r — ---� -- _ - �Y i _ I' ' t' M �'."J-'--_Ft, _ -"-f '—'' r.:'i4.4...�..--4-.e--_I i- -{.' _ <t �...wiis.—. :.1,�-�- _ ;'R.t, - ...- ._ - -- { _ _{ ;1- z... .. >' . ' , M ,.:. - , .• :i. , ^.: . ..., ,, ... r - - - ._; ` -�4 1-=Y : _ Tom. 1 �` I :::tea , ' ,- .., r..—r{... '1. .1.x r .--Jr ., F. .i. - 1 _ ,r . - ,I - . M. _-""- _ ,,jam __- 1 ` L. ; , _r_ , _ - - �L..- _ I —i—�- —° a. a,,3 k _ ,, 1, _.. ._..•-:t+�....,ri +r..,yd:: -"-- f,_,. -_• ,1. ��-2 4_ 1".-.-. a.- -.:'- ', --._ .{ '->T'�°ni'.�^.-'•-'--r e••�. ,� � 1, .-... E -a N -��-r----nd''• . ! t. ..1- y -- _ ? .-- - y.a�� ,n rw- -n11 ._.r..�'.,-.�b .�__,_Ja.r. .:fan-�ri� 1 ..5. ^ ♦.`�nsI a...- r(, S_.'._-".- 1' :..-+_t.`*^s. . :i_ .e-F-', ., •,`` 1).INSTALL 2X6 DF#2 COLLAR TIES AT 4B"O.C.. T).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. . USE GALVANIZED(ZINC COATED)ROOFING NAILS, 11 -12 GAUGE WITH AT DRAWN BY: MH . 2).APPLY 1/2"THICK FIR CDC SHEATHING OVER ROOF FRAME. LEAST 3/8"'DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. ROOF PLAN USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND CUTTING INTO SHINGLE SURFACE. i i DIRECTLY TO THE DECK ALONG EAVES. SCALE: 1/4" = P-O� 4).USE 15#FELT UNDERLAYMIENT WITH ASPHALT ROOFING. � NECESSARY.SHINGLES TO MATCH EXISTING.PATCH AND REPAIR EXISTING A5 July OS/ 2009 E 5).ICE t WATER BARRIER TO IBE USED IN ALL VALLIES AND INTERSECTIONS 9).ALL EXISTING AND NEW WASTE PIPES,EXPOSED OUTSIDE TO BE FLASHED AND SCALE: 1/4" = V-0" WITH ROOF AND SIDE WALLS(TYPICAL). PAINTED GRAY OR AS SPECIFIED BY OWNERS. N S PROJECT NORTH 6).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING 10).INSTALL RIDGE AND SOFFIT VENTS AS REQUIRED. ,,I "t a;c ,`;"; MUST BE DRY AND CLEAN!PRIOR TO INSTALLING UNDERLAYMENT. .�. ., , ' I UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE ,. `l - !, t F_< 1,, f..,, W ,;# � � : .� SHEET N0: WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS 11 ,,' 11 f r tl .4;1 y1,. COMPLETE. - M j 411'. r I1'! • a , h , ` h �.' `; a 4.`.',, '.roJ.. _', .. ' ..," - • M C H Design Services 4" �r www.mchdesignservices.com ' I phone: ® Q• / Q• / Q• _1 4" O• ® / • / �• :14" (631)298-2250 1 e-mail: ll I I I michael@mchdesignservices.com RIDGE VENT -ASPHALT ROOFING I I 15#FELT UNDERLAYMENT 1/2"CDX SHEATHING OC ML I GE 12 I KR@1 �b 2X6 HANGER I ( #10 STAINLESS STEEL I I I l L2,u 1 -1 1 OR GALVANIZED • I 1 I �I ® HEA ER -- 2X8 DF#2 CJ @16"OCWOOD _- \ ® WASHERS @ SCREWS O.C. I ' \ ' rIni1 2X8 RIDGE ---- ----- I ` II I 11 I I I —_ _— - TRAY CEILING TRAY LEILING I I I I I I REVERSE GABLE AT I I _ 3 —U B.R.SITTING AREA ( II I ( I I I I I 12"O.C. F 3—0 _ 12" I I I I H 2X6 RR (ML DROPPED HDR. 1313 1 I 1 ) I ) • z < _ 0 --� 0 1 S"DECO I I ` �1 f I I I I CO alo °i COLUMN RAILING 1/2"APA RATED SHEATHING I I / I X SIDING TO MATCH _- _ GRADE PLYWOOD l w EXISTING(VERIFY) PER OWNERS 1 1 1 1 (ALTERNATMVE:7/16"O.S.B.) I 1/2"SHEATHING o 1 ' I / ( • I / ( I / ( O 2X4 STUDWALL @16"OC M o / I 1/2"APA RATED SHEATHING 3/4"SUBFLOOR OVER • I ( I i I O I I I ' GRADE PLYWOOD 9-1/2"TJI230 WOOD-I C�16"oc OR EQUAL) ERTECH (ALTERNATIVIVE:7/16"O.S.B.) .__ _— J 2X8 ACQ DJ @16"O all I ( I ( l (4)1-3/4X11-7/9 ML GIRDER .. 1 I I I (2)2X6 ACQ LL PLATE p / / / CO I O LOP RFO M TERMITE F.G.SILL SEAL %//' / f� �%/' 1 ///! �`/ / / t (3)2XIOGIRDERCQ N + #10 STAINLESS STEEL OR GALVANIZED ( 1 =r WOOD SCREWS W/ WASHES @ 12"O.C. ' �1 =a n' i,, �a / // .! / i/ J� i /i / / r/ //// ,`e 10"DIA. I ." o r I l / WINDOW SILL o / ` /'4XSTEEL j j / / ii / /` %/ e' CONC.PIER I' ' \I 10"PC FOUNDATION I j COLUMN / /' j t 2� 40 N SLAB/ 1' I DAMPPROOF EXT. e 44 4.r LONG.SLAB Rv t' I All 3'-6"X3'-6"XI'CONCRETE FTG. 24"X10"CONC.FTG. U REINFORCED w/#5 REBAR @ 11"oc ew 2X4 KEYWAL .�. 3 #5 REBAR SECTION A-A - SCALE: 1/4" = V-011 �i W 1 I I I I cc s f � l f � On , n o cl IILn 12"0C til ti � � til p � I I I 3/4"APA PLYWOOD SHEATHING ®I I �\` �,® I ( ll / • ® I I �1\� ® I �\ { ,® 3'O ROOF VENT 3'O ROOF VENT 0 I I 3 3 1 114 1 114 1 114 Xi ! 1 1/2 1 114 1 1/4 1 114 11146 1 1/4 I I I i W.C. LAV, LAV. SINK SINK SINK 13. 2X4 DF#2 I I / I lI I I l/ I lI I I OR ATH OR ATH D.W. W M• F.A.I. STUDS I I ( ( I l 1 1/2 t 1/z 3 11/4 C.O. 2 11n c.O. ® / I I • I ( \• ® / ( 1• ' I • C.O. 1 1/a 2 2 3 ( I 3 I #10 STAINLESS STEEL OR GALVANIZED ( ( ( l ( ( WOOD SCREWS W/ WASHES @ 12"O.C. a f I ® • ® • a•c.l.�----�TO APROVED HOUSE MULTIPLE PLYWOOD ASSEMBLIES SLOPE" 1/4"PER FOOT PITCH TO DRAIN TRAP SEPTIC SYSTEM 2-2X4 DF#2 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/WASHES AND NUTS@2'-0'O.C. PLUMBING SCHEMATIC WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL N.T.S. AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) DRAWN BY: MH WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" July 05, 2009 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL SCALE: 1/4" - V-011 CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. : ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. SHEET N(J. c ' y. S 16059'30" E 100.00 NYS ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION,IF APPLICABLE,MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH WOOED TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS.1).INSULATE HEADER UNCONDITIONED BASEMENTS: RES C{� Version ' s� I l er ck Software Y ers I{i n 4.2.2 _ 2) SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1).INSULATE THE FLOOR ABOVE THE BASEMENT.REFER TO PLANS FOR REQUIRED R-VALUE. 3).SEAL BETWEEN WNDOW/D(OOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2).INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. fi cate BEAD OF L -EXPANSION PROPERTY: 20 , 000 SQ . FT. ALONE IS NOT ADEQUATE.FOAM,OR FOAM BACKER ROD AND CAULK.FIBERGLASS 4►.SNESULATE HEATING PIPES AL DUCTS N BASEMENT.NTANO AIR DUCTS N THE BASEMENT. Compliance Certi t , 5).SEAL AIR LEAKS N THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, M H0VSE• 0 • ■qS T• WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS,AND WEATHER STRIPPING ON THE H'u■ • 1).CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2).DO NOT USE HIGH-EXPANSAON FOAM.IT MAY CAUSE BOWING OW OPENING FRAME 294. 4 AND VOID THE WARRANTY. FRAMING: Design Services DECK: SO . FT. PLUMBING AND ELECTRICAL: sfaLNG BAND JOISTS DURING CONSTRUCTION: 1).CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. SEALING PENETRATIONS: 2)•APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. Ewrffr CwE: 2W New York Energy Conservation 14% ALL PENETRATIONS THROUGH TT HE NSULATED ENVELOPE OF THE BUILDING MUST 3)•CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING N PLACE. Const`,TUCtion Code L0T C0VERAGE• BE SEALED. 4).CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. � SuffollkDetach County Hew York RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): ��- De�ctbed I or 2 Fa�nl!y Www.mchdesignservices.com RECESSED LIGHTS N INSULATED CEILINGS MUST BE RATED FOR INSULATION 1).INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS,ALONG Herr Type_ Non-Elm CONTACT("IC"RATED),AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER,AND FLUSH WITH SILL PLATE. G,=Fpg Am pnp p: 22% phone: INCLUDE GASKETS ON THE TRIIM RINGS OR OTHER COMPONENTS THAT MAY BE 2).CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. Herng Die DaM 5730 (631)298-2250 SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS STANDARD OF 2.0 CFM,(ASTM E 293).UNITS WITH A LABEL THAT REFERENCES THIS 1ST.FLOOR DECK: ASTM STANDARD,MEC OR ECCCINYS MAY BE ACCEPTED.THIS REQUIREMENT CAN ALSO 1).FULL INSULATE SOST CAVITIES. Construction Sle_ OwnerfAgnayt 1)5,;7 e-mail: BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2).INSULATION TO BE SUPPORTED WITH WIRE RODS. SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: 15a SA+ID'11f,��.a- michael@mchdeSignservices.com IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER 15rJ.aALTAII WAY O FIRED HOT WATER TANKS,NEAT TRAPS(IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL S THINNER THAN WALL CAVITY. MATTTTUK NY MUST BE INSTALLED ON BOTH'THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: HEAT LOSS.GENERALLY,ON P M INSULATION S SUFFICIENT FOR PIPES LESS THAN 1" 1).PROVIDE HORIZONTAL 3).PROVIDE CAVI A NAILER TI THE TOOT THE BOTTOM HORIZONTAL NEEDED L BLOCKING. D TRIM. , �u1 � 'yv-- YN- - y' 75 �I IN DIAMETER.CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2).FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. Cp ance:1.13%(setter 7ben Code Mallf*rt1l�i UA`'i56 YOU!UA 3 • N TUB/SHOWER UNITS ON EXTERIOR WALLS: 4).TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. PROVIDE ADEQUATE AIR BARRIIER BEFORE INSTALLING THE UNIT.THIS INCLUDES _ WALL: p�..INSULATION AND VAPOR RETARDER AS WELL. SEAL ALLS EDGES TO MAKE AIR RBARRIER CONTINUOUS. d� 7 r y t HEATING,VENTILATION AND AIR-CONDITIONING(HVAC) EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: 1).SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. .. HEAT LOSS CALCULATIONS AND)SYSTEM SIZING: 2).SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. Fibi7T 1_An-1Vaod.Jbist�7 n165 C+veT Ut candL'Ored.'pace �9 3SI.D O.D 28 HEAT LOSS CALCULATIONS MUST BE DONE N ACCORDANCE TO ECCCNYS 503.3.1. 3).SEAL SUBFLOOR JOISTS WITH ADHESIVE, 1VW 1:WaOd Frar.e.Wax. 708 13.0 0.0 45 HVAC SYSTEM EFFICIENCIES: 4).SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING.THE THE MINIMUM EFFICIENCY REQUUIREMENTS FOR HVAC SYSTEMS ARE GIVEN N BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. '1 Jhf =is Wool FT3rneMoutte Pam u1%WALE 55 0.320 i6 ECCCNYS 503.2.NOTE THAT CODDE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL Wlrt m 2:Wood FFar.LeMmbre Mn e i IM LA'YwE 50 0.300 is MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: 1).IF LIVING SPACE ABOVE,SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE %'11"dow 3:Mcd FtamellaDdfe Pane WIM Uw-E 12 0.330 4 HVAC CONTROLS: CEILING WITH ADHESIVE. CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5.TEMPERATURE 2)•SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM Door is Gias5 40 13.350 14 CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. CLel7 is Flat(� pF � 83} .�O,D O.D 29 (FOR HEATING)AND/OR 95 DEGREES(FOR COOLING).THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. � HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE(OF AT 4).PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY LEAST 5 DEGREES)WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. SUSPENDED OR REDUCED.SIMILARLY,HUMIDSTATS MUST HAVE THE CAPACITY TO 17w prapmed txWIng TepreWIM in 11165 duc rwd 15 Lons%b?nt UM the NUN prmis,,sped IaI}ons,and atier C2'etR3lOn5 abrilled PREVENT ENERGY CONSUMPTION(SUSPEND OPERATION)BETWEEN 30 AND 60%RELATIVE DROPPED SOFFIT ON INTERIOR WALL: wM Vis perms ap rlcrmm The Fr8 we3 5}'S'-Or s twe been designed to meet GTE 2007 New Yad Dery yCmisemtan Cansh dVn HUMIDITY.HEAT PUMPS THAT:NCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD,DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING,CAULK AT TEMPERATURE. TOP PLATES. CDOE teprerneF:iB.vnm a neg-steiw DIES{p nvre 1aml h35 summed ana grreJ'fhi5 W,ti are dife51ing that t0 the bes!of I1 Ater ALL MECHANICAL VENTILATION!SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN INTERIOR SOFFIT ON EXTERIOR WALL: t"A1edge,bWII_T,and P P'1 juug'neaL sum prarz at Speff.= One are ti l ame wim rir5 Cade! N IS NOT REQUIREfD.WHEN THE SYSTEM IS SHUT DOWN,AUTOMATIC OR 1).SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 2),HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE DUCTS AND PIPES: FRAMING NTERIOR SOFFITS OR UTILITY CHASES. DUCT AND PIPE INSULATION IS;REQUIRED FOR ALL HVAC DUCTWORK AND PIPES N 3).SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. IN37te-Mtn ss�gmftre Date UNCONDITIONED SPACES,AS INDDICATED N ECCCNYS 503.3.3.FLEX DUCT MUST HAVE R-VALUE LABELS ON THE OUTSIDE JACKET(ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF: DUCTS AND PIPES IN UNCONDITIONED ATTICS,GARAGES,BASEMENTS AND CRAWLSPACES 1).SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO MUST BE INSULATED.WHENEVER POSSIBLE,MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE. 2)•S RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. IF HEATING DUCTS ARE INSTALLED N OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION, R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3).PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR WALL PLATE r DUCT SEALING: IS DUCT SEALING REQUIRED OIN ALL LOW-PRESSURE DUCTWORK(ECCCNYS 503.3.4).ALL INSULATION: 20. 1 293 PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE FULL LOFT: SEALED.ALL CONNECTIONS AND SEAMS(EXCEPT LONGITUDINAL JOINTS THAT LOCK) FULL SHOULD BE FLUFFED TO ITS FULL THICKNESS,NOT COMPRESSED,AND MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED N MASTIC. O' r TAPES MEETING UL 191A MAY BE USED FOR RIGID FIBER DUCTS.TAPES MEETING NOT ROUNDED OR SCALLOPED AT EDGES. o• _ UL 191B MAY BE USED FOR FUFX DUCTS.DUCT TAPE S NOT ALLOWED FOR DUCT SEALING. FILL THE CAVITY: * INSULATION SHOULD BE SNUG N CONTACT WITH ALL WALL STUDS,PLATES,SHEATHING • WRITTEN MATERIALS: AND DRYWALL.N CEILING AND FLOORS,IT SHOULD BE IN CONTACT WITH THE DRYWALL WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT OR SUBFLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102.3).A LABEL REFERENCE CUT AROUND OBSTACLES: PROPOSED `� TO SUCH MATERIAL S ALSO AC CEPTABLE. INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES;CUT AROUND r , PATIO 0 N GRADE O REDUCED MOISTURE: ELECTRICAL BOXES,LARGER PIPES AND OTHER OBSTACLES;AND SPLIT OVER CROSS O W O 1 STY F R• 1 •✓ EVERY BATHROOM S TO HAVE',A FAN THAT EXHAUSTS E OUTDOORS.G.C.TO RUNS AS THAT BRIDGING IN FLOORS.NEVER STUFF INSULATION TO GET 1T TO FIT. O THE FAN ACTUALLY KITCHEN WORKS;E W RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS IA SHORT DOCUMENTATION OF R-VALUES: r •� AS POSSIBLE.KITCHEN RANGE(HOODS SHOULD BE EXHAUSTED TO OUTDOORS.ESPECIALLY �� v N � IF THERE IS A GAS RANGE. FACED OR UNFALED FIBERGLASS BAITS.AND RIGID FOAM INSULATION MUST 8E O ADDITION O t INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. • / ' O VENTILATION: O (0.O O MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ACCESS OPENINGS: THE REQUIREMENTS CONTAINED N NYS CODES FOR DETERMINING MECHANICAL ATTIC HATCHES,SCUTTLES,PULLDOWN STAIRS,etc.MUST BE INSULATED TO THE N VENTILATION RATES. SAME R-VALUE AS THE SURROUNDING AREA. �•r N 1 .31 KITCHEN EXHAUST FANS SHALL.HAVE A MINIMUM VENTILATION RATE OF 100 CFM O INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE CATHEDRAL CEILINGS: R date:MOW W A MINIMUM VENTILATION RATE OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. 1).PROVIDE 1"CHANNEL FOR AIR FLOW ABOVE INSULATION,UNDER ROOF SHEATHING. 3 2).PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. Data 111anw-w C:4PF 7zT FffWCheMFmsche rRouKvm rma.tl* Par i C f i o o C-Ni DECK o 1q.7' o STORM WATER MANAGEMENT DETAILS N.T.S. 1'4 V Z .':�/,/'/ / /%i 'j/// /,/ • / j / �iiff'// /:/ ///i//%/`/`�r''/r` ' /,fj /// / //i Q � ("ter %EXISTING 1 STY. % FRAMED HOUSE 0 //Z / i!/j% %, /j! / /, ! , /�•,t J, //,/ �j/%ii f,�jj f, /Ji, l;/i !/,/ / !; ! /i , . z 11.1r) 00 DRY WELLS: NEW ROOF AREA: 1316 SQ. FT. 19.7 CSC @100% WATER RUNOFF: 219.8 CU. FT. Q O PROVIDE: W (1) 8' DIA X 6' DEEP DRYWELL DRY WELLS TO BE 10' MIN. AWAY FROM HOUSE DRYWELL CAPACITY: 253.5 CU. FT. ' Oo v ° oe ° GENERAL: DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICiAL FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL FINALLY,A DRY WELL SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL ^^• THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH L,J WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY . A DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. \1I CONSTRUCTION: FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL- PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION,ALL EXCAVATION SHOULD BE PERFORMED WITH THE LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CIDGGING BY SEDIMENT, DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION DRAWN BY■ M H SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS OGEE GUTTER-STANDARD 5" DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON NOTES: OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT July 0�' 2009 AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, 1).EXECUTION: USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. 2).PREPARATION: ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTiIRE FOR SCALE: (SEE PLAN) AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 9•#' DRAINAGE AREA STABILIZED. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREAS METALS WITH PROTECTIVE BACKING PAINT. STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND 3.INSTALLATION: 'Yr�/vy� W SEDIMENT AWAY FROM THE DRY WELL THESE DIVERSION MEASURES SHOULD NOT A).PERFORM WORK IN ACCORDANCE WITH CJA HANDBOOK AND THE DRAWINGS. + N ! �J H E E T N O■ N16 O V 1 r O" .` 1 O O.O O, BE REMOVED CONSTRUCTION ALL NSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA 1).GUTTER TO BE PITCHED TOWARDS(FADER 1"TO 2"FOR EVERY 40'OF RUN. c IS COMPLETED AND THE DRAINAGE AREA STABILIZED, 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. :t�- " STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND p,., COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. ACCESSORIES. B).AWMNUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT 1 PRETREATMENT: E` ' CONNECTORS. SITE PLAN WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEALFU NCIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF CONNECTION WATERTIGHT. n, ";:1, ��•r. „/, RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND EORGANIC E AFORE,ROOF GUTTER GUARDS 4)UARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. .PROTECTION: THEREFORE, 4-a•;'r1t SCALE. 1" - 1 Ot-Ot CLEAN-OUTS)IN CONDUITS TO A DRY WELT.SHOULD BE INCLUDED WHEREVER B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL A WAYPRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES COMPLETION. ATHAT CAN ENTER THE DRY WELL IKE= I � I M C H Design Services www.mchdesionservices.com 1 phone: (631)298-2250 • � e-mail: 1;l michael@mchdes • ; -. --: j�x '�- �; ` i _ __ ignservicescom it � i� ?! !f I i� �!! � II i !1 � � I �; � i� I�E :! !� �i ! 1�E � Il I' I ,li�l�l � (,���ii �! �� ! ��� ���• �I =If�il+� ��� Iftl • 1 1 1 - - 1 ® ® JL I' I� If • � ; it 1 i f� Tfl `E'- f 1 Ffl ffI 1ti{ y i i; Ifll � Ili I1! II ill ��� 1 1,��II;1� � �� �II � ;I. ;, ! i.�l, • I�I ! I Ill�lll!slllllil'I i 1 MASTER BEDROOM INTERIOR ELEVATIONS Qw -- U • � A w � ------------------------------ ❑❑ W cry a1111 ®® ® ® cn i O BEDROOM No . 2 INTERIOR ELEVATIONS KITCHEN / LIVING ROOM P4 INTERIOR ELEVATION (WITH COLLAR TIES) ® ® iill� Ay) oo DRAWN BY. MH LLU— LID I July 05, 2009 prffTEin Lj LF Hog LIVING ROOM INTERIOR ELEVATIONS SCALE: NTS ` SHEET NO: II � I 1121 JOIST DETAILS Plate nail - 16d (3-1/2") all at I&" Plate nail�- Ibd (3-1/2 J _ „ 2x stud box at 12 on-center ALLOWABLE HOLES TJI Joists box at 16 on-center, n-center INTERMEDIATE BEARING _ Floor panel nail - Sd Load bears or shear wall NO LOAD BEARING WALL ABOVE leer panel nail - 8d 12-1-2") /%% 2-I/2") common at 6" fieldIn MI/z"hole may be NOT H common at 6" On-center, on-center above (must stack over wall Web stiffeners Aele see Table Table A Tg®ele 8d le �,o�,,,'_ere In below) " or 1-1/4" -I/4" True BlockT required each side Blocking panels Load from B side hatched zors cut or notch flange. ng at IB3W above g Design Services Blockin Trus Joist Joist rim anel may be required with panel g rim board, board 2'x4 minimum shear walls above or a 6' Squash below-see detail B1 1-1/ LI 2 x q of L2 2 x L2 D2 oe nail - lod (3") „ Oe nail - lod (3") blocks . 6 minimum mtnrnan 6 6" (applies to all box at 6" 2 box at b" holes except min, knockouts) Do nor cut tWm iarperthan www.mchdesicinservices.com on-center, on-center n 1-112'In cnnlev� Remove tongue and groove e B1W I/16-t Table A-End Support DO NOT phone: from floor panel edges cut holes In cantilever r p g Boundary natltn Mi imum distance from edge of hole to inside face of nearest end support relrrforcement (631)298-2250 supported by i" a-Rim to - 8d (2-1/2") Web stiffeners 2x4 min mum stall proper blocking cash DEPTH rJi ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE TJI rim ensure quality nailing common at 4" re tired each e-mail. `Conventional COnsfruCtion code minimum for to support all panel q blocks 2- 3- 4- 6-in' 81n „- ,3- 2• 3" 16':ge 1 8-1n 11' 13" Dist on-center edges side at B1W and „6 r0" r 6• r-0" s-0 r-0" r 6• '6 michael@mchdesignservices.com ap"ecifications. e with A3 only.See Trus Joist Framer's g B2W Use 2x4 minimum squash,42 Must have 1-3/4"minimum ,G13 Ag l ocket Guide forA3.1 A3.3 installation See Trus Joist Framer's Pocket Guide for B2 B3 G$ blocks to transfer load210 t'o" I'6" 2'0" 5-0 l'o" row -0 230 I " 2-0 2'6" 5'� r-0" r-0' '-0joist bearing at ends additional Installation specifications. around TJI Joist 3oa l'b" z'-0• 3'-0 6-0 i'6" 2'6• '6110 I'-0• '-0 'len�,}h of 210 r-0" r0• r-0° r-6• W-6 i'-0" r '-0 6'�'"may Nail True Joist rim 11-Ire" 23o I'-0" I'-0' I'-0" 3'-O 6'-0 I'-0" I'-0' '-6 T-OTJI Joist 8" diameter maximum hole Attach reinforcement 3eo r-0° ro• 6" 4'6 To r-0° ro• ' T' "4'-0" le th of " reinforcement and for 11-1/8" - 16" des board n blocking 560 r-o" r-0• r 6• V-0 e'-0, r " r-0" •-0° s'.o' length 8 diameter maximum hole with connections to Joist with one 8d 110 r-0" r-0• r-0" 1'-0' 2'-6" V-0' .-0" r-0• r-0" 3•b' 6'-0 0'-0 3/4° for II-�/8" - 16" des filler block, Use blocking panels: 6" equivalent to (2-1/2") common nail at Nail through 2x_, wood backer 210 1'-O" 1'-0• I'-0" 1'-0• V-0' 6,-0' I'-0" 1,-0" 1,-0" 4,-0 b'�' e,-6 Web Stiffeners a" diaameter maximum hole p „ reinforcement blOCkin anels: 6 4-0 lea th with diameter maximum for 14' 230 r-o" 1,-0' 1'-O" t-6• V-6" 6'-6 I'-0" 1'-0" I'-0" 4'-0 T-0 %'-O required each form 11-'t/S" - 20" deep g p „ g „ �� deckfn Wat orner and side at E1W on one aide at diameter maximum for S-1/2 and 11-'1/8 blocking panels S-1/2 deep True Joist Attach reinforcement TJI Joist web with 2 rows 10d 360 r-0" l'-0' I'-0" 2'�" 5'6 V-0 1.0" r_0" 1'-0" 5'-6 a,-0 blocking panels; 6° E2 both sides blocks panels 9-1/2" des TJI Joists. or a Drier than 12" Ion rim board i panel between Soo I-- r0• row r -0" '0• r 6" 6 io'-0' diameter maximum for blocking p p J g" to Joist with one 8d n9 p Blocking (3") common nails at 6" at E3 or shorter than 12" long. Do not cut flanges. (2-1/2") common nail at Joist, Nall to top are 230 0" 1'0• 1'0" Io' 1'6" 3',6" 6-0 -0" I'-0• 1'-0" 2'6" 6'6' s'-0 lo'�• locking panels 9-1/2 deep with connections n-center, clinched. Use 16, 230 1'-0" r-0• r0" r-0• r-0' 4•-0 6'6 r-0° r-0• r-0° 3'-0' To° e'0 re-0• n DO not cut flanges, each corner " 380 '-0" I'-0' I'-O" I'-0' 3,-o 6'-0' I'-0• I'-0" 4'-0 '-0 10' 11'-6" or tehorter than 12 long. Tres Joist equivalent to decking Ibd l3-1/2 )i rlafla with see r0° r-0• r-0" r-0• 3-0' 6'6 io-0 r-0^ r-0• r-0" s'-0 lo-0 n-0" 12'-0• ILDo not cut flanges, rim board " ule. 3-I/2 TJI Joist True Joist 12 length Of flange widths, 4" 6- 6" 10- 1r IS- 1r P 6- a" 10- 12- 1s" 1r rim board ttach 3/4" 12" length of 18. 360 row f-0• row 2'0' s'-0 Io'o' r-0" row stet lo'o If-0- 13'6" reinforcement to reinforcement 3/4" Soo r-0• r r0• s-0 n'0• r-0" r 6' 6'6' n-0" Ir0• 14 6° ttach reinforcement Joist web with 3 On one side at 20^ 380 • : 580 I'-0" I'-0' 1'-0" I'-0' I'-O' T'-o'it-0" 1'-0" 1'-O' W-0 'a'-6 12'-6' 14'-6" 15'-6" 'Trus Joist rim to oast with ad le1/2") reinforcement (board J " rows IOd l3") E5, both sides on one side at „ common Halls at 6 on- common nails at 6" Wood p,-O J� able B -Intermediate or Cantilever Support El, both sides backer t pp hA center, When ",0 on-center, clinched, a e� .1P' a Mini um distance from edge of hole to inside face of nearest intermediate or cantilever support 1 � 1=8 i�� c�` �e 9 pport Face grain �a(� reinforcing both eti� Use 2 rows with S-1/2" Less than Less than ��t� ��e�g �fi� \o ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE horizontal sides, stagger nails. and 11-1/8" DEPTH TJI EI OEI O O E4 E5 O El ES pl G �e �Vo Qt` 1'2" 3" t" sin• 8-112 11- 13- 2" 3' 4- o-1n• s.1n 11" 13" Not for use with 3-1/2" TJI TJI Joists, 110 -6" 2'-6" V-0 T'-6" I-6' " 2'-6' 3,-6" — Jotet flange widths 230 r-b" 3'-0" W-0' S'-O 2'6' 3'-0' 4'-6" T'-b" 0-1i2- 10 2-0 2'-6" 3'-6' T-b" 2'-0' 3'-0' 4' 1-0" 360 3'-0 4'-0 5'�' s'-O 3'-0 4,-6 V.6" W-0' Filler block Attach WEB STIFFENER ATTACHMENT `110 '0" 1,-0- V-6" 4' " 1-* -6" -6 90' with ten 10d (3") box 210 1'-0" 1' " 4'-6 e' 1'-0" 2•-01 3'-0 T4" 10'-0 nails, clinched. Use ten EXTERIOR DECK ATTACHMENT ap: 17 7/r 230 1'-0" 2'-0" 2--e W-C e'-6 r-0" 2'6• V-6- e'-0'10'-0 16d (3-1/2") box nails from Option 01: I-1/8"minimum 360 r- "_ 3'-0' 4'-0' T-0°12'- " V-0" 3''6" 5'-0' g'-6 12'-0 Structural exterior A subfloor adhesive to all TJI Joist blocking with end 2-3/4" maximum s60 1'-0 3-e r-0" e'0 t2'0• 3-Q 4•-6 6'0'10,-0 iz' 0 each side with 3-1/2" PPIY 110 r-0" r r-0" 2'-0. 4'-6 e'-0 r-0" r-0° r-0" 5'-0 e'-0'IV-0" Webs stiffeners TJI Joist flange widths, sheathing contact surfaces cks installed at 1/3 Joist 11*2 210 1'-0" l'-0• 1'-0" 2,6• 5-0 9'-0 l'-0" I'-0• 2'-0" 6'-0 10'-0 12'6" required If aides of Use fifteen nails with Backer block ,QII� span locations using three 8d 12-1/2") box nails, 14- 230 1,-0„ V_e (,-o" 3'-0 5'6 1d-0' r-0^ ro• r 6" 6'-0 10'-6"13, ha er do not lateral) Flashin I" n 360 1•-0" r-0• 2'.0" V-6 W-6' ir-b" 1'-0" 2'-O" 4'-0' e'-0 12'0. 14'-0" "� y TJI Joist depths Install tight to top Bearing plate: two 8d (2-1/2) clinched support at least 3/8° greater than lro , g g P Treated 2x_ o\e + box nails or Three 16d (3-1/2") box nails 210 r-0" r-0' r-01 5 6 s'6 13'6° r-0" 3-0" V-0" 0'-0 13 -r, 15'-0" " flan @ lit ht to lush late with inside '�6 210 I'-0" I' I'-0" I'-0' 3'-0' S'-6' 9'ta 1'-0" I'-0" r-0" 4'-6 9'-6' 12'.6" 9 of TJI Joist top bottom flange with face of wall or beam ledger �I3 s 2-1/2" screws, at 3-1/2"TJIJoist flange widths 1V 230 r360 -0" I f " I'-6. 4'-C 6'$ Id 6• 1.-0., r-0• r0" V 10,-6•I3•-0' 16'-0 Fla a face mount typical 1142"� Web stiffener each sBo to° I'-0• row r-b" 6T•-0 n'o• 5 0' r-0" r-0• 3'-6• e'-o 14•-6• i6o" late• angers), Attach See fasts True Joist Opt on 02: I W I side, See sizes 4- 6- 6^ 10" 12" 1s, 1r 4" 6- 8" 10" 1r 1r 1r with ten 10d (3") table below, Maintain rim board 2x_strapping installed 1=1 below, 360 row r0. 30 6 o eo ,5'0 r0" 4'0 e'0'la 6" w'v le'6" flap a box nails, clinched 2" distance (minimum) from at 1/3 Joist span Tight fit 18" 560 t`-o I'-0° 2'-0" 6•-0 b,-0 16.6 I'0" 6'-0 II'6• 16 6" 18'-0"20'-0 han�r when possible, edge of ledger to fastener. locations using two 20. 360 I'-0" t'-0' 1'-0" 3'-0 b'-0 II'-0' 15'b" I'-0" 1'6• T'-0"12'6" I6'6' 19'-0"21'-0' �".�, g \ n W eb Stiffener Size W b Stiffener Sl2 560 i'-0" I'-0' r-0" 31-0 S'-6 iz'-0" I6'-0" f-0" 3'-0' e'6 lilt-0" n'6' 19 6" XJ'6 W Face mount salter block Fastener Allowable Load/Factored Resistance(Ibs bptton r3: 2-l/2 screws per Joist 1_1/2" I/2" x 2-5/16" min -8/16 /8" x 2-5/16" min Rectangular holes based on measurement of brgastside. hanger both sides 13/4"rim board 0 1"e-Rim T" direct) Iced cell In obe be located verticall here within the web.Leave I/8"of web/minimum)at of web with 3/8"lag bolt 400/630 NA.J N.A. S n9 1-3/4" 5/8" x 2-5/16" min 2-1/2" 1" x 2-5/16" mTnimu Knockouts are located In web at approximately e L tamer:they II not affect ho�lep bottom of hots. single TJI 1R"lag bolt 4751750 325/N.A. en Spe.`Cifed On the layout,one or more of - placement. "a6owable load determined In accordance with At-124. gnstalled three ibracIn o lions shown ILmustUbe 2-1/16'3/4" x 2-5/16" min 3-1/2° 2x4 -For simplee an(5' minlmum)unirorml loaded Joists ranting the re rremeints of current True Joist oduct uiders,one HI H2 Joist H3 1.A �oalon-reelste,t fastener. iced for wet-ee"Ice 9 P Wp y J ng qu pr g req" maximum size round hole may be located at the center or the Joist span provided no other holes occur In the joist, t��1 applications. ram•, •Distances are based on the maximum uniform loads shown in current True Joist product guides.For other load cordtttons or hole configurations contact your True Joist representative. BEAM and COLUMNI DETAILS ALLOWABLE HOLES - Beams and Headers H � BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE 2x diameter or the largest hole(mintmum) BEARING AT WALL WINDOW HEADER CONNECTION WALL j joist Fram i ng o I 1/3 depth Allowed hole W e = O e Trus Joist rim board Strapper code if o cut on round holes and on .. p 1/3 depth o o h' h' or blocking for top plate IS not Blocking In the center of beam. f'T1 lateral support continuous over p sarety bracing(lx4 F+"1 O minimum)at 6'on-center and i/3 span Allowed hole zone I/3 span ROUND HOLE CHART " V header Ff extended to a braced end BEAM OEPTN t1AXIN8IM ROUND Silent Floor Joist framing wall' HOLE SIZE � ~ Fasten at each joist with . For uniformly loaded beams only. 4-318 1" QI does not require bridging two 8d(2-1n")nails minimum 5-1/2 1-3/4" rr�� or mid-span blocking (see WARNING). - Rectangular holes are not allowed. Top flange p g T-v4 to 20 2" • No holes In eantflevere. See Illustration for Allowed Ffok Zone Fell hanger Face mount N2 - No holes in headem or beams In plank orientation. Paral lam PSL or hanger' DO NOT bevel cutjoist Al O v J TimberStrand beyond inside face of CIE between JoistsTJI JOIST ATTACHMENT at BEARING O LSL Column � l.3 See current Trus Joist L4 motett untreated wood from direct confa t 11� O 0 literature for framing with concrete A3 TJI Joist to Bearing Plate Squash Blocks to TJI Joist(Load I n connectors A3 True Joist rim board bearing wall above) One lod(3")box Seat cuts must be within nail into each flange O CONNECTION OF MULTIPLE PIECES OF wan. one sd(2-1/2") TOP-LOADED((BEAMS(1) side, nail each nails BEARING AT COLUMN Jo cS. at an angle il 1-314"Width Pieces: TJl rim tat Minimum of 3 rows 10d (3" x 0,128") nails at 12" o.c. L3 True rim�� least 1-1/2 B 1-3/4.minimum bearing O Minimum of 4 rows IOd (3" x 0.128") nails at "`)2 at end"'Interm dial verify Parallam PSL con ELEVATED COLUMN O minimum�Intermediate TimberStrand LSL 12" o,c, for 14" and deeper beams BEAM ON COLUMN COLUMN BASE BASE LI pp " CAP (31 O Shear transfer.Connections equivalent to rt cOlurmn If using 12d 13-1/4 ) or lager nails, the HI floor panelnaNifrgschedule capacity and beam number of nailing rows may be reduced Optional bearing lengtlh, by one, non-shrink 82 Rim to TJI Joist See currernt 3-1/2"Width Pieces: grout rd or Trus Joliet �� L5 i-3/4"wide TJI rim literature. Minimum of 2 rows 1/2 bolts O 133 j-3/,Ce lea(31rim at 24 o.c. Staggered gg rail into each 11")box 3-1/2"wide TJI rim TJI floor jolstToe nail with 10d joist 2-1/16"-2-5/16"wide side of TJI joist(1)load must be applied evenly across entire r^� (3'�box m1z,one each beam width.Otherwise,use connections for sideaoaded teams. Q TJI rim joist one 16d � Butting Use B1 or B2.at ,,-Additional nailing or bolting maybe required with (&tie (3-1/2"}box Heil into each 1-5Ls de-loaded multiple-member beams.Refer to current Pi P2 P3 with block) ' termediate bearings flange 3-1/2"wide n roduct literature. End Of Joists panels Iti load bearing or shear TJI rim joist Top View, at cenerll wall from abolve of FASTENING of FLOOR PANELS e - Braced end"tell BEAM ATTACHMENT at BEARING Closest On-Center Spacing per Row see note 3 under True Joist rim board WARNING Nall Size TJI Trus Joist rim board TimberStrand LSL HI One lod(31)box 110 and 210 230,360 and 560 1" 1412" 1-1/r or wider Microllam LVL Paratlam PSL Hall each side of sd (24IZ")box 2-1/2" 2" 6" 4" • s member at bearing, 1-112 minimum from end 8d(2-1/R')common 3 1/2" 2" 6• 4" 3" 3" 3- O • 10d(3'),12d(3414")box 3" 2" 6" 4" INSTALLATION TIPS O O Drive nails at argee bamingplan(Happlicable)or Framer's Pocket 10d(3),12d(3.114")common 4-1/2" 3" 6'. 4" 4" 4" 4" Subfloor adhesive will Improve floor performance,but L4 xterior Deck angle to minimlzaguide for minimum end and intermediate bearing N.A. 6' 16d(3-1/2")Common .A. 4" bwu 6'"' 8" 6" may not be required. o splitting of plat�rtgths. L•a• (1)Can be reduasdte 4•cnceMerwiur maximum neupenetratlomo1f3/8•imo the namriwedgs. When Joists are doubled at non-load bearing parallel O ttachment partitions,space Joists apart the width of the wall Structural Recommended nailing is 12'on-center in Meld and 6"on-center along for plumbing or HVAC. O sheathing sheathing edge.Nailing requirements on engineered drawrnge supersede Additional joist at plumbing drop)see detalU, O DO NOT use sawn lumber recommendations. for rim board or blocking. Nailing rows must,be offset at least 1/2"and staggered. O Sawn lumber may shrink WA R N I N G 14 ga.staples nN be substituted for 8d(2-1/2")nails if minimum penetration O after installation. of I" Into the TJI Joist or rim board Is acihleved. ,L__{h Protect O Sae ALLOWABLE n p L� untreated direct ood HOLES f Joists are unstable until braced laterally DRAWN BY. Mil Farthest On-Center Spacing per Rowp Maximum spacing of nail& Is: contact with H3 Bracing Includes: For joist widths 1-3/4"or less: 18"on-termer concrete -Blocking .sheathing Far Joist widths greater than I-3/4": 24",on saner DO NOT allow workers to walk on .s�ie„e, •Rim Joists DO NOT stack building materials July I O5 �f Joists on unsheathed Joists.Stack only •J y I L oo[l 7 FILLER and BACKER BLOCK SIZES Shifted Jol Additional until braced over beams or walls. TJI Flange Widths 1314" 2-1/16" 2-0 6" 3-1rr joist INJURY MAY RESULT. WARNING NOTES: SCALE: NTS Depth 9-1/2"or 14 9-1ln-or 14"or 8-112"or 14"or 18"or 11-718. 14"or 18"or Plumbing drop Bearing plate to be flush with Inside A Weyerhaeuser Business 11-7/8" 111-718" 16" 11-718" 16" 20" 16- 20" Squash blocks and blocking panels carry stacked face or wail or Lack of concern for proper bracing during construction can result In serious accidents.Under normal co tons If the 2x12+1/2 vertical loads(details 51 and B2).Packing out the beam following guidelines are observed accidents will be avoided. a> ^=Filler Block* + Two Two Two gg r�1 (DetailH2) 2xb 2x8 31/8" 3/8" IMhI 1/2" eheathing 2x6 2x8 2x12 web of a TJI joist(with web stiffeners)to not a ' •M-M�`4 ._ .. substitute for squash blocks or blocking panels. 1.An blocking,hangers,rim boards end rim Joists et the end supports of the TJI,piste noel be completely installed er,d properrotl ..+!' Cantilever Filler 2x6 2x10 2x6 *3/8 2x10+3/8 2x6+IR 2x10+I/2 2.Laterals h like a braced end wall or an existingdeck,must be establtehed at the ends of the b This can also be 'x ` "`` tit" °� SHEET NO: (Detail EQ 4'-0" 6'-0" eFie,athing sheathing sheathing sheathing applicabl Not applicable accomplished by a temporary or permanent deck(sheathing)festered to the ftret 4 feet of Joists at the end or the bay. long long 4'-0" longy'-O" long 4'-0' long 6'-O" long 3.earety bracing lime of Ix4(minimum)must be nailed to a braced end wall or sheathed area as in note 2 and to each Joist Witho t this Backer Block' bracing,buckling sldemap or rollover Is hlely probable under light construction loads-like a worker or ors haler of unrolled Ing. 5/8" or 3/4"or 4.eheatht must be total) attached to each TJI joist before additional bads can be laced on the tem. r 9 (DetailFl 3/4" 'V8n I"Net 2x6 2x8 2x12 "9 y Jo p eJe or H2) 5-Ends of cantilevers require aarety tracing on both the top end bottom flange. •ffnece"sary,increase filler and backer block freight for face mount haingers.Maintain 118"gap at top of/ofst see detail W Filler and backer bkxdr lengths should 6.The flangse must remain straight within a tolerance of 1/2"from true altemment. aeeamodate required naling without splitting(12'mfnirr"mi for backer blfodrs aid 24'minhnumforlRlerblocka). This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION, FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, M C H KING STUDS \ Design Services ° o RAFTER WALL STUD ENDWALL u CRIPPLE STUD BOTTOM PLATE www.mchdesianservices.com ° C RIDGE phone: LEDGER BATHTUB (631)298-2250 ° HEADER LEDGER JOIST e-mail: SIDEWALL michael@mchdesignservices.com RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION 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 USP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH SOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12"20 a.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20 a. STRAP APPLYY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18 a.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH (2)JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g g g THE FLOORS TO EACH OTHER W1 THREADED ROD. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING @24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY RAFTER AS REQUIRED RAFTERS MAINTAIN WALL SHEATHING SILL PLATE(S) VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE - - - - FINISH WALL AND MOISTURE BLOCKING BLOCKING 2x4 LEDGER STAPPING TO BtE ATTACHED TO WALL STUDS @4$"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AT WALL-- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINNDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0"O.C. / THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4"-8" LS)TA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/EXT. PLYWOOD INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF'A INCH IN DIMENSION. SOFFITED SAVE 8"- 14" LSTA30 1-1/4"x30" 18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. / '�. ACTION 14"-16" LSTA36 1-1/4"x36" 18ga.STRAP AND JACK STUDS / 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS EACH RAFTER a ON ALL OPENINGS ,� KEEP ROOFING NAILS OUT SOFFITED EAVE DETAIL U 2ND. FLOOR WALL , OF FLASHING ROOFING LAPS BASE z FLASHING 4INCHES �~ W RAFTER BASE FLASHING WRAPS CORNERS, / \ RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING V.� SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST w TOP PLATE GIRDER/HEADER ~ V C)R WALL SIDE WALL FLASHING WOOD JOIST41ST. FLO H STAPPING TO BE ATTACHED TO WALL STUDS @48 OG W AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL. EAVES, SIDEIUALLS, WALL STUD � /� a FLOOR JOIST DEPTH USIP NUMBER DESCRIPTION APPLICATION AND RAKES — PROVIDE HEMMED EDGES SO RAFTERS �/ � INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 1�j �: cn 4"-8" LSTA36 1-1/4"x36" 18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" O O ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 0ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. i� z r�•.I INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS E8"- 16" IMSTA48 1-1/4"x48" 16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. t REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOFC) 4t� DBL. SILL PLATE n TERMITE SHIELD SUBFLOOR a O SILL GASKET WOOD JOISTS NEOPRENE CONC. SLAB I TYP.CONC. FOUNDATION n - 2x6 /2x8 CONTINUOUS WOOD PLATE 6MIL. POLY ,, � , _ V GASKET - `� ; i DAMPPROOF EXTERIOR r ` -1 BOLTED TO STEEL BEAM WITH V GRANULAR FILL 6MIL POLY ON EXTERIOR ` � -- I 1/2 DIA, BOLTS * 48„ o.c. STAG. STEEL COLUMN V - A n a a I a D` ,D C ROOF JACK D V CONC. SLAB 'o as ° v // I I I�\ `� �� �� STEEL BEAM `�� ° C n �p 4" x 114" x al l" STEEL. COMPACT FILL o o � TOP AND BOTTOM PLATE KEYWAY FOOTING o ROOFING LAPS V a ' 'a � � � � FLASHING AT C`� C CONC. FTG. p Q'p G D' `�. I 1/2" GROUT 6" ANCHOR BOLT ° ' , a ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP A (USP LBPS58 OR BP583) `� REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOLT I I (, STEEL 10 KIPSCOLUMN � ANCHOR BOLT CONNECTION DRAIN TILE p SUPPORTING MAXIMUM SPACING FLASHING LAPS i 1 SILL PLATE TO FOUNDATION ROOFING AT BOTTOM --"- CRAWL SPACE OR FOUNDATION 1 STOR;Y 72"OC TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12"CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORtIES 57"OC SLAB-ON-GRADE ROOF JACKS VENTS DETAIL / I — SUBFLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM i DA RA E—w JOIST COMPACT FILL I USE 2X8 DRAWN BY: MH FOR BLOCKOUT STEEL BEAM t:. 4" SLAB � I P.T.PLATE �� W/ 6X6 WMM pRIvEWAY NOTCH JOIST AND ADJUST HEIGHT July/ 05� 2009 1/2"AIRS ACE < t 0 ' ° ° —® (WITH A NAILING PLATE IF NEEDED) 4.' AT END AND " ?p/2 o e :a ea • ,. C�G'4 DES OF WOOD p s _ e e TO BE APROX. 1/2 OR HIGHER THAN SCALE NTS GRADE 4 ��"-- -=--Zr----z BEAMS ° ° > .e r D D D D STEEL BEAM TO ALLOW FOR SHRINKAGE 4 4 �'' ` 4 ° 4 ° 4 D a �e e e . (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. ,— — —,— — — ,— — — d D .'4 D D 'n 4A �', A i �` NOTCH BEAM FOR MUDSILIL IF REQUIRED -- MAXIMUM � 4 , G ° ' � T SUBFL OR ., MIN. �� D ° D °M SHEET NO: r- Q REINFORCING BAR ' 'a REINFORCING BAR 4•° NOTCH EQUALS 1/4 DEPTH OF BEAM ° 4e °,D sD . ° I —I I GIST t DRAIN TILE 1,�---� _ RT Y y `' " •o e° SHEET METAL/30#FELT'UNDER BEAM AT POINT 4 L�'n �e °�e ° 12 3 OF CONTACT WITH CONCRIETE OR CONC. BLOCK STEEL BSA ? ' r # °„ SHIMS TO LEVEL BEAM PLATE(BOl_"f D T6► A TYPICAL CONC. MONOLITHIC FOUINDATION. REINFORCE WITH (2) 4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. f a O REINFORCE FOOTING WITH (2)#4 REINFORCING BARS. ' 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAILDRAWINGS _.USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. ' 4" MAX. M C H 4" MAX. Design Services 4"DIA. MAXIMUM 4"DIA. MAXIMUM — POST www,mchdesionservices.com GIRDER/HEADER phone: z (631)298-2250 H O p e-mail: michael@mchdesi nservices.com POST/COLUMN © " g z 12"x12"x12" V V A - CONCRETE FOOTING >> (^ ^ th - V V A DECK POST FTG. CONNECTION DECK/PORCH RAILINGS LOCATION USP NUMBER DESCRIPTION I APPLICATION STAIR RAILING POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING 1-1/2"SPACE MINIMUM HANDRAILS GIRDER POST 4 GcIRDER/II-IEADER O O (Av Y Y BALUSTERS RIM/DECK JOIST o CONCRETE PIE r POST/iCOLUMN o V. ; (A OPEN BALUSTER ATTAGNED TO WALL ` (Av Y HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS 2 BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER w CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL ( ) PROVIDE AN EQUIVALENT GRIPPING SURFACE GrtIRDEia/HEADER TO POST/COLUMN CONNECTION (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND �^ LAPPED OVER FIRST CONTIN. GIRDER/HEADE PIECE OF SIDING BELOW UNDISTURBED SOIL 1/2" DIA. LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON CONNECTED TO BLDG. @ib"OC UNDISTURBED SOIL(ORGANICS REMOVED) LEVEL BASE STAIR TREAD 0 ° o FIT CONSTRUCTION TUBE AND PLUMB � w POST/COLUMN BRACE TUBE ° ° •�•1e� FILL AS PER MANUFACTURES'INSTRUCTIONS H V RIM BOARD 7 FILOOR FRAMING444 I 2x JOISTS STRINGER -,III ,;,III„-,III-,III„-,III-,III-III-III-,III=11 �, BLOCKIMIG FOR JOIST HANGER POST-TO-GIRDER/HEADER CONNECTION LAGI BOLTS 0 D OC) LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/B . a nQM 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DISTURBED / POOR SOIL z STRINGER TO DECK/PORCH CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6" LAYER OF CRUSHED STONE OR O HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN GRAVEL DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE O I FIT CONSTRUCTION TUBE AND PLUMB /al•I•"� BRACE TUBE FILL AS PER MANUFACTURES'INSTRUCTIONS P4 __ 1 =I1 =III=II= 11=I I=11 =III=III= ;; ;,III , ,III, ,III , III, ,III , ,III, ,III , ,III, ,III , ,II WOOD J(OIST WOOD JOIST JOIST BLOCK(ING CONC. PIER FOOTING BIGFOOT SYSTEMS FOOTING FORM GIRDER/HEADER IN ACCORDANCE WITH SECTION 403 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN WOOD JOIST WOOD GIFRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS GIRDER/HEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE. THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT FLUSH .JOISTS WITH HEADER/GIRDER ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDER FPROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND IF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBERI DESCRIPTION I APPLICATION USE WITH RT10 TYDOWN ANCHORS TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER1 RT10 ITYDOWN ANCHOR CONNECT TO EACH JOIST DECK & PORCH NOTES: NAILING SCHEDULE 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. NAIL NAIL DRAWN BY: MH All fasteners,hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION Q-n. SPACING NOTES 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. JOIST TO: PER TOE J P P 4-8d COMMON JUG Girders on concrete piers shall be anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER JOIST NAIL y 05, 2009 into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. CLIMATIC & GEOGRAPHIC DIESI GN CRITERIA BRIDGING EACH TOE 2-8d COMMON L I S ER IC W S S S GROUND WIND SEISMIC FROST WINTER EHED 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. FLOOD TO JOIST END NAIL SCALE: NTSBLOCKING EACH TOE Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS TO JOIST 2-8d COMMON END NAIL be 4 ft.below grade. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED BLOCKING TO: EACH TOE MODERATE BLIGHT TO 3-16d COMMON4). Deck joists to have blocking at 8'0 o.c.. 20 LBS. 120 B SEVERE 3 FT. 11 NONE - SILL OR TOP PLATE BLOCK NAIL SHEET N O 1 9 TO HEAVY WODERATE " LEDGER STRIP EACH FACE t "` 3-16d COMMON w,• ��' 5).A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL Ledger to be fastened to building with 1/2 dia.bolts with washers and nuts JOIST ON LEDGER PER TOE at 16 o.c. 3-8d COMMON tl j m;�. TO BEAM JOIST NAIL k 6).Concrete piers shall be a minimum 6"above grade. BAND JOIST PER END P 9 3-16d COMMON 4 `. �' •„ .' TO JOIST JOIST NAIL 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: 2-16d COMMON PER TOE NAIL to girder(s). SILL OR TOP PLATE FOOT - _ n r i i r \1, s M C H NAILING SCHEDULE PLAN CONTENTS: Design Services GENERAL NOTES WIND FRAMING NOTES ROOF FRAMING : 1). RIDGE-TO-RAFTER ASSEMBLY: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES BUILDING USE BUILDING HEIGHT SEE PLAN www.mchdesignservices.com CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOP PLATE 10'WALL::4-8d COMMON RAFTER TOE-NAIL phone: 1).The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION SEE PLAN (631)298-2250 intent and framingCEILING JOIST 8'WALL: 3-8d COMMON EACH details.They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL e-mail: for generallly 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 TO TOP PLATE 10'WALL::4-8d COMMON JOIST michael@mchdesinservices.com PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND michael@mchdesignservices.com buildiing 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 to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA AF&PA WOOD FRAME CONST. MANUAL for One and Two Family Dwellings construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WF;CM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 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 COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WF;CM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 3). Dimensiions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 4 .WALL ASSEMBLY TO FOUNDATION: 2- 16�d COMMON ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). ) 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 7 inches in concrete WALL FRAMING : STAIRS 40 responsibiliity for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under 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 NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING EXPOSURE CATAGORY DESIGNED FOR CAT. C 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 2­16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to)the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE INTERSECTIONS 4- 16d COMMON EA SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The Gerneral Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE 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 2-•16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c. at the panel edges and 12"o.c. in the field, and STUD O.C. NAIL ym•; p 9 FIRE PROTECTION 7).The Gerneral Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 116d COMMON 16"O.C. FACE SMOKE&Co DETECTORS ® SEE FLOOR PLANS such as b000kcases, shelving, pantry,closets,trims,etc. edges and 10"o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-•16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind lorad requirements shall be taken into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-.16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2- 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA END JOIST OR BLOCKING length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 1).The Gerneral Contractor and Mason to review plans, elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine iintended heights of finished floors)above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footirngs to rest on undisturbed (virgin)soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO �4-8dCOMMON 3). Providei 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 45 LBS.ROOF SHEATHING RE 120 B SEVERE UIREMENT 3 FT. TO HEAVY MODERATE 11 NONE W concrete orr masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL REQUIREMENTS FOR WIND LOADS: 0 Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE �..� ( , 4).Any neuro concrete walls being attached to existing concrete structure shall '2-8d COMMON v with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#4 re-bar, SHEATHING LOCATION NOTES Z 18"long at 12"o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5 . Unless otherwise noted, all slabs on grade to be 2500 s.i.. Concrete to be :2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. 8d COMMON 6"O.C. SEE NOTES: 1,3 ..,.� 9 P TO JOIST END NAIL @ @ poured on,4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS o Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.C. 8d COMMON 12"O.C. ( ) to be mininnum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g 33- 16d COMMON °� °� NOTE:2 FOR PANEL FIELD 6"maximurm lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 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 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES: 1,3 6). Crawl sipaces to be provided with a minimum 18"x24"access opening. Install one attached with the above requirements. TO BEAM 33- 16d COMMON JOIST NAIL .�. 8x16 cast Enron foundation vent for every 150 sq.ft.of area. JOIST ON DECK AND COVERED PORCH NOTES: BEAMLEDGER ;3-8dCOMMON PER TOE NOTES 7).Dampprroof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code.A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER ENDP4 the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 33-16d COMMON 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, w Q H V 8). Drainage as per section R405 of N.Y.S.Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 22-16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. F-4 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 14,4 FRAMING NOTES p p p 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. � � a � into concrete with a minimum 1/2 dia x 8"long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of(AF&PA)Wood Frame 3). Posts supporting girders shall be anchored to a 12"xl2"xl2"thick concrete footing. JOINT DESCRIPTION NAIL NAIL �> Const. Manual for One and Two Family Dwellings (WFCM); or as specified in R301.2.1.1 Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For E"'l ASS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. below grade. Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d WALL SHEATHING EATH I NG REQUIREMENTS REM ENTS FOR WIND LOADS: O C 2). Unless otherwise noted,all framing and structural wood material to be#2+BTR. 'WFCM-SBC � Douglas Mir. 4). Deck joists to have blocking at 8'0 o.c.. ZCEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls,ceilings and rafters to be spaced at 16 inches o.c. unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES otherwise. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING SEE NOTES: 1 3(BOTH FIELDS) O 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. 4). Unless i otherwise noted , all bearing wall headers to be(2)2x10#2+ BTR. Doug. Fir. where needed. GYPSUM 7" O.C. EDGE NOTE:2 FOR PANEL FIELD 5d COOLERS " Bearing wall headers to have(2)jack studs and (2)full length studs on each side of all WALLBOARD 10"O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. SEE NOTE:3 openings. iLVL headers to have(3)jack studs and (2)full length studs on each side of 6). Concrete piers shall be a minimum 6"above grade. WALL SHEATHING: O openings. Baring wall window sills shall also have (2)window sill plates for 2x4 wall NOTES 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 611 and 8'9. Provide fire NAIL NAIL and blocking where applicable. to girder(s). JOINT DESCRIPTION QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 5 .All flush beams/headers to be installed with heavy du galvinized hangers and 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL gd COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall vy duty 9 9 PANELS WFCM-SBC be used. anchors whhere applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C. EDGE "6d COMMION 6O.C. FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with • 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. Floors to heave ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. EDGE on plans. 2}.Verify septic system with the Engineer for Suffolk County Health Department approval. WALLBOARD I 1 10"O.C. FIELD 3). For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. • 7). Provide:blocking/bridging in floor joists at 8 0 o.c.. Use solid blocking in floor joists FLOOR S H EATH II N G: NOTE. under all beearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIIL NAIL provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION Qom, SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8). Provide:insulation baffles at eave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 12"O.C. FIELD 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9). Unless iotherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1)• Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exteriior sheathing grade plywood. Plywood to cover over plates and headers. requirements. 3). INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BEE REFERRED TO IF 10). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor MENTIONED IN SCHEDULE NOTfES ONLY. Section R602.8- FIREBLOCKING REQUIRED 2). HVAC subcontractor is to fully coordinate all system data and requirements with the adhered wiith PL400 adhesive and screwed to floor joists. Finished floor to be installed equipment sulier. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) over subfloor as per manufacture's instructions. pp . 1). Nailing requirements are basedi on wall sheathing and to form an effective fire barrier between stories, and between a top story and the roof space. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edige. If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 11).All batlhroom to have 1/2"thick moisture-resistant sheetrock.Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the panel I edge to obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requiremeents for structural 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled, or altcemate connectors, levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 such as shear plates,shall be use(d to maintain load path. feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 12).All rooif with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S. Residential Construction Code. using parallel rows of studs or staggered studs. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continurous over connected DRAWN BY: MH torch downs type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number off nails shall be permitted 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, to be reduced tot - 16d nail perfo(ot. drop ceilings and cove ceilings. July �5� 2��9 13).All sill (plates and wood in contact with concrete to be pressure treated. Sill plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R313 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE CONTRACTOR MUST CHECK ALL DETAILS under stairs shall comply with Section R311.2.2, N.Y.S. Residential Code. SCALE: NTS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES.THESE DRAWINGS CONFORM TO GENERALLY 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of ACCEPTED BUILDING PRACTICES; HOWEVER STATE AND LOCAL CODES VARY WIDELY.THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS. ALL flame and products of combustion. '- CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. DO NOT SCALE DRAWINGS, USE ONLY THE PRINTED 5). For the fireblocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code. r' \ SHEET N O: