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HomeMy WebLinkAbout34525-Z �%4fF040 Town of Southold Annex 3/2/2011 pti. pG 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 34851 Date: 3/1/2011 THIS CERTIFIES that the building RESIDENTIAL NEW CONSTRUCTION Location of Property: 9310 North Bayview Rd, Southold, SCTM#: 473889 Sec/Block/Lot: 79.-8-12.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/13/2009 pursuant to which Building Permit No. 34525 dated 3/24/2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: One family dwelling with unfinished basement, covered front porches and attached two car garage as applied for. The certificate is issued to Dibona, Christine& Saracen, Henry (OWNER)- of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-08-0005 2/24/11 ELECTRICAL CERTIFICATE NO. 11603 10/12/10 PLUMBERS CERTIFICATION DATED 12/14/10 Mat ' ck Plumbing&Heating Au o 'ed igna'ure 1 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. 34525 Z. Date MARCH 24, 2009 Permission is hereby granted to: CHRISTINE DIBONA & HENRY SARAC 321 OCEAN DRIVE EAST STAMFORD, CT 06902 for CONSTRUCTION OF NEW SFD WITH ATTACHED 2 CAR GARAGE AND FRONT PORCHES PER APPROVED PLANS AS APPLIED FOR. at- premises located at 9310 NORTH BAYVIEWRD SOUTHOLD County Tax Map No. 473,889 Section 079 Block 0008 Lot No. 012 . 001 pursuant to application dated MARCH 13', 2009 and approved by the Building Inspector to expire on SEPTEMBER 24 , 2010 . Fee $ 3 , 818 . 80 Authorized Signature. ORIGINAL Rev. 5/8/(02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN.HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board 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. erDfiote k gcpwa f y denied, the Building Inspector shall state the reasons therefor in writing to the ap C. Fees NOV 10 2010 1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00, lter tions to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory buil ing 0. 2. Certificate of Occupancy on Pre-existing Building- $100.00 BLDG.DEPT. TOWN OF SOUTHOLD 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. f o� 7 New Construction: Old or Pre-existing Building: (check one) Location of Property: 3� (� �� y4 ,, 6c v P l,v't'L n House No. Street Hamlet Owner or Owners of Property: Cla ids4i %e— s-p,a e.in 1 Suffolk County TaxMap No 1000, Sectionff :2Block (? Lot l , Subdivision 410✓`d-A . � ,,/1 zAA) G.1-<• S Filed Map. I O ( Lot: 101 S Permit No. 3 i�S'� S Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ ApplK ant A&ure SUFFOLK _ `' BUREAU of ELECTRICAL INSPECT0RS. inc. 40 Nottingham Drive, Middle Island, NY 11953 Telephone:631 495 8136 • Fax:631 980 6455 • E-Mail: SBEIGS@gmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Hubbard Electric Certificate No.: 11603 Rough In Inspection Date: May 13, 2010 Final Inspection Date: Oct 12, 2010 Application No.: 11603 Building Permit No.: County Tax Map No.: x 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: Dibona Saraceni Site Location: 9310 North Bayview Road, Southold, NY 11971 Owner's Address (if different): Residential 0 Indoor M Basement R Service ❑Shed El Commercial Outdoor 0 First Floor ❑Pool ❑Hottub R New ❑Renovation R Second Floor 0 Attic Garage ❑Addition ❑Survey Other: INVENTORY Single Phase 300a Heat g gas Duplex Recpt 79 Ceiling Fixture 20 HID Fixtures ___. Three Phase Hot Water GFCI Recpt 15 Wall Fixture 37 Smoke l.................... Main Panel 2 150 AC Cond 4 Single Recpt Recessed Fixture 104 CO Detect [ 9 P L_................... Sub Panel AC Blower 4 Range Rec t Flourescent 2 Smoke CO Combo j ............ .... . Transformer Appliances 2-dw Dryer Recpt 1-30a Emergency Time Clock ...................... P Disconnect 2-150 Switches 100 Twist Lock Exit Fixtures Pump s GFCI Breaker Heat Pump Electric Heat Pool Luminaire Exhaust Fan 6 .............: Other Equipment:6 paddle fans,2 ovens(60a),2 arc fault circut breakers,1-17 kw generator,with 100a transfer switch 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: Hubbard Electric License No.: Inspected By: Roger Richert Date Of Certificate: Oct 19 , 2010 Signature: C �- �OF04 00 .r. Hall, 53095 Main Road p y �� Fax (631) 765 S:; P:O Box 1 179 Telephone (63 1) 76 York 11971•0959 BUILDIN0'DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. GJ�D 1 1. Owner: LA (Please,plrintt) 1 1 1 Plumber: `14vG I tlmber'c� !`I� )"���ccrl� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this �y , jav 01 �N �, ti 1 Zp 0 ' DENISE KING Notary Public,State of New York Registration #01 K16041757 Qualified in Suffolk County My Commission Expires May 15,2 L/ Votary Public; County TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before pplying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 e Survey SoutholdTown.NorthFork.net PERMIT NO. �r� Check Septic Form /N.Y.S.D.E.C. Trustees (� Q M Flood Permit Examined ,200 �ij t5 U V E Storm-Water Assessment Form�� D �y� Contact: Approved /� ,20 VAR I S Mail to: PA IV�_�T Disapproved a/c �{ P BIDG.DEPL Phone: �9.3 ' 4 6o Expiration 20 'T O TOWN OF SOUTHOlO � �' , � Building Inspector APPLICATION FOR BUILDING PERMIT Date 03 D d , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no'zoning amendments or other regulations affecting the property,have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, 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. 44 14-U-,4� gnature of applicant or name,iif a corporation) Nailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises PEAIRV ! E CX�c 0/ 80A1,4 (As on t atest 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: 310 /L !j House Number Street Hamlet County Tax Map No. 1000 Section Block O /� Lot �2 . Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 1iA C 4-A) 7— b. Intended use and occupancy YIAJ G C E- Ph e1f/( Ly 'O,F 1' 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost +f.;�h (To be paid on filing this application) 5. If dwelling, number of dwelling units -Wu f welli :kuriits on each floor If garage, number of cars business, co commercial or mixed occu a pec� ntir _ ex�elit of each type of use. 6. If b / pr Y� s pi .. y� �. .. Yp 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 91 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated G 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO� 13. Will lot be re-graded? YES NOyWill excess fill be removed from premises? YES NO �f12 G Civ l 1� 14. Names of Owner of premises Qi 8,0.v A Address Phone No. Z°3' 3F ¢ 7/ 40 Name of Architect M"a rCflt v/'9'12 T-r-- Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO Y * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BEkREQUIRED. 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. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF v [AA �(f ;It� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are 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. gARSARA ANN RUDDER Sworn tg b fore me i4otsry Public,State of New York No.4555005 day of 20 o'Q Qualified in Suffolk county/0 CornrnI I n Expires Aprll 14,.._...- Notary Public L Signature of Applicant pF SOOIyOIo 3 I(s TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION P<FOUNDATION 1 ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: v Ix DATE �"��� / INSPECTOR OF SOpryolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ,c><FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 6A J t DATE 7 -3 0 9 INSPECTOR OF SOUTyO�o �1y00UNi`I Ncc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION Ill FRAMING STRAP"lk [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: II DATE I ��� ® � INSPECTOR SOUT�o h O AEC olyComm, � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] F kl�NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: le/c - CA r� DATE = © INSPECTOR o� 'yol �o rjf s 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECqkpo N [ ] FOUNDATION 1ST [ ROUGH PLBG. 5� _ [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS• UIA �-- DATE � INSPECTOR OF SOUryo�o courm,��'Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: vz- DATE �—� f� INSPECTOR ` 2-U ��OE SO(/T�o h� �O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE PENETRATION REMARKS: ti DATE © INSPECTOR �OF s0 03► O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] IN ON [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE �'� INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS 143 b \� FOUNDATION(IST) C r y ------------------------------- FOUNDATION(2ND) �z 0 H ROUGH FRAMING& y PLUMBING -� IN INSULATION PER N.Y. STATE ENERGY CODE O� ` 1 • Lv O � i FINAL - 17 ADDITIONAL COMMENTS L O ran01c, -9 O z m n� ' ro � y C z � x �. y V/ �afv mask Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESS MENT FORM col PROPERTY LOCATION: s,C,T.M.l1: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF IOo►D _ 79 000 L , STORM-WATER,GRADING, DRAINAG 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(f)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? (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 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? FJ This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl — 3 Will th!s.Piroject 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? tZ 4 Will this Application Require Land Disturbing Activities Encompassing an Area In Excess of ❑ Five Thousand(5,000)Square Feet of Ground Surface? — 5 Is there a Natural Water Course Running through the Site? F Is this Project within the Trustees jurisdiction or within One Hundred(100')feel 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 ❑ f/ 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 m ❑ any Ite 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? ❑ 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 Permitl ---------------------------------------------------- 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-Water,Grading,Drainage&Erosion Control Plan is NOT Required! — - ---------------------------------------------------- STATE OF NEW YORK, OUNTY F SS That I, ...4.111 � .. ............................................. being duly sworii, deposes and says that he/she is the applic<uht for Pemut, (Name of individual signing Documeno And that he/she is flit: q (Owner,Contractor,Agent,Corporate Officer.etc.) Owner and/or representative of die Owner of Ov>gier's,and is duly audiorized Lo perform or have performed the said work and to make and file dhjs application; that all statements contained in this application are taste to die best of his knowledge and belief,and that die work cv ll be performed in die manner set fords in the application filed hereiarith. ®ARgARA ANN RUDDER rk Sworn to before me dh�s; Puolio,state of Nevi Yo Notary N0.AS55W r if'cd in Suffolk County—P................1,...... ............. clay of.... .�..........-U.......... ...., ,20..Oq Qu Pti 1 ., Com i slon Expires Ap a Notary Public: !- :C G / ... . ., ..., .. .. . .. ........ ....... (Signature of Applicant) FORM - 06107 BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted:& 3/06/0`,t*Date Reviewed011 06/0!? Applicant: I�In P c� ��ner: Architect/Engineer: Z Estimated Cost: SCTM# 1000- .79 - la, Subdivision: ifs v v Zone: Conforming? 2 Property Address: 3/d �") Aa City: jozc:�-"/d Pre COs?Vi Building Permits (Open/Expired): BP -Z/C/o Z- Info: 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& Separate Search Required? Y ong Determination:S cti,�n A V tS(O-)A REQ. Lot Siz �b CST. Lot Size: i�J oZ�U REQ. Lot Cov. )ACT. Lot Cov. REQ. Front ACT. Front REQ SideZp ACT. Side t7l' REQ. Rear 7.— PROP. Rea.Q REQ. Height . ACT. Heig it Project Description: i 1 b Waterfront? Y orzv If yes, water body: Panel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED Suffolk County HealthGor N - If yes, *Bed# /,.,: v *Dat0:�Z of*Permit#: e16'6?t&J('-�Town 4ti Y 0 1-1 - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/I/75 Y or - Date: _1_/_ Permit #: or NJ Letter- Notes: Southold Trustees: Y orb- Date: / / Permit #: or NJ Letter-Notes: Southold ZBA: Y or Date: / / Permit:#: - Notes: Southold Planning: Y or N - Date: (5/010 Permit#: - Notes: . wy ►lUyo St& Town Landmark C of A: Y oz IgDTE: / / *NYS CODE Compliance (page 2): Y or N Notes: Fee Structure: Calculation: Foundation: 9 3-SF 1. (� SF)- _SF)= SF X $ ' =$ �f� g� First Floor: SF + hiitial 00 Second Floor: SF + Additional Fee C $ Other: pS SF 2. ( SF)- ( _SF)= SF X $ =$ Total: SF + Initial Fee: $ + Additional Fee $ TOTAL: $ �, NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: .Ground Snow Load: 45 1/ Wind Speed: 120MPH Selsmic Design Category; B Weathering: Severe ✓ -Frost Depth: 36" ✓Termite: M-H ' l Decay: S-M Design Temp: II ✓ Ice Shield Underlay: YES Flood Hazards: 1 j l (� USE/OCCUPANCY CLASSIFICATION: 9E� S HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRE, RII'TIV FULL FRAMING DESIGN ELEMENTS HEADERS: YIN WALL STUDS: YIN GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS: YIN ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: YIN DESIGN LOAD CALCULATIONS:a9N LIVEN DEAD: YIN SNMV: YIN SEISMIC: YIN WIND: YIN wiNDQW AND DOOR SCHEDULE: MISSLE TEST RE UIREMENTS: I EGRESS 5.7 .:�'/ LIGHT 8%: VENT 4%6"N NAILING/CONSTRUCTION SCHEDULE: MEANS OF EGRESS:\YEN J` PLUMBING RISER DIAGRAM / LOCATION OF FIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN: CERTIFICATIO ENERGY CALCS: Y TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) �o,*pF SO(/l�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N �r Fax(631)765-9502 P.O.Box 1179 �Q ofifliold,NY 11 1-095 O COUNN LL-[/(I,o ' 1 BUILDING DEPARTMENT TOWN OF SOUTHOLD November 8, 2010Lklr!I �j , Pam Hunt ^ 110 Long Neck Blvd 1►� �� a�G� �n Riverhead, NY 11901 RE: DiBona/Saraceni, 9310 North Bayview, Southold 2 G TO WHOM IT MAY CONCERN: �.�✓ v5 The following items are needed to complete your Certificate of Occuancy. Application of Certificate of Occupancy. (Enclosed) l-�' r�j ✓� Q I Electrical Underwriters Certificate. A fee of 0 Q 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. Building Permit: 34525-Z New Dwelling REVISIONS: �uB,�CT 10 C©VENA i®r15 LIM � I q 7 SEAWOOD DRIVE P . a Ae •en 5 E 6 r.5 ., EL,.6.r DARK BROWN LOAM OL OQ �, BROWN SILT ML------------ ArrEsnan `l \�^"•S� tL.fA.f_ N 266'40_E 300.798' Bunntxc rNvtLaPE � ' No rEus I 2 '� 5O D J OPEN SPACE 4 M BROWN AND PALE BROWN FINE \ i � H � U y TO COURSE SAND SM ; I EASEMENT T +N,' a m W� rrCOE).� -20 / b y z o qJ 1 C 9_________ 117_00_________________ r i m - l '®xausC EASEMENT IT OPf_N SPACE 'rz NO WATER ENCOUNTERED I� ----� TEST HOLE DATA n�DAY _ sd �`. --euL ELVELOPE •W 52.55' -1 i T - I 11 A�175.00 S 30.14'49"W40.05'R=175.001' S17'�0 u.r— 45 BASO/ ASPHALT 1 ¢Br�raJc ' I � Z ,_1 DATA FROM: to u.f• Q h a—D' /F V I r � i ! WCn McDONALD GEOSCIENCE $ I sraE�O"D ! (631)765-3677 a<at 1 of O 9/21/07 L-70.6 E-2 � t 2 �J 4• rcx ( L� 26 Q n04N0G ASPHALT BASp , rrL J A4xKr Bu450Y m 11 y�l W W cn .. N V 1-'A O 0 a. COMMON DRIVEWAY EASEMEN'��- £ O � PROPS° p ` scrn•100o-79-os-12.1 S AcE a— SURVEYED z NATHAN TAFT ,.:•'.:.'..:'. ��„• SEPTEMBER 26.2001 NORTH BAVIEW ASSOCIATES , -ts". t"t •-ou APmorrn Pnc _). .{" ]•cirAn LsopAons PROPERTY:60,311.0 SO.FT. LOT No.1 HOUSE I GARAGE:3729.5 SO.FT. .ti A•DU APrGman vat::...;'.:.: H�EAI (6.zxl rHvwo�uLNj 000 E7 ) Ir (DECK 1.7X)C PORCHES:1023.3 S0.FT. )y��• �� ]f c A N + 0 .:.r xpxrLrKxrxG SITE PLAN _ Q PROPOSED SEPTIC SYSTEM DETAIL !TOLW 3-T—,._PnA.Ta �. a C cTrn :fi':Qj .* 0 N.T.S. SCALE: 1" = 60'-0' 0 E> SEPTIC TANK LEACHING POOLS t,� przs: carts: SEWER LINE REQUIREMENTS E. .ndDrun sync rAxN wAml¢ss ssao GALLds. q.nir@IWILULNaHINGn OOOLS C) �_ TCS: mLdrAETE SHALL NAV[AnA1nJn COMPNF99IVESTII[h,iH of 3000 Px AT aTLCA0dGP0019ARCTOBC LONSTn1lLrtp O[gtECASi PEIN[OPLCD co— :1.ALL SEVFA I]XES SHALL BEAM➢rBNn O[rgxI INCNE9ADVHETEA. +e f�S S C Spq,t t•'- L� ''{'r�f(1� R`.,FpT.R�.�a- Q� :[ IME011AU. a4 TNLAC tXALI BC AL[MSTN Or CAST-md SEVEN LfNE CxTUaD.G TwM)urAiM �1L„QF��LD,COS NTY DEPA TM !3�, �1-b ETT.�'I'•',LC i Y .>� 'a !1?VLe- Tl m ro—T—M A PoAT A n1MIMOn O[IVO i¢T B[rOND M faIMNrzd TALL _ m.VALLiWUotti]9ULLBCAn➢@flMpJ',ATOP TIOLgIC53Kf•ANDA J4 ALL LOVEIB SIINL BEOPRrL.IYr N[DP LOCdLALT[pF td1AL1 �C.0 to T��.�>: �L>"�• ''�` a.1. �'�' ra�oNcradcro sotµ wrunra�oC iJa �sx.LLcdrALx JLMscr@Luc rw:n MBuansxD urr-v+dnrc ro Ms�nc rrxn AxD ygryL 4 ] S-,�j 1 Ei fS8 ,1 4 J {�.[ m,/(!y, .LAImOnI➢100T.WCEBEIIICCHLUWHOiWLSA1m WATENLnESWLL BF TO THE IlALNL16 POOLRI Ll41lQR tliFIfC[rD COMMEALIAL rTAVOIAM U E9'IMl FW:Cf C�PPY�SO'VAL�Yi'i a!'Hb•l,!r7cRL1d/119f. 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I.— rXc oLRNLBunw wx ra M Poou sxALL r ssr A M olsrwsund Im - ..--.--_-_.- _.._.__.____....,.. ..._._• ,,a_.. unL¢And G IrTA O N OoN OTIiG rICAILi,MAT K AM D V A SUCH r..r5, ATM-1— M IrTAADq rAus.an mNCN nwn wALL K avaWln Dr AxxlrtcT SURVEY OF LOT I MAP OF FORTH BAYVIEW ASSOCIATES FILE No. 10583 FILED ON MARCH 13, 2001 SITUATE BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ROS.C. TAX No. 1000-79-08- 12. 1 SCALE 1 "=60' SEPTEMBER 26, 2001 MARCH 4, 2008 ADDED SPOT ELEVATION MARCH 6, 2009 ADDED PROPOSED HOUSE AUGUST 4, 2009 FOUNDATION LOCATION AREA = 135,240 sq. ft. 3.105 ac. MOk 3 72-01 �Oj� y MONy, S 7 2°S 46,8 roo„ f of PAVEMENT I0 O h�� 189.961 �. O P��r J d W 411 J 'Z'T i`Or2 (f r00�~04,�^ o 4V CERTIFIED TO: HENRY R. SARACENI CHRISTINE DiBONA LAWYERS TITLE INSURANCE CORPORATION �0 53.7 s eB, vi i 0Jf.NC 4 . C n' Q� � 'V $ /.41 Q LO O / � 30� 2p 7 0600, 0a ti'3 oN o'fNf O O r / a m 25, / ���I• �o � a / 9s•h / O� 67.5 646 At HOLE 68 Oyu \ N (/ \ re a l �<fPNONf r 2r0� fC ff Bok\ 'F°co 107,O eok fS yb A �26.6� W o0p Sokf i O.4_j 00, i A�1 Wp�O D NOTES: 1. COVENANTS AFFECTING THIS LOT HAVE BEEN FILED \ / LOT IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY O 2. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 2u UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan Taft Corwin BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND III TITLE ASSOCIATION. Land Surveyor Cy0, Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 t e� OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 1931 N.Y.S. Lic. No. 50467 ` Cris -r \},.',; Jamesport, New York 11947 Riverhead, New York 11901-0965 n t,fv ., 21-472D I � I coN Na C• 'VON S 72-0''30'' �6 IVOY CpNC.��0' �C S1.46, S 72• s2 £ �f or Pq�� <) Q ®� Q O `bh. 189.96 Y O Ovr w w 0 w CVOff' '� i y � J �Q Q 3Q (v h• V Q h• �� Q' 4u Co Q. I ti S 68• �4 \4 03'' (L., CATCH C� BASIN to LO Ali 9S84• J `.r! SEPTIC SYSTEM TIE MEASUREMENTS HOUSE HOUSE CORNER �A CORNERQB NCF •� h. 0 CpN ° O� p is SEPTIC TANK , �F C UpO _� 11 C n/ p COVER 1 52. 32 Tug fog"t' , & • '. e��K� R C.) r/ SEPTIC TANK 54• 36' 'a. � COVER 2 : O .t�,<(�gCe ♦�'•c��CpR' e. 3 / A LEACHING POOL /�. °� � �,• � 3?3,�'•''�C'WW_. • • : �: . " ,�F1v,�r.•' • :\ r c�� // // COVER 3 59' 49' :..,.... �/ LEACHING POOL , y / o� su N V4, a. .. a. .. .. . r COVER 4 69 44 84 G `^ ° l/R Rio ry �, r ° ems^s •^ >, ~T..r•. ;, r 54. N CpN N° h�. ° SURVEY OF ° 1-0 2V3 ,e C, s,p Rio '? J �\ • •� q�IChiy° vy F. S >> LOT 1 89 ., MAP OF O (40 � , se r /9s. GooF �c �T ,z� / \ H � "�"° NORTH BAYVIEW ASSOCIATES y0 C'V / - \ � OP FILE No. 10583 FILED ON MARCH 13, 2001 SI T UA TE all o BAYVIEW 67,5 ,(-v _ TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK N 68•0 \\ N� ��� O �w S.C. TAX No. 1000-79-08- 12. 1 4 �3•� �V �, \ U, �w�" SCALE 1 "=40' 6S4' i \ ;'"; SEPTEMBER 26, 2001 MARCH 4, 2008 ADDED SPOT ELEVATION , MARCH 6, 2009 ADDED PROPOSED HOUSE `Lp1, MARCH AUGUST 4, 2009 FOUNDATION LOCATION . C c , NOVEMBER 5, 2010 FINAL SURVEYr DECEMBER 14, 2010 ADDED DISTANCE BETWEEN SEPTIC SYSTEM & WATERLINE •6>> sy No FEBRUARY 16, 2011 ADDED ROAD DRAINAGE STRUCTURES '�e 63.6 sz., �0 �Si.,�ri�i✓LKC01 t35` 40--sq ft. �i � � 6�, ) ��r�5""i�`C`vjA.i.i�r''��t'�, .,��•,., .*,w,., r� FOR I t^ Q UNAUTHORIZED ALTERATION OR ADDITION F E" - 2011 _ TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE \ T�" Ste• :z... ..,t EDUCATION LAW. 4 r�'r�a; tic:.. :,'• ..,:t..<;.,�,.,r �;�tr>`+,r F, ',.. ., �,. COPIES of THIS SURVEY MAP NOT BEARING FQU E,ZS�.,s,+r,�cfigt�r!':`.t'.^s=�:"t'�t".'y.`,�,� •';.:'"IT'S";"_fit f \ / Wp NO Or dt',Ir c-4^ef.613 alvj I*Lxtnr t� THE LAND SURVEYOR'S INKED SEAL OR OQ S h"�3�r� C` }+5 �? {' a,r.•.' ,.>•; .F•, C,C l«t EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. ` >..... � �''•.''• s. •+� .. �•.. .. CERTIFICATIONS INDICATED HEREON SHALL RUN J ONLY TO THE PERSON FOR WHOM THE SURVEY t7 'T sM+" f °: ' -" IS PREPARED, AND ON HIS BEHALF TO THE L ��` ""+n 'E''�°h'�`°1 TITLE COMPANY, GOVERNMENTAL AGENCY AND O L Og t��ls4viS,r'Z.w„ Rd1� : �C(1i�a1t LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES of THE LENDING INSTI- NOTES: --- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. j . ' '� `.,�x'ii;r.:��53Il', iii.`......n:�:. i �«....� 1. COVENANTS AFFECTING THIS LOT HAVE BEEN FILED ' '''-' '% 1�,��' 25 IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ° '` `1-9 THE AND/OREXISTENCE XIS EN E OF RIGHTS RECORD,WA F 2. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM r�1ry�y"r�"" � "'" "'"-" "'" '" "'""'"�_ '��^�=--�-•- ANY, NOT SHOWN ARE NOT GUARANTEED. EXISTING ELEVATIONS ARE SHOWN THUS: 50,0 JVLJ E%'l 11.E lrV�i.,fi�x l';1e7 Li )4i:J16iIv 1.{�5ER /ZSS/ . PA11,7 i S�' PREPARED IN ACCORDANCE WITH THE MINIMUM "...... STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan Taft Corwin BY THE L.I.A.L.S. AND APPROVED+AND ADOPTED FOR SUCH USE BY THE'NFW yORK, STAT LAND TITLE ASSOCIATION. <,O tt-011}�© CERTIFIED T0: ,cp1:T C �� Land Surveyor HENRY R. SARACENI �"< = Successor To: Stanley J. Isaksen, Jr. L.S. CHRISTINE DiBONA Joseph A. Ingegno L.S. LAWYERS TITLE INSURANCE CORPORATION Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 n LAilb 5"'' OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 N.Y.S. Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 21-472 II 1 I REVISIONS: REVIEW SET 01/16/2009 REVISED 02/15/2008 REVISED 12/19/2008 REVISED 01/14/2009 BID SET 02/11/2009 6EAWOOD DRIVE �xsls' Ilk, N 2666'40° E 585.CO' o:��' „�4�: ► EL. 61.5' EL. 46.8 � 7 N Nos 0' AFTERNOON 1 { f tl\ SUNC) EL. 64.6' ,' N 2606'40" EE 300,11BO' i E2_ 53.1' r 4 I i �, V 4 i I iv/ I ti-i M j I i 111 I N I I � h ----- ---- - ---- - -- m � cam-, •�.- BUILDING ENVELOPE � _ ' \ - - -- - - --- - - ------- ---------- - - - --- - -- - - ---- - - - - ' -- - - - -- --- - -- - - --- - •+.a k V NO WELLS '1 I1 OPEN rJ P AC E O `� U R m 2 -►� i 150' ADIUS 1 I rn I l9 A; W ► EASEMENT , I N ' � N G ................. 4 , I , 4,3' SOD GAL(BURIED)PROPANE TANK VERIFY LOCATION IN FIELD i DECK• .3 z.o' I 1 14.0 11 24.9 1 0 1 , b' 4, 0' o' 84.3' 7G.0 1,.9 • - --_ _-_ ___- - - _ -- -- f` I 5.5' 111 iI .. ............... 2STORY 1 X PLU1I/u'BER Cc�?T - - ------ ---- -- -- - - - --- ------ - - - --- - FRAMED 34. 1 HOUSE I CA - GARAGE - ,4 S E M E N T a ! ON LEAD CON IF/CATION ' OPEN S P ,Q G E: !�Z CERTIF/CA TE O O T BEFORE w w CCUP 1� SOLD��R USED/ ANCY � o 9 -�,• ... ;,: - - - I EL. 49. 1 SUPPL Y SYST N WA TER Z 0 - MIDDAI, �� I -- --- -- - -'-- ---- - -SOIL INGENVELOPE $' �� E (, EM'CANNOT W SUN \.� `. ------ - - -/- --- -- - 5 - - -".- --- - S 30°14'49" W 45 40.05' R=1'15.00II S 1.1.80,' U) 52.5 I EED2110OF1%LEAD, ® v� ,p O .21 �•.{ 5T: 1500 GALLON SEPTIC TANK 3 , T �A.' R41��, BASIN ASP(-IALT T' 0' 0 11 LP+8'DIAMETER,8'DEEP LEECHING PObL rhIN 10, I EL XESC EP:EXPANSION POOL J LP •i•,�'JLP _.- .-._._.-,_.----'---.- TELEPHONE\.. I NH1O�-� - -.-.--._._._. '--- RGPOSED-WATERSERVIGE �Z �i] EL, 63.6' �� � -EIOX O"�'� G�� A ",N ' TEST HOLE O ' OCCUPANCY OR USE IS UNLAWFUL � EIL. 52,5'PRO°'05ED LOCA N P Q Q WITHOUT CERTIFICATE T FOR WATER METE ,S 24°01 W 2u A-i 04lk-, I 1b' NI CATCH ,=40.2� OF OCCUPANCY W `CATCH' MORNING ASPHALT BASIN �'' - OOP c ASPHALT SUN V) BASIN - �}TV ^^�.-�..,ROP05ED_WATER_�ERVI�E,_-- -.-.-._._- - _._. ----------------------------.-----.---------------.....__._._._._._----- __ _ . z PLUMB ALL PLUMBING WG COMMON DizIED VE:W,41' E,45E o- - WASTE & WATER LINES NE MANHOLE _ _0 -- TESTING BEFORE COVERING I`I 1 ri SC-TM 1c000--f9-OS-12.1 5r�}2V1G5 \ i SURVEYED BY: _ � : L-,D „�; °" i I I NATHAN TAFT �Z DAT B.P.# �,LJ 6)� 5EPTEMBI=R 26, 2001 NORTH BAVIEW ASSOCIATES � \ N WELLS \ 7 J I ( ; ' EY: WITHIN A -. 150' RADIUS �, . `EI PROPERTY: 60,311.0 60, FT. LOT No. 1 NOTIFY BUILDING ID-EPARTMENT AT \ rsu lNG w`✓� 1j 1`/i.J _ 735-1802 8 AM TO 4 PIM FOR THE NDs HOUSE d GARAGE: 3729,5 50, FT, FOLLOWING INSPECTIONS: 16.2ia) 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE DECK 4 {PORCHES: 1023.3 Sa, FT. 2. ROUGH - FRAMIING & PLUI�-IBiNu� 3. INSULATION 4. FINAL - COiNSTR'UCTION MUST SITE PREPERATION: �P BE COMPLETE FOR O.O. ALL CONSTRUCT ION SHALL MEET THE 1).EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, ao< REQUIREMENTS OF THE CODES OF NEW CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY YORK STATE. NOT' RESPONSIBLE: FOR 0 COMPANIES THAT THE AREA IS CLEAR. a' 4 DESIGN OR CONSTRUCTION ERRORS. z 2).CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES a q •rl O BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST a a4 BE DONE BY HAND. W 3).CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE)FROM THE FOUNDATION. n V A).CUT UP TREES(VERIFY WITH OWNER)AND HAUL THEM AWAY. vv UNDERWRITERS CERTIFICATL CCr Q 8).CHIP BRUSH. n C}.REMOVE STUMPS AND HAUL THEM AWAY. NeRr�BarVIEw -REQUIRED ct RUNOFF � Q P.., 4).RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL SITE PLAN R°AD RETAIN STORM WATER x QUALITY OF THE PROJECT SITE. PURSUANT TO CHAPTER 236 o O 5).WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST-AND THEN REMOVEi OF THE TOWN CODE' Z TO A SAFE LOCATION WITH A FRONT END LOADER. SCALE. 111 - 3O1'O1 Gt O 6). FOUNDATION EXCAVATIONS SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION w BENCH MARK PRIOR TO EXCAVATION. A 7).OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR AWELL- a O DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. CERTIFICATION OF ,� A). IF THE DEPTH OF EXCAVATION IS 6 FEE OR LESS,OVER DIG BY 3-4 FEET. NAILING & CONNECTIONS r"1 8).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED F--�I OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING. REQUIRED. 8). HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). DO NOT PROCEED WITH A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. FRAMING UNTIL SURVEY 9).PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. OF FOUNDATION LOCATION 10). DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION: HAS BEEN APPROVED. : ''� DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS PRACTICAL. MH/MS 11).LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED AREAS WITH SNOW FENCING OR OTHER 41 M, 4� SCALE: 1"=30' BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY �3 � JOB#; TO THE ROOT SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED Feb,uary 11,2009 WHERE VEHICLES ENTER THE JOB SITE. "� j i .�":° SHEET NUMBER: /-L-� WNIS I I'11;', •7••�L�1F- p �yI i,r}ri�lr -,iT:.' 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REVISED 01/14/2009 REVISED 12/19/2008 � ��­�- AmN I 0 I i — __ � � � ­­ __j I -I ]-,-,. ._:�#_ ,______,__ a� 2 " - — - A __ - — - — - — - — - — - ­---.::�_- ----- ­­ w X_ ­ r - - _...- q - — - -/-/----4-, - _­__­___________.____.--;,- =­=.=__. __--___-,---��dq�­__ - - ,._---­.­__­_____.__--_­­­__­��I------_._______--­----I_..______­­u­,­_ ­_____­­1.__­__­_ 1­1 z-777 1=�____­­_____..__1_.._______---------------__,__,__,_____­------­_,..___­_­1­_ .______.__._ I �.---,.-,-,-�,-�.-..-..�l-l.------...��-.�---.-�-.---� -=-­ . I ­1 ­1 11- 7- __�_ ,--,'--I BID SET 02/11/2009_ i I I I I I I " , , ­ ; 1, UJI I "Hi I Lij- - I - . I I = .� I J_1 _11-- I L -J-1, : j --s. ...I 7 L F,I J Tj_1 J I 1- n�F1 I I � 11 - I 11 I I I . � J. 11.11-1 1 I I I I � - , I 1 I L J t-- 1r-� t I 1 — I �� — === - U-1 [ I -1 = .1.1 = I-;-1 - A. 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E T' _'_,:Z;j 41" � j � .....L - - .. ; , - 0 � 1. L - ­�o,-- F I , .. , , -.---- 1_1� J' , t L I L I , L-1 Jjj­ 111 J-J j I J . F- m . - i",e " . 1,1� - I � �,­,�,,�_: & , 1, i I VAM,,-, , I 4, ,,\ 7�,,�,7. 7 = - I - ��l -1 _-9;] _1 I SOUTH ELEVATION "/,.,,,.-A,�,,r, ­4,.4 "I ­,,ft�`14. ' , ALMM11. K l ' | " / / RF VISIONS: REVIEW SET 01/16/2008 REVISED 02/15/2008 REVISED 12/19/2003 REVISED 01/14/2009 BID SET 02/11/2009 1 �tl 24'-11" 2'-51L" 3'-0" 4'-1" 3'-0" 17'-0" 19'-0" 2'-0" 3'-111/5" 1T-0" 3-11/" 2'-016" 2'-01/4 10'-0" 9'-0" ---__.........__._.___ ._ .._ - _-_---. ...2817-BasementWindow. -.___._,__._ __..._.___.._._._ �•�;�+��®•� I p ! G I 14 0 I ° _ I O i • O 1 i LL 2 17 Basement Windo CD ° ^ 3 c • 1-0 2817 Basement Window 2817 Basement Window a 0 1 7 I o• v• o d p d • �• o d p d o- o �• ` V - , d "] ! 4 a �_ •-• In U • 0 1 D 1 o o 4 o a 8'-10" 8'-1U" 0 Ci CVi a V 1 ' "• o d p d • .����pnd, '. P• o d p d °+ o- 0 1,•• r r� o p• o p p o d p d . yr . ?.1"3/4X14 ML GIRDER ; I - d p d d a O (2)1-3/4X14 ML GIRDER i • � (2)1-3/4X14 ML F L.HDR. I 1 1 rr 1 , ' 4X4X1/4 STEEL COLUMN M 4 MASON TO VERIFY FOUNDATION B"THICK w/3'X3'X1'CONC. FTG. >: o ( ) 4 17 4_FOR BII,CO PRIOR TO CONSTRUCTION 1 p- rn ; 2) 1-3/4X14 M 00 _ �o n - d D d ` „ •° .T 4 x Id I � I w irk • - 03 I N H ' I= C = _ ' -- �I .J 1 v M e w n (2) I-3/4X14 Mt.HDR. p =I MECHANICAL ROOM �„ _ N __-' N x, � _ ,, OVER OPENING o N �p CLANI E x _- - ' 1,) Y i 'm v 4 9 .o •• v�C4 ,v �.�n1T'���o i_ co ' O T e o v o v 0•o v'0 . • o , PROVIDE 5/8"TYPE-X FIRE-RATED SHEETROCK I ' , [T� AT CEILING AND AT e " 22'-10v" T-10" " STUD WALLS - 4X4XI/4"TUBE STEEL COLUMN w/ p + o L 2)1-3/4 _ a^ - 3'X3'X1'CONCRETE FOOTING ° ; 60 E , AIR HANDLERS 1 0 0 REINFORCED w/#5 REBAR @14"OC (MINIMUM(3)) (TYPICAL) •----_-- ---- o 1 1 z 1 1 1 11"--, G 12X6 PLATE OVER W10X10 STEEL GIRDER(5.B1"w'X 10.5"d)TUD WALL 1 > ` 1 2X6 PLATiE OVER W1OX30 STEEL GIRDER(5.81"w 10.5"d) 1 1 1 1 f ! v q •'° - . ...... ... w�+��(:1.��„ .�'1..��-.r��.-�r...�.�-.r..�1.� .. i ..��..�rr. ---�'�— i r.��.��..�,;r.r°"'.���--- ram.- — --- a - - - -- e P ST ' POST POST ' POST i POST 1 i ABOVE i ABO\AE ABOVE i ABOVE 1 ABOVE G ---- ---' 11'-OLa `----- -- 11'-0,/e" -- -- -IV-01/a" ------- , I , - v o POD T POST - ' POST I 1 1 I 0 1 1 BOVE 1 1 ABOVE AS Vf I I ABOVE I I ° I 2X6 PLATE OVER WIOX30 STEEL GIRDER(5.81"wIX 10.5"d) I I ' 2X6 PLATE OVER W10X30<--STEEL GIRDER(5.81"w X110.5"d) - p 4X4X1/4"TUBE STEEL COLUMN w/ o a p ' - - - TX3'Xl'CONCRETE FOOTING °° REINFORCED w/#5 REBAR @14"OC , GARAGE g 1 I -' I --- ----- I (MINIMUM(3)) (TYPICAL) Le c: A zc cc 1L I L mI ----- - � � �,� ° )( \ ,l CC ° 1 '- , ---------- 1 4 (2)14 ML 4X4X1/4 STEEL COLUMN FL.H p w/3'X3'Xl'CONC. FTG. ___ L 1 -- o I 1 21h" m 1 1 _ A ,Up I = t 'LEDGER BOARD TO BE FASTENDED T-6"WIDE STAIR 1 1 1 1 TO BUILDING WITH TIMBERLOK® lOT 14R @7-13/16" ; ; ; SELF COUNTERSINKING SCREWS r ° T101", F�E_D BY OLYMPIC MANUFACTURING(2 SCREWS @ 32'O.C.) ° vio ! cJ G• ,� vI a tz )2X8 ACQGIRDERA. N BOARD TO BE FASTENDED ,2$17 Basement�XOindow 1 v v v •� T BUILDING WITH TIMBERLOKO I 1 1 1 11 v SELF-COUNTERSINKING SCREWS d , p 1 ff -------------------- + _....._ _.____....._ _`�,-,__^����"� v�..,,.___• _� _ ___... _. `�� ,c ._ __.. _.•_ _. _.._ .-_ _ ... 'v _. �r o a • D . 4 4 • V ' BY OLYMPIC MANUFACTURING ; 10"X10"CONC.PIER,w/ zc (2 SCREWS @ 32"O.C.) v v a •a v v v o o 2'X2'Xl'-C CONC.FTG. 1 • (MIN.)T BELOW GRADE ON 1 I 2817 Basement Window � UNDISTURBED SOIL(Tl'P.) c I 1'-2"Xl'-2"CONC.PIER w/ , o 2'-2X2'-2Xl'-0 CONC.FTG. ' (MIN.)Y BELOW GRADE ON 1 UNDISTURBED SOIL(iYP.) 3'-2"Xl'-2"CONC.PIER w/ 4-2X2-2X1-O CONC.FTG. , ' (MIN.) T BELOW GRADE ON h _ UNDISTURBED SOIL(TYP.) , o ,- --------- -- •--- - ---- - TO SEPTIC 1 a oc • ' (4)2X8 ACQ GIRDER (4)2X8 ACQ GIRDER ov . •� �I' d •e-1 e 1 1 1 1 ° • C v I I , ti , 1 1 _______..____ sasaarr__.____-.._--c'________r____ti�_=�= a3 25 0" 15'-0" 8'-0" 8'-0" 8'-0" 16'-0" 12'-0" 24'-0" Q O 95'-5v2" LV 1).8"THICK POURED CONCRETE FOUNDATION, 3000 psi.HEIGHT AT 8'-0". 4).PROVIDE 2-2X6 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 OF N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING. FIBERGLASS SILL GASKET. r r".r .,. e. a'�L 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS $1 eO, TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I F-0"OF CORNERS, ���,a W ACTUAL NORTH UNDISTURBED SOIL(MINIMUM 3000f1 CAPACITY). INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A PROJECT NORTH FOUNDATION PLAN MINIMUM 7"1TO SILL PLATES ES W THE CONCRETE.EACH ANCHOR BOLT ARE TO S — N - 3).FOUNDATION SLAB TO BE 4"THICK,3000ps1 CONCRETE ON COMPACTED FILL. BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. a �_' •�`"°��}x;:a � � -' i ^ y - INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING f SCALE. 1/`T11 = L 1'O1 WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE 6).PROVIDE 2-1-3/4X11-7/8 ML FLUSH HEADER OF BASEMENT WINDOWS. `T REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE OPENINGS FOR WINDOWS ARE TO BE BOXED IN WITH 2X ACQ.VERIFY DRAWN: MH I MS AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL OPENING SIZES WITH G.C.PRIOR TO BUILDING FORMS. PROVIDE AREA WELL SCALE: 1/4"=1'-0" JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH 7HE AT EACH WINDOW OPENING. THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL JOB#: SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE Febluary 11,2009 MORE THAN 16 FEET. BLOCKING AT 8'-0"O.C.AND MIDSPAN. SHEET NUMBER: - GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL ROUGH ELECTRIC,PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINA�j MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL.WORK. 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(3)1-3/4X14 ML FL.HDR. —. ___—.— 1 WUHD3226 T STONE APRON w/ 1 ,t 1-4x3-Oxi-4x7.0 ENTRY LH� I � 1 WUHD322 TRENCH DRAIN Z 3-WUDH3226 CD 1 J V \ J 1 Ic I X " COVERED PORCH X yr 5/4X4 MAHOGANY 14X14 HS&G F.G.COLUMN I -M w/CAP&BASE(TYP.) 0 �-+ IN � --- (3)1-3/4X9.1/2 ML w/(2)5/8"STL.FL.PLTS.BOXED-IN HEADER I � -- - - - •.--� O Q.a Ca � Q z'-o" 19'-0" 2'-0" d O 25'-0" Ix 2'-23/a" 2'-2/a" 9'-0" 6'-0° 5'-01, 3'-0" 3'-11 31 32" 4'-0 1 /32" 3'-0" 5'-0" 7'-0" 9'-0" fi'-0" 3'-10" 2'-2" 7'-0" 10'-0" T-0" F�� O 10 O 4'-5+ 15'-0" 8'-0" 8'-0" 8'-0" 16'-0" 12'-0" 24'-0" 01 of M A ------- 8 --- C ------- I F --------' -- ^-' �^I 1).PLATE HEIGHT AT 9'•0"UNLESS OTHERWISE NOTED. 6),ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DMPI-PROTECTION PANELS WITH FASTENING � 2). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. �"' 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 7).ALL MULLS,VERTICAL OR HORIZONTAL,ARE TO BE PROVIDED WITH W ACTUAL NQRTH �I I 2•2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. •`!�:Y 'a ,1 `�00 PLAN 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE PROJECT NORTH S N — BLOCKING AT 8'-0"O.C.AND MIDSPAN. 8). INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 SCALE: 1/4" - 1'-0' LIVING SPACE 3004.1 SQ. FT. AND 2X4 WALLS ATRI3. — L T 5).PROVIDE 3-2XI0 DF#2 HEADERS OVER ALL OPENINGS UNLESS + r ?j •�., I i + ' : NIH/MS E GARAGE 610:.� SQ. F 1 . OTHERWISE NOTED,ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 9).INSULATE CEILINGS WITH R30 INSULATION- $GALE: 1(4"-1'-U. ON EACH SIDE OF OPENING,PROVIDE 3 JACK STUDS ON EACH SIDE FOR 1CA#: PORCHES 3605.8 SQ.FT. MICROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED W/3-1/2"X 1/8" 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. THICK BOX TUBE STEEL.POST, POSTS TO BE SECURELY FASTENED IN February 11,2009 PLACE WITH PLATES AND BOLTS TO STEEL BEAMS. GENERAL CONTRACTOR TO 1COORDINATE MEETING WITH SHEET NUMBER: OWNERS FOR APPROVAL OF ALL ROUGH ELECTRIC,PLUMBING, AND HVAC PRIOR TO INSULATING AND S]1EETROCKING PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN III MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO 1 �� VERIFY ALL WORK. 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BEARIN ALL '"�"'� `o 1Ln ri (3 X8 DF#2 PROVIDE DR (3)2X8 DF#2 HDR. N ATTtC STORAGE ; a4 UNDER WASHER LI 9'-0"CEILING HT. O 1 o ' -- W o '0 '1Ir11}��{II1II ��pp �h I M ah ct S p N 1 f , Q C I , to n n 11'-7" - 5'-6"® n 5D 21'-0" W-8V„ , 1 V z BATH No. 1 EXERCISE ROOM � I O ` (3)2X8 DF#2 HDR. i N 0 THIGH RAILING P. -- -- - (CATHEDRAL CEILING) s DN. f BtAR G�X1ALL ao I o fir- - --- - - --------------- - I ------------ ' 1 CV I I IN /�.. ----- o �5o a l 2XI0 DF#_2 C.) alA 4CC 11 ! 2 71W. /2" 41011 ®� i i in oa f Il I�j OPEN ------- - 1 I oi !! i�ll ! TO ------- - (i-o -- —I I I I BELOW I Il�!' !' l I 1 7 ------ u OFFICES WCM32482W 3'-6" 2'-71/i" !II III jf CI ------ - DRAY CEILING) I i cl I _ f.1.! EDROOM No. 'p N j 9'-0"CEILING HT. � I 1 Q (3)2X10 DF#2 FL.HEADER ; C 2X10 DFF#2 rL HE�DER•i ____ .._�� • .�.� • �� • •�� • •.�. • ••� • I I 1 I 1 I -,� • �� • ��• o •i -�-ram. • �A_ I � I I I 1 I I I j / Xl DF# I gI("Or ---J - ' to L , p 1 , I 1 I I I 1 I / XIn DF# 1 WRT7217 over WCM3660 2W , , WAWN3632 3W WRT7217 over WCM3660 2W I I I I WRT7217 over V(�VCM3660 2W 1 I 1 I I 1 I 1 I I 1 I V.1 I I I 1 1 1 I I I I I I r^] I I I I 9'-0" 9'-0" 9'-6" 9'-6" 9'-0" 9'-0" 12'-0" 12'-01i4" 11'-9" 01 18'-0" � Q 19'-0" 18-00° 12 , 0" 23'-93/4" (t c) 1 E 1 I x � O I I z A -------' B --------' C --------- F ------- D -------' O Q r� •r°•I 1).CEILING HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS r UNLESS OTHERWISE NOTED. �.,,�._ T 2). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. W LOCATION K. 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 ACTUAL NORTH AREA 3).EXTERIOR SHEATHING TO 8E 5/8"THICK FIR CDX PLYWOOD, AND 2X4 WALLS AT R13. FLOORPLAN. PROJECT NORTH FT. �� 2ND. — — S N LIVING G SPACE 192 3.6 S 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 8). INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL ' ° i QOTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK.STUDS SECTIONS TO BE PROVIDED WITH A V AIR SPACE BETWEEN ROOF * .� ,a 9�% SCALE. �/411 — 11_01' E ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR SHEATHING AND INSULATION.ALSO PROVIDE I-1/2"THICK FOAM r ",n 5, �� STDRAG E 862.1 5 FT. MICROLAM HEADERS. INSULATION 1'-O"FROM EXTERIOR WALL PLATE INTO HOUSE ON �'v' �� CATHEDRAL ROOF PARTS. '' y? — 5).ALL EXTERIOR OPENINGS TO HAVE DE51GN-PRESSURE UPGRADES WHERE ''�. •'` APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. >,`1 HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. DRAWN: MH/MS SCALE: 1/4"=11-011 JOB#: February 11,2009 GENERAL CONTRACTOR TO COORDINATE MEETING WITH SHEET NUMBER: OWNERS FOR APPROVAL OF.ALL ROUGH ELECTRIC,PLIJMBING, AND I IVAC PRIOR TO INSULATING AND SI IEETROCKING PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN NMI MANUFACTURER'S WARRANTY i ARRA Y AND SHALL BE INSPECT]D TO VERIFY ALI.,WORK. 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RAFTER 32 ' ' ' 12 ' w/ 3/8" DIA. 1 I I �1 I 1 C 1 I I 4 1 I 1 LAG BOLT w/ Q ' WASHER (TYP.) 32 I 1 1 (X! I , ' •---------------------- --------------------------------------------•------' I CEDAR SHINGLE ROOF INSTALLATION INSTRUCTIONS: y� I I 1). INSTALL SHINGLES PER INSTRUCTIONS BY THE CEDAR SHAKE AND S). BUTTS OF SHINGLES IN THE FIRST COURSE ON ROOF SHIALL PROJECT Q ' __----_ ' SHINGLE BUREAU. 1-1/2" FROM THE EDGE OF ROOF EAVES TO INSURE PROPER SPILL INTO Q GUTTERS AND APPROXIMATELY I" AT GABLE AND RAKE EDGE. 2), THE CONTRACTOR SHALL COVER ALL ROOF SURFACES WITH CERTI-SPLIT 0 SHAKES / CERTI-SAWN SHAKES / CERTIGRADE SHINGLES BEARING THE 10). CERTIGRADE SHINGLES SHALL BE SPACED APART NOT LESS THAN 1/4", CEDAR SHAKE 4 SHINGLE BUREAU'S OFFICIAL GRADE MARKED LABEL, NOR MORE THAN 3/8 3), USE 18" RED CEDAR 01 PERFECTIONS. 3:12-4:12 PITCH: MAX EXPOSURE 11). ALL SHINGLE HIPS AND RIDGES SHALL BE OF ALTERNATE OVERLAP V W TO BE 4-114". 4:12 + PITCH: MAX EXPOSURE TO BE 5-1/2". TYPE APPLIED AT THE SAME EXPOSURE AS FIELD OF ROOF AND WITH c Q NAILS LONG ENOUGH TO PENETRATE INTO SHEATHING AT LEAST 3/4". ;--4 d W ACTUAL NORTH 4). INSTALL SHINGLES OVER SOLID SHEATHING PER CODE REQUIREMENTS. �-� ROOF PLAN USE 5/8" THICK (MIN.) APA RATED FIR COX SHEATHING. 12). SHINGLES EXTENDING INTO THE VALLEY SHALL BE SAUJED TO THE V1 x H S N PROJECT NORTH PROPER MITER. DO NOT LAY SHINGLES WITH GRAIN PARALLEL WITH O i i 5). CONTRACTOR SHALL APPLY ICE 4 WATER BARRIER ALONG PERIMETER, THE CENTERLINE OF VALLEYS. ALL VALLEYS SHALL BE INSTALLED 2x10 RR SCALE. 1/4111 = 11'O� E VALLEYS AND HIPS. INSTALL TYPE 30 FELT UNDERLAYMENT. WITH SHINGLES LAPPING THE VALLEY FLASHING NOT LESS THAN T' Z `T ON EACH SIDE, ON ROOFS WITH LESS THAN 6:12 SLOPE, FLASHINGct 6), USE LEAD-COATED COPPER FOR MASONRY CHIMNEY FLASHING. CHIMNEY SHOULD EXTEND 11" ON EACH SIDE. USE LEAD COATED COPPER OVER CJ FLASHING SHALL EXTEND UP THE CHIMNEY TO A HEIGHT NOT LESS THAN ICE 4 WATER BARRIER. SHEETS SHALL BE CENTER-CRIMPED: OF 20" c M 3", UP THE ROOF SLOPE TO A POINT EQUAL IN HEIGHT TO THE FLASHING MINIMUM WIDTH. A�6 IX2 w/ IX8 ON THE CHIMNEY BUT NEVER LESS THAN 1-1/2 TIMES THE SHINGLE O VFR ATEX EXPOSURE. (ALL METAL FLASHINGS SHOULD BE PAINTED), APRON 13). NAILS SHALL BE DRIVEN FLUSH BUT NOT SO THAT THE HEAD CRUSHES ROOF COUNTER FLASHING SHALL EXTEND TO WITHIN i" OF THE SURFACE OF THE WOOD. THEY SHALL BE PLACED APPROXIMATEILY 3/4" TO 1" FROM LEAD COATED COPPER ROOFING THE FINISHED ROOF, WHERE SADDLES OR CRICKETS ARE FORMED IN THE SIDE EDGES OD THE SHINGLES AND APPROXIMATELY 1-1/2" ABOVE HOUSEICE 4 WATER BARRIER UNDERLAYMENT 2X4 EXTERIO 1/2" AC EXTERIOR GRADE SHEATHING BACKS OF CHIMNEYS, CURVES OR SIMILAR VERTICAL SURFACES, THEY THE BUTT LINE OF THE FOLLOWING COURSE. SHALL BE CARRIED NOT LESS THAN 10" UNDER THE SHINGLES. STEP WAL (FLASH UP SIDE WALL 24" TYP.) • , �.�ti 1s,, VENT IX6 E4CB T4G - I/a":12" PItcH _ FLASHING SHALL BE USED WHERE VERTICAL SURFACES OCCUR IN 14), EACH SHINGLE SHALL BE SECURED WITH TWO FULL-DRIV CONNECTION WITH SLOPES. DORMER FLASHINGS SHALL RUN 3" UP STEEL FASTENERS (TYPE 304 OR 316). VERSATEX 2X6 DF•2 elro" C UNDER THE SHEATHING PAPER AND 3 HORIZONTALLY. WINDOW CAPS ADJUST SOFFIT DEPTHS AND OTHER PROJECTIONS AT POINTS WHERE RAIN WATER ACCUMULATES 15). CONTRACTOR MAY USE STAPLES AS ALTERNATIVE1.O,'� 1La., T.# L � )+�• �� X6 LEDGER IBID. � �, �.,� � ,, FOR HEIGHTS TO MATCH �� MUST BE PROVIDED WITH FLASHINGS. SOIL PIPES: METAL SHALL EXTEND BE STAINLESS STEEL (TYPE 304 OR 316J. MINIMUI l WNW .'AEt��+ a �'- �r ITI2X4 KNEE WA NO LESS THAN 6" IN ALL DIRECTIONS AND SHALL BE INSTALLED TO LAP -1/16" HORIZONTAL, MAXIMUM 314" HORIZONTAL. St LEe'l 1 N`1N1 EXT, WALL AND SHED WATER TO THE SHINGLES BELOW. PROVIDE FLASHING ALONG THE SAME LOCATION AS NAILS RELATIVE TO THE SL S Ai .�r �v EAVES (TYPICAL). OVERLAPPING BUTT LINE. STAPLES SHOULD BE LN . 6OFFIT PENETRATE INTO THE SHEATHING AT LEAST 314" Cl; '91. `.THEWAROOF U. TACK DOWN CEDAR BREATHER. ONE TACK (OR NAIL) APPROXIMATELY EVERY THROUGH AND DRIVEN FLUSH WITH THE SURFACE OF DETAIL 3 SQUARE FEET IS ADEQUATE. INSTALL WITH DIMPLES DOWN TO PRESENT DRAWN: MH J MS SG : 3/,f = rO f=OC<ET THE FLAT SIDE AS THE NAILING SURFACE. DO NOT LAP LAYERS OF CEDAR 16), CONTRACTOR TO VERIFY AND INSTALL ADEQUATE VENTILATION. VENTS SCALE: 1/4"=l'-0" 't N,T.6. BREATHER. EACH COURSE SHOULD BUTT AGAINST PREVIOUS COURSE. WORK SHOULD BE PROVIDED AT SOFFITS (EAVES) AS WELL AS AT GABLE ENDS, JOB#: FROM FASCIA TO RIDGE WHILE INSTALLING SHINGLES TO AVOID WALKING ON ROOFS BY USING ATTIC ROOF VENTILATION OR PREFERABLY THE February 11,2009 DIRECTLY ON CEDAR BREATHER. DO NOT INSTALL ON WET OR DAMP SURFACE. RIDGE LINES WITH CROSS VENTILATION DESIRABLE. (SEE DRAINAGE SHEET NUMBER: PLAN FOR MINIMUM VENT REQUIREMENTS). 8). SHINGLES SHALL BE AT LEAST DOUBLED AT ALL EAVES. II � I REVISIONS: REVIEW SET 01/16/2008 INSULATION: REVISED 02/15/2008 RIDGE REVISED 12/19/2008 - VENT 1ST. & 2ND. FLOORS: R38 REVISED 01/14/2009 BID SET 02/11/2009 ^ }.� `,.7.'` CATHEDRAL & FLAT CEILINGS: R30 1-3/4X14 � 2X6 EXTERIOR WALLS: R19 ML RIDGE r T I :'.:,:, ___.__v_.__..__._�._.__._�._ .._._.__---w�_ _-'_-_ � _.�: = aFz� 2X4 INTERIOR WALLS: R13 _.. . _.o -X11 1-3/47/ -..,.-> __ _ ____.._____.. .y_._._-..._�_......--- RIDGE VENT _1 . -1_ I 1. _1. , i �. __.. T ML IDGE - -3/4X11-7/8 ML RIDGE ^'--- .C_ 7_I LT_. t___a _ _�.I_ ;`_r ___._.____ =___: ___:�--_m - _._.�____. :'_.� 2X6 INTERIOR:WALLS: RI ��. F.- °L' 6 -�'-..�•, - - _ - - '� 2X10 DF#2 CJ @16"OC s.,e�► _ _ ----- ---- - �- - I ZX100F# -- _ ::.____ ���3)2X10DF#2 ®�i ®-* t. L- 2X10 DF#2 CJ @16"OC LUSH HEADER _ - -- ' ij y , _ _w .:; :.:. n _. o -L _.._._A. ____-_._.,-----�_ o �` „ // /// - , "OC�_._. 16� _.r.-. _ ------ -"------- - -l _ . 2X10 DF#2 CJ 1�___.� .1 _.L._..-�r_TI..___ ® ® =V__ ,•< _. : `'=:.„:. �' i� i� /cc BUILD 2X10 FALSE RAFTERS TO MATCH IN CONSERVATORY J[g3 1 PROVIDE SOLID_ - »..._.__ I_ BLKG.UNDER WALL PROVID 571 0 .�W= v:_ . .,;b _....-v. __.•-.....,_..__- I-i - SEAT 3/4"SUBFLOOR � BLKG.U DE -- - - >L_ i._�......_I iJ.•.- I-- WALL _. ------_.__._ � m .<.............,..._-:�.....__.... � _� Ste. _- .. 14"TJISbO WOOD-1 FJ @16O C _m-_--- DBL 14"TJ1560'-WOOD-1 F1 @16"OC h 2X8 CJ 16"OC le t U (3)1-3/4X9-1/2 ML(BOXED IN) ° � �'- -" --J--" o i� LT-I Ffl1_11.�..T_J .__L, - - - -�. 3/4"SUBFLOOR 1 1' . 1 TJ .._..,L-.i i_ ( 14"TJ1560 WOOD-1 FJ @16"OC 5 4X4 MAH.DECKING i- L__� � MAMMA14"TJ1560 WOOD-1 FJ @16"OC �-' (GRADE e C (GRADE) 2X8 ACQ 16"OC r- r T T - °,y (2)2X6 ACQ SILL PLATE 2X6 PLATE OVER - e`a - - - - t' „✓ ti y,,'•,' ,,y^\, ,, D WIOX30 STEEL GIRDER COP-R-TEX TERMITE SHIELD ..- • a PROVIDE8"PC FOUNDATION FOAM/F.G.SILL SEAL a.a ' !??'..:. GIRDER BLKG.UNDER aa' W p 2X6 PLATE OVER ° o, W10X30 STEEL BEAM ® WALL u w DAMPPROOF EXTERIOR .c D w 0 10"X10"CONC.PIER e 24"X24"X12" . . '.! 4X4XI/4 STEEL CONC FTG 1 D. ® COLUMN , P, 8"PC FOUNDATION '14 da pa DAMPPROOF EXT. ® ;P 4"CONCRETE SLAB e D d; 4"CONC.SLAB d. A.' 4 Vq O a •. • a •. • • • •. • •. ° ------- ------- -• ,.o.d0 � .d � '-~ - - - - �- ------------- •� y• . .• .d y. . r• .d� A ` of • A v •------------------ -•e{ •v•• - o{ 1'0• -------- ---------± 16"X8"CONC.FTG• SECTION A-A U 16"X8"CONC. FTG. 2X4 KEYWAY 3'X3'Xl'CONC. FTG. (X4 KEYWAY W REINFORCED w/ #5 REBAR @ 14"OC (2)#5 REBAR " - 1 11 O Q (2)#5 REBAR SCALE: 1/4 - 1 -0 r�� z SECTION F F RIDGE 2'-0" o .. VENT (MIN. ^ SCALE: 1/4" = 11-011 RIDGE VENT 1-3/4X14 1-3/4X11-7/8 ML RIDGE ML RIDGE 2X CONTINUOUS EX411,%COFFERED CEILING DETAIL NAILER 2X6 CONTINUOUS NAILER 5/4"CONTINUOUS T CEILING FURRING STRIP SCALE: 1-1/2" = V-0" 5 1/4"SPRUNG CROWN CEILING nElm- NOTE: 3/4"CONTINUOUS PLYWOOD - - 2X10 DF#2 CJ 1 ' 1).TRIM WORK TO BE POPLAR IF PAINTED SUPPORT STRIPS 8.. 8, - - _ - @ 6'OC ' 2X10 DF#2 CJ @16"OC &CHERRY IF STAINED. 5-1/4"SPRUNG CROWN 2). DO NOT SPLICE. 3).TRIM TO BE NAILED EVERY 16 INCHES WITH 1X BOTTOM TRIM 3-1/2" 1X SIDE TRIM W/3/8"BEAD 1X SIDE TRIM W/3/8"BEAD 3/4"CONTINUOUS PLYWOOD 16-GAUGE FINISH NAILS.NAIL HOLES TO &CHAMFER: &CHAMFER. IX BOTTOM TRIM SUPPORT STRIPS r FILLED IN WITH SOFT,RUB-IN-TYPE PUTTY. INSTALL WITH A 3/8"REVEAL INSTALL WITH A 3/8"REVEAL o ® ® 1 4).MITER CORNERS.GLUE AND FASTEN CORNER BELOW BOTTOM TRIM BELOW BOTTOM TRIM ro _ JOINTS WITH FINISH NAILS. i WAL 3/4"SUBFLOOR N (3)1-3/4XI4 ML FL.HDR. r 14"TJ1560 WOOD-1 FJ @16"OC EEDAR SHINGLE ROOF INSTALLATION INSTRUCTIONS: CEDAR SHINGLE SIDEWALL INSTALLATION INSTRUCTIONS 2X8 DF#2 C1 @16"oc (3)1-3/4X14 (3)1-3/4X14 O C R ON ML FL.HDR. ML HEADER 1).INSTALL SHINGLES PER INSTRUCTFIONS BY THE CEDAR SHAKE AND 9).BUTTS OF SHINGLES IN THE FIRST COURSE ON ROOF SHALL PROJECT 1)INSTALL SHINGLES PER INSTALLATION INSTRUCTIONS BY THE CEDAR SHAKE AND COFFERED SHINGLE BUREAU. (( 5/8 S 9-1/2.P w/ SHINGLE BUREAU. 1-1/2"FROM THE EDGE OF ROOF EAVES TO INSURE PROPER SPILL INTO i i (2)5/8 STL.F.L.PLT, ® ® �j j %/ CEILING GUTTERS AND APPROXIMATELY 1'AT GABLE AND RAKE EDGE. 2).THE C0114TRACTOP SHALL COVEER ALL ROOF SURFACES WITH CERTI-SPLIT 2).THE CONTRACTOR SHALL COVER ALL EXTERIOR WALL SURFACES WITH CERTI- 6X6 ACQ POST ; ; - //� // Q� '� -' SHAKES/CERTI-SAWN SHAKES/CCERTIGRADE SHINGLES BEARING THE 10).CERTIGRADE SHINGLES SHALL BE SPACED APART NOT LESS THAN 114", LABEL WESTERN CEDAR SHINGLES OR SHAKES BEARING THE CEDAR SHAKE AND 0 INSIDE 1014 ® _ _ (� rW 7 CEDAR SHAKE&SHINGLE BUREAW'S OFFICIAL GRADE MARKED LABEL. NOR MORE THAN 3/8". SHINGLE BUREAU'S OFFICIAL GRADE MARKED LABEL. F.G.COLUMN ANCHORED TO 3)-USE 18"RED CEDAR#1 PERFECTIONS. 3:12-4:12 PITCH;MAX EXPOSURE 11).ALL SHINGLE HIPS AND RIDGES SHALL BE OF ALTERNATE OVERLAP 3).USE 18"#1 R&R SANDED,CERTIGROOVE RED CEDAR SHINGLES.EXPOSURE TO BE CONC.PIER i i _ Qr � ct TO BE 4.1/4".4:12+PITCH; MAX EXPOSURE TO BE 5-1/2". TYPE APPLIED AT THE SAME EXPOSURE AS FIELD OF ROOF AND WITH AT 5-1/2"EXPOSURE. NAILS LONG ENOUGH TO PENETRATE INTO SHEATHING AT LEAST 3/4". ® ® V 1 x 4).INSTALL SHINGLES OVER SOLID SEHEATHING PER CODE REQUIREMENTS. 4).SHINGLES SHALL BE DOUBLED(OR TRIPLED)AT FOUNDATION LINES. USE 5/8"THICK(MIN.)APA RATEED FIR CDX SHEATHING. 12).SHINGLES EXTENDING INTO THE VALLEY SHALL BE SAWED TO THE PROPER MITER.DO NOT LAY SHINGLES WITH GRAIN PARALLEL WITH 5).SHINGLES SHALL BE SPACED APART 1/8"TO 1/4". ® ® ton 5).CONTRACTOR SHALL APPLY ICE!&WATER BARRIER ALONG PERIMETER, THE CENTERLINE OF VALLEYS.ALL VALLEYS SHALL BE INSTALLED - _ _ - 3/4"SUBFLOOR � VALLEYS AND HIPS.INSTALL TYPE:30 FELT UNDERLAYMENT. WITH SHINGLES LAPPING THE VALLEY FLASHING NOT LESS THAN 7" 6).JOINTS OF SHINGLES IN ANY ONE COURSE SHALL BE OFFSET NOT LESS THAN ( ) ) ( O ON EACH SIDE.ON ROOFS WITH LESS THAN 6:12 SLOPE,FLASHING 1-1/2"FROM THE JOINTS OF ADJACENT COURSES. ' ' 2X8 ACQ DJ @16"OC 14"TJ1560 WOOD-I FJI6"OC m 6).USE LEAD-COATED COPPER FOR I MASONRY CHIMNEY FLASHING.CHIMNEY SHOULD EXTEND 11"ON EACH SIDE.USE LEAD COATED COPPER OVER - - - - (4)2X8 ACQ FLASHING SHALL EXTEND UP THEE CHIMNEY TO A HEIGHT NOT LESS THAN ICE&WATER BARRIER.SHEETS SHALL BE CENTER-CRIMPED;OF 20" 7).CONTRACTOR SHALL USE TYPE 30 FELT UNDERLAYMENT OVER SHEATHING. (GRADE °�'•D GIRDER o°D 2X6 PLATE OVER a° (GRADE) 3",UP THE ROOF SLOPE TO A POANT EQUAL IN HEIGHT TO THE FLASHING MINIMUM WIDTH. WIOX30 STEEL GIRDER o D ) C ON THE CHIMNEY BUT NEVER LEESS THAN 1-1/2 TIMES THE SHINGLE 8).INSTALL HOME SLICKER VENTILATING AND SELF-DRAINING RAINSCREEN BY 1'2X1'2 EXPOSURE. (ALL METAL FLASHINJGS SHOULD BE PAINTED).APRON 13).NAILS SHALL BE DRIVEN FLUSH BUT NOT SO THAT THE HEAD CRUSHES BENJAMIN OBDYKE OVER FELT.APPLY PER MANUFACTURER'S INSTRUCTIONS. CONC. ap'°+ D• - (2)2X6 ACQ SILL PLATE °Dqa COUNTER FLASHING SHALL EXTEND TO WITHIN 1"OF THE SURFACE OF THE WOOD,THEY SHALL BE PLACED APPROXIMATELY 3/4"TO 1"FROM INSTALL AFTER WINDOWS ARE PROPERLY INSTALLED AND FLASHED.BUTT PIER o �, a;, COP-R-TEX TERMITE SHIELD V °•P� THE FIN(SHED ROOF.WHERE SAEDDLES OR CRICKETS ARE FORMED IN THE SIDE EDGES OD THE SHINGLES AND APPROXIMATELY 1-1/2"ABOVE EDGES OF NEW ROLLS OR NEW COURSES TOGETHER-DO NOT OVERLAP LAYERS , "� ,a FOAM/F.G.SILL SEAL ® ® e°d BACKS OF CHIMNEYS,CURVES OIR SIMILAR VERTICAL SURFACES,THEY THE BUTT LINE OF THE FOLLOWING COURSE. OF HOME SLICKER.COVER ENTIRE WALL SURFACE WHEREVER SIDING MATERIALS o p 4° 4 0 0 SHALL BE CARRIED NOT LESS THAN 10"UNDER THE SHINGLES.STEP WILL BE INSTALLED.SIDING MUST BE INSTALLED WITHIN 30 DAYS OF PRODUCT o �< F ® l ® d40 2'-2"X2'-2"Xl' °; 8"PC FOUNDATION FLASHING SHALL BE USED WHEREE VERTICAL SURFACES OCCUR IN 14). EACH SHINGLE SHALL BE SECURED WITH TWO FULL-DRIVEN,STAINLESS- INSTALLATION PER MANUFACTURER'S INSTRUCTIONS. i o p 4X4X1/4 00 CONCRETE FTG. TUBE STEEL ® ;°q DAMPPROOF EXTERIOR CONNECTION WITH SLOPES.DORMER FLASHINGS SHALL RUN 3"UP STEEL FASTENERS(TYPE 304 OR 316). °v ' UNDER THE SHEATHING PAPER AND 3"HORIZONTALLY.WINDOW CAPS 9). FASTENERS SHOULD BE LONG ENOUGH TO PENETRATE INTO THE SHEATHING AT D•• COLUMN u„ AND OTHER PROJECTIONS AT POINTS WHERE RAIN WATER ACCUMULATES 15).CONTRACTOR MAY USE STAPLES AS ALTERNATIVE TO NAILS.STAPLES LEAST 3/4"OR ALL THE WAY THROUGH AND DRIVEN FLUSH WITH THE SURFACE y MUST BE:PROVIDED WITH FLASHIINGS.SOIL PIPES:METAL SHALL EXTEND BE STAINLESS STEEL(TYPE 304 OR 316).MINIMUM CROWN SHALL BE OF THE SHINGLE.IN ALL APPLICATIONS,STAPLES SHALL BE CONCEALED BY THE d NO LESS THAN 6"IN ALL DIRECTIONS AND SHALL BE INSTALLED TO LAP 7/16"HORIZONTAL,MAXIMUM 3/4"HORIZONTAL.STAPLES DRIVEN IN COURSE ABOVE.FASTENERS SHALL BE STAINLESS STEEL(TYPE 304 OR 316). >o ® ® `n p AND SHED WATER TO THE SHINGLES BELOW.PROVIDE FLASHING ALONG THE SAME LOCATION AS NAILS RELATIVE TO THE SIDES AND �' d'4 EAVES(TYPICAL). OVERLAPPING BUTT LINE,STAPLES SHOULD BE LONG ENOUGH TO 10).USE GRACE V40 SELF-ADHESIVE FLASHING(OR APPROVED EQUAL) FOR ALL ° PENETRATE INTO THE SHEATHING AT LEAST 3/4"OR ALL THE WAY WINDOW AND DOOR OPENINGS. - _ _ _ ° a a > •• ., •• , ,• > •• ., •• , ,, , ,, D 5�,�= � '"a 4"CONCRETE SLAB 7).TACK DOWN CEDAR BREATHER. ONE TACK(OR NAIL)APPROXIMATELY EVERY THROUGH AND DRIVEN FLUSH WITH THE SURFACE OF THE SHINGLE. '`'A y` °o °'. d A y °o• d e t,"` 4 t + e p'vs'• > -.>1 !•vd� s e.1 1 !'vde • !. �. 'Q, I�' t na• . 3 SQUARE FEET IS ADEQUATE.INSTALL WITH DIMPLES DOWN TO PRESENT vo o° c Vd� �.+�.+ ' . w_�, DRAWN: MH/MS THE FLAT SIDE AS THE NAILING SIURFACE.DO NOT LAP LAYERS OF CEDAR 16).CONTRACTOR TO VERIFY AND INSTALL ADEQUATE VENTILATION.VENTS 3'X3'XI'CONC.FOOTING 16"X'S"CONC FY �c a SCALE: 1/4"=1'-O" BREATHER. EACH COURSE SHOUILD BUTT AGAINST PREVIOUS COURSE.WORK SHOULD BE PROVIDED AT SOFFITS(EAVES)AS WELL AS AT GABLE ENDS, REINFORCED WITH 2'X4 KEk1Ar.i. �aa� JOB#: FROM FASCIA TO RIDGE WHILE IIN5TALLING SHINGLES TO AVOID WALKING ON ROOFS BY USING ATTIC ROOF VENTILATION OR PREFERABLY THE (3)#5 REBAR (2)#5 IEBA 6f DIRECTLY ON CEDAR BREATHER.,DO NOT INSTALL ON WET OR DAMP SURFACE. RIDGE LINES WITH CROSS VENTILATION DESIRABLE. (SEE DRAINAGE �' t se Febivaly 11,2009 PLAN FOR MINIMUM VENT REQUIREMENTS). SHEET NUMBER: 8).SHINGLES SHALL BE AT LEAST DOIUBLED AT ALL EAVES. SECTION B-B Am" A�7 SCALE: 1/4" = 1 -01� II REVISIONS: REVIEW SET 01/16/2008 REVISED 02/15/2008 REVISED 12/19/2008 REVISED 01/14/2009 BID SET 02/11/2009 RIDGE �1 _ VENT J1=_I fir- fie'= �l—I JI- i _�IC—.=fir�--'r-=Jts-;)[--I�---"-" wamalmlxr 1 4 MLL RIDGE ,�, '�' RIDGE VENTR -==-" -- - -------- ----_ —_-- NV e rAp 1-3/011-7/6 ML RIDGE ( r� , �` r ��) ��-' , 2XIO CJ @16"Oc LIGHT SKY _ 2X10 CJ @16"OC OPENING — — (3)2X10 DF#2 FL.HDMR. --- -------_--—��— _ P•i 171 N 3/4"SWBFLOOR ?Rq - iL 14'T11560 WOOD-1 F1 @16"OC - ��- (3) 1-3/4X14 ' ML FL.HDR. ) c c., n - `^� U 3/4"SUBFLOOR _ — - - — -- T 14"TJ1560 WOOD-1 FJ @16"OC U �,.������,�i�,�i'�i_'�:^: 2X6 PLATE OVER P=l WIOX30 STEEL_GIRDER r 4 G (2)2X6 ACQ SILI. PLATE C P-R-TEX TERMITE SHIELD °tl b; FOAM/F.G.SILL SEAL o', ° ::D} 8"PC FOUNDATION XI/4 DAMPPROOF EXTERIOR °,0 4X41/4 STEEL COLUMN ,. 4"CONCRETE SLAB (;) .° d D .]. D.• d. —l_ _d n - 9 4'c0` C° C'•'da p° l> CdP C. cAa — 16"X8"CONC. FTG. 36X36X12 CONCRETE FOOTING 2X4 KEYWAY REINFORCED WITH(3)#5 REBAR (2) #5 REBAR SEC.TION C-C �- SCALE: 1/4 = V-011 RIDGE VENT ��® RIDGE VENT - 1-3/4XI4 ML RIDGE -' - 2X1 DF# ---_-- RR 16110 RIDGE VENT - ) t) ^t ) li ) ) ) i l} � r ( �( r ( f ` O ( � 11.3/4X11-7/8 ML RIDGE ( -� - 2X10 Df#2 CJ @16"OC ( ( 7 ( ( �) -) ( ("-� > ROOF VENT 3"0 ROOF VENT 3"O ROOF VENT 3 3 1 1/4 3 —= 1 114 1 1/2 1 114 1 1/4 1 114 1 1/2 1 1/4 1 1/4, 1 1/4 1 1/2 1 1/4 1 1/4 _. s (2)1-3/4X14 ML w/ " LAV, LAV. LAV. `_ ---- 3/4"STEEL FL,PLT. W.C. W M W.C. W.C. LAB LAV, U� -- ---— F SHO ER SHOWER SHO�dER SHO ER LUSH HEADER — __ - OR ATH OR BATH OR BATH OR BATH 3/4"SUBFLOOR 3/4"SUBFLOOR — — 14"TJ1560 WOOD-1 FJ e,16"OC 3 ) ) ) ) ) ) 1 14 TJ1560 WOOD-1 FJ @16'OC { ) l } tic ) ( , � ) C ) (. ) ( } � ( 1 ) ( ) ) ( ) C ) { ) ) ( ) ) { ) jO) � 2 3 1112 11/4 11/4 3 2 3 , eC - -- — _ C.O. 1 1/4 C.O. C.O. 2 2 C.O. I� - 1 114 1 1/4 •1"'"� 4:>3 --------.- W — 1 1/4 1 1!4 61112 �- �� SINK LAV W.C. . 3„ O cn — - - - Kw. 3/4"SUBFLOOR �� M 2 3 ) tT t )�l`�` ) 14"TJ1560 WOOD-1 FJ @16"OC ) ( ) l ) �) ) I l ( ) ( C.O. 1114 3 p 4"CONCRETE SLAB �— O (2)2X6 ACQ SILL PLATE COP-R-TEX TERMITE SHIELD 4 � �•�Da ° �; �. FOAM/F.G.SILL SEAL "+o — „a 4"C.I. 1 TO APROVED a a. SLOPE" 1/4" PER FOOT PITCH TO DRAIN HOUSE SEPTIC SYSTEM o 8"PC FOUNDATION TRAP DAMPPROOF EXTERIOR P LUM B I N G' '?` C H E M AT I C � J.° n '.ff a�' �: �:f1♦ w�t °,'• n — DRAWN: MH/MS t 4"CONCRETE SIAd UQ N.T.S."Tt J• a ld�! v +.i<. *'f }� ', JOB 1/4"=V-0„ i `'------..___-__ __--'---,_----------------------`---__--_--_--- _--'_---_•-------_TILL e'tiD�r. JOB hj --- �-----------------------------------------------1� A LAC J - x � � ,% �+ .J•J.� �Y March 24,2009 <j- ¢ r SHEE"i NUMBER: � . g� ------- --- - - l6"X8"CtONC.FTG 4� N� .�4"r, 2X4 KEYWAY I (2)#55 REBARE f'*' I +` ft %..,-rON D--D -- — amp �01 I � SCALE: 1/4I I = 1 -0n 'I i - REVISIONS: REVIEW SET 01/16/2008 REVISED 02/15/2008 REVISED 12/19/2008 REVISED 01/14/2009 BID SET 02/11/2009 2-OII 00 (MIN.) RIDGzE VENT I-3/4X14 ML RIDGE 1-3/4X14 ML RIDGE RIDGE V NT I " (3) 1-3/4XS-1/2 ML VALLEY ? 2X1 DR 1-3/4X11-1V8 ML RIDGE I-3/4X14 k/O��*� Y yam♦ ML RIDGERR R +,fir •� /mod 2XI0 DF"2 CJ giro"OG Q l A , , 11r I cTEEr '^ AL )AIRQ IR" ) r� r ,c r� ? � r)�( 1 r?, r' r? F r — r (1, ��r r ) r 11R, AT r� > ) r ) 2X10 DF"2 CJ giro"OC CATHEDRAL ® ® ® ® CEIL ® ® ® - N U m 7 m r — > > 3/4" SUBFLOOR ? ) ( > > ( > ( ) > ) > 3/4)" SUE3FLOOR r� �C u — 14" TJI560 WOOD-I FJ �+16"OC � 14" TJI5ro0 WOOD-I FJ giro"dC � (2) I-3/4X14 ML w/ " 3/4" STL. FL. PLT. - l2) I-3/4XI4 ML w/ g 3/4" STL, FL. PLT, FLUSH HEADER E: FLUSH HEADER 4 �_—,�..8,"_�P C—�4-� ®®®®,�I'/I Il//l•I��va�,_'Qe LL 4PD v v D n,°.aaa a oV°De 44 40<I`Gl�J II I'II'II��I�Il I!� iII III�I�I(I1I I�•c�I v��I�II II I Jr>1 vp/III�n.((e//1/'/rj'I L I/i(I�/�I`1//'lII I\(�j��II,\J I'I I,I�I1/l)/I/—i1(/,1- III�J�(I II I !!III / �I RI GEIh R lO0QoA1®Q I T.I E 14" DIA, BHEETRdG I/ K COLUMN ON WALLS t CEILING 3/4" SURFLOOR r U , A6 o1� 1c) Ll6L-d L� UL 14" TI560 WOOD-I FJ 616"OC 4" CONCRETE SLAB 2X6 PLAT DIVER WI X3O STEEL CzIRDE2X6 PLATE OVER WIOX30 STEEL GIRD (2) 2X6 ACQ BILL PLAT`, COP-R-TEX TERMITE SHIE FOAM F.G. SILL SEAL . ` �IIII o 4. d FOUNDATIO D 4X4X1/4 IDAMPROOF EXTERI � STEEL COLUMN 4.4 'L 4 4 CONCRETE BLAB 4 CONCRETE SLAB -------- nD D v`v.n N � '4D . o. 7 -- ---——--------------—-———------'—_—-——_—___—_—_—__—__——_______—__—_ _ f—__—z__------;_'—`——_—____—_——_— ————————————————————————- - —---------- — ---—---—-----———--------- —---- --_ 16'X8" CONC, FTC,, 36X3(oX12 CONC. FTC%, 2X4 KEYWAY w/ (3) 05 REBAR (2) 05 REBAR SECTION E-E. SCALE: 1/4" = V-0" 24"OC 4" It It //I I/ I/ t I I#10 STAINLESS STEEL OR GALVANIZED WOOD SCREWS W/ WASHERS @ 12"O.C. 12"oc 12°O.C. 12" 3/4"APA PLYWOOD SHEATHING 1/2"APA RATED SHEATHING GRADE TTVOOD 1I (AERNA NE 7/16"O.S.B.) I 1/2"APA RATED SHEATHING I GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) 2X4 DF#2 STUDS t #10 STAINLESS STEEL OR GALVANIZED WOOD SCREWS W/ IIIIII c�UOv.-qt WASHERS @ 12"O.C. I o0 ,OQ0.ZcQ0.W(OQyY�� �4 WINDOW SILL #10 STAINLESS STEEL OR GALVANIZED WOOD SCREWS W/ (LESS THAN 4'-OX8- ] OU1FWI7�OUZ[WO ZQ" 0° OPENING) WASHERS @ 12"O.C. oll MULTIPLE PLYWOOD ASSEMBLIES TYPICAL DOOR OPENING 2-2X4 DF#2 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL (LESS THAN 4'-0X8'--0" OPENING) OR GALVINIZED BOLTS W/WASHERS AND NUTS @ 2'-0"O.C. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL TYPICAL MULTIPLE OPENINGS ;�' �.b} DRAW N: MH/M Sv(MORE THAN 4 OX8 0„ OPENING) AS PER TABLE 1609.1,4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) , SCALE: 1/4"=1-0" JOB#:WINDBORNE DEBRIS PROTECTION FASTENIN SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" February 23,2009AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO SHEET NUMBER: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 ' 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. F D II REVISIONS: REVIEW SET 01/16/2008 REVISED 02/15/2008 REVISED 12/19/2008 REVISED 01/14/2009 BID SET 02/il/2009 No �,�®® 4W . lit IN A A-136.2 Q.FT. A EA 136. 8 ' FT. MIN.VENTING 1.0 60. HI VENTIN 1,C 60,FT. MAI AGE 22. GU,FT, DR NAGE-22 B GU.FT. AR :11.1 6Q. MIN. E TING .5 5Q.FT, D RAI AG 12, GU,FT. C7 e-i rl H AREA 132.1 S .FT. REA.12.1 SQ.FT. MIN.V NTING 0.9 5 FT. IN.VE TING .9 8Q FT. DRAIN GE:22'CU.F. RAINA E 22.1 DU.FT N a cr, to to AR A: 49,1 6Q.F. nIN VeENTI G:0.3 5Q,FT DR IN GAGE 8.3 FT. O AR :182.2 5 .FT. EA: 49 SQ.FT. MIN, NTING. SQ.FT. IN.v ING:0.3 a.FT. DRAIN GE,30, G FT, DRA1N� �E 8.3 FT, A A:914, 5Q.F. nIN VENTI G:61 Q.FT, CR WAGE 152.8 U.FT. AREA•449.I 6Q.IT. AREA:554.1 60,FT. DR?WAGE:15.0 CU.FT. DRAINAGE 92.1 CU.FT. AREA•1822 SQ.FT. rT1 Z GRAMdGE 30.9 GU.FT, If a AREA 82.2 SQ. T. MIN.V NTING 5 5Q.FT / DRAI AGE:14 4 GU.FT W Q I � Q W O z 0 AREA:98,9 60,FT, MIN.VENTING 0.1 SQ.FT. MN 519 0 T. 'IN. TI '1 FT. STORM WATER MANAGEMENT DETAILS z HIN. EN ING-0.4 SQ, T. MIN. NTIN C.4 Q.FT. DR IN _ 1 GU.FT DR AGE: .1 G FT. MIN.VENTING 0.6 SQ.FT, MIN.VENTING-0.6 SQ.FT. DRAINAGE 14 6 CU.FT. DRAINAGE.14.6 CL.FT. N.T.S. ARE .188.16^ FT. MIN /ENifNG 1.3 6Q. D AINAGE: 1.5 CU.F SINGLE BEAD HALF ROUND GUTTER STANDARD 5" (/�J NOTES: ROOF VENTING AND DRAINAGE fREQUIREMEN1T6 ,).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPERATION: A).CLEAN SURFACE THORIUGHLY PRIOR TO INSTALLATION, 8). PREPARE SURFACES USING METHODS RECOMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. DRY WELLS TO BE 10' MIN. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR AWAY FROM HOUSE METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. ► 00 O 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. O Q O 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. 9).ALUMINIMUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT Fl l CONNECTORS. V•/ 3),CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED,SEAL CI� CONNECTION WATERTIGHT. GENERAL: 4).PROTECTION: DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A O A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTAINTIAL FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE COMPLETION. SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTIONWILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL C OTHER REQUIRED D� 1 WELLS(I LEGAL M ASUSOULD BERRES OTECTED T AT PREVENT BY EASE ITSS NEENT,DG EC,DVERS OALTERATION, NDRRICTIN,ORDINANCE, R Mp AL • r w THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY U DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. M-�I AREA WATER RUNOFF:205.5 CU.FT. ry CONSTRUCTION: t REQUIRED:(1)B'DIA.X 6'DEEP DRYWELL FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY t� CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. ^ O DRYWELL CAPACITY:254.0 CU.FT. PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS �^ 23.7%MORE THAN REQUIRED FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, v 1 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 O EJO O AREA WATER RUNOFF:174.4 CU.FT. BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, /�'� REQUIRED:(1)8'DIA.X 6'DEEP DRYWELL DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION `v SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY DRYWELL CAPACITY:254.0 CU.FT, TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED,THIS ct M DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON 45.6%MORE THAN REQUIRED OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, O USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF r1 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. to�.".�( AREA WATER RUNOFF:174.5 CU.FT. ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE SUBGRADE SOILS AT THE DRYWELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY REQUIRED:(1)B'DIA.X 6'DEEP DRYWELL AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND DRAINAGE AREA STABILIZED. DRYWELL CAPACITY:254.0 CU.FT. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA 1S STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE 45.5%MORE THAN REQUIRED INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA IS COMPLETED AND THE DRAINAGE AREA STABILIZED. STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE AREA WATER RUNOFF:156.6 CU.FT. COMPACTORS,A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. REQUIRED:(1)B'DIA.X 4'DEEP DRYWELL PRETREATMENT: AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE DRYWELL CAPACITY:169.0 CU.FT. FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND 40A%MORE THAN REQUIRED ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. �w ''r ,,,�,� `F"r x`'•J-:;. THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER _% DRAWN: MH/MS PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES A .�� n L r THAT CAN ENTER THE DRY WELL. ;y1, 1 '�` SCALE: 114"=V-0" ? JOB 4: February 11,2009 SHEET NUMBER: A- 10 I i I REVISIONS: REVIEW SET 01/16/2008 REVISED 02/15/2008 REVISED 12/19/2008 lift REVISED 01/14/2009 BID SET 02/I1/2009 Ag' m C E N wn ES N 5*6`6 E N "Em PRZA00"' Y Aoff"" A AIM FOUNDATION: CRAWL SPACE: .. ^., -f Software Version A. 1 .3 Vt11ND0`JVS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION IF APPLICABLE MUST 8E RESchecl INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, m WINDOW AND DOOR WITHI WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. 1). INSULATE HEADER UNCONDITIONED BASEMENTS: R d %ee comp c" * CGEIMALiu 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 WINDOWYDOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. ;i41 BEAD OF LOW-EXPANSIOIN FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITHI DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH-EXPAINSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME FRAMING: Report Date. 03/12/08 AND VOID THE WARRANTY. Data filename: C:\Program FileslCheck\REScheck\DlBONA AND SARACENI.rck PLUMBING AND ELECTRICAL: SEALING 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. Energy.Code: 2007 New York Energy Conservation ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. _ BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. Construction Code Location: Suffolk County, New York .� m RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): Construction Type: Detached 7 or 2 Family � w RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG Heating Type: Non-Electric -14 'K� ; CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. �- 10 INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAYBE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. Glazing Area Percentage: "�$°!'�o G SPECIFIED FOR THE SYSTEM 70 BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS Heating Degree Days: 5750 STANDARD OF 2.0 CFM, (AS7M E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. Construction Site: Owner/Agent: Designer/Contractor: BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. Dibona and Saraceni MARK K. SCHWARTZ, ARCHITECT SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: 9310 North Bayview Road PO BOX 933 IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER MATERIAL IS THINNER THAN WALL CAVITY. Southold, NY CUTCHOG U E' NY 11935 z FIRED HOT JVATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) 73 -418� O MUST BE INSTALLED ON BOTrH 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: ,I v `:�fi�* '^ 2 s '? � av ,, m �x�r+a^�. rv; a.w,~, .M,a ,u�r.« .u,N,: .:mw ...r,,e w,+x y.e� rcn. ,_.„'>r.,,,.. :•d'k - „W;.'w,r"n J ...Y' "iTpt'N CM F M"" >mis,,.w,9,;.,*vim nwmprc xnA°a..y , xrwr - mm1s- .si m, r M xfi.'eo, x rt+m .':�rrF V .'.ron-_s.,..,. rvr..,;wn o- "a -�...., y :rv, :.s +. n_a.. ,x ,.„ €m r •'„nv m .o,.:, ,_ HORIZONTAL BLOCKING AT 48 O.C. AND AS NEEDED FOR NAILERS. ,. t ,. ,..,:�. ,_ . 1 . PROVIDE HORI rz HEAT LOSS. GENERALLY, 1/2 OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1 ) '-"�� ,. r„ .e ., t P, ✓ ,?.1n ur L M >y,. .h ^ti'N"'7n d ... t. - .i.- ..,: ._ .. -,",: - .. r .,,.. .F .,: - .,.'- ., ,, AROUND HORIZONTAL BLOCKING. v CAVITY INSULATION CAREFULLY AR D „2 . FIT CA I S PUMPS MUST E EQUIPPED SHUTOFFS. , 1N DIAMETER. CIRCULATION.! U S US B U WITH SHUTO S. y 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. TUB/SHOWI:R UNITS ON EXTrERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. Compliance: 18.5% Better Than Code Maximum UA: 844 Your UA 1688 � Q PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES Q : . INSULATION AND VAPOR RETA RDER R AS WELL. CAVITY SEALING ON EXTERIOR R WAL L: � , . . '. .f r k , . e - r CONTINUOUS. SEAL ALL EDGES TO MAKE AIR BARRIER NT ANION AND AIR-CONDITIONING HEATING, VE 1L HVAC) ` C A EXTERIOR CANTILEVER FLOOR OR WI TH INTERIOR AIR SEALING v .ti 3. 1� HEAT LOSS CALCULATIONS AND SYSTEM SIZING BLOCKING AND THE SUBFLOOR. : LL PENETRATIONS THROUGH THE OCK 1 . SEAL A HEAT LOSS CALCULATIONS NvIUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. ) � E-- 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING• Ceiling 1 : Cathedral Ceiling (no attic) 304 30.0 0.0 10 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE, w HVAC SYSTEM EFFICIENCIES: 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE 'Ceiling 2: Flat Ceiling or Scissor Truss 2786 30.0 0.0 98 w THE MINIMUM EFFICIENCY IREQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. a Z ECCCNYS 503.2. NOTE THATr CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL Wall 1 : Wood Frame, 16" o.c. 2574 19.0 0.0 113 Q MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: Window 1 : Wood Frame:Double Pane with Low-E 367 0.310 114 a HVAC CONTROLS: 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE o CEILING WITH ADHESIVE. Window 2: CONTROLS .MUST BE 1N ACC:ORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE Wood Frame:Double Pane with Low-E 19$ 0.290 57 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM >. CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. Door 1 : Glass 80 0.310 25 � (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT Door 2: Solid 40 0.300 2 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY LEAST 5 DEGREES) WITHIN \XVHICH CALLS FOR HEATING AND COOLING ARE EITHER SUSPENDED OR REDUCED. SIIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. Wall 2: Wood Frame, 16" O.C. 2128 19.0 0.0 116 w PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE DROPPED SOFFIT ON INTERIOR WALL: Window 3: Wood Frame:Double Pane with Love-E 203 0,310 63 HUMIDITY, HEAT PUMPS THIAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT Floor 1 : All-Wood Joist(Truss:Over Unconditioned Space 3090 38.0 0.0 80 TEMPERATURE. TOP PLATES. ALL MECHANICAL VENTILATfION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: GRAVITY-DF;IVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted DUCTS AND PIPES: 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction FRAMING INTERIOR SOFFITS OR UTILITY CHASES. Code requirements. When a Registered Design Professional has stamped and signed this page, the are attestingthat to the best of his/her DUCT AND PIPE INSULATIOI`J IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. g g g p, g p g y UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. R-VALUE LAI3ELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF: DUCTS AND PIPES IN UNCOPNDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO MUST BE INSULATED. WHENIEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE. 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. Name - Title Signature Date IF HEATING DUCTS ARE INSTFALLED IN 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 MM� WALL PLATE. DUCT SEALING: O DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL INSULATION: PORTIONS OF STUD BAYS OIR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE FULL LOFT: U w Z SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. NOT ROUNDED OR SCALLOPED AT EDGES. >� � TAPES MEETING UL 181A MA',Y BE USED FOR RIGID FIBER DUCTS. TAPES MEETING ct x UL 181B MAY BE USED FOR FILEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT SEALING. FILL THE CAVITY: INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING '� Op4 O AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL c+ WRITTEN MATERIALS: Ct OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. o WRITTEN MATERIALS DESCR'.IBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT Ct WITH ALL HVAC AND WATEIR HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE CUT AROUND OBSTACLES: TO SUCH MATERIAL IS ALSO ACCEPTABLE. INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS REDUCED MOISTURE:EVERY BATHROOM 1S TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET 1T TO FIT. THE FAN ACTUALLY WORKS;; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT DOCUMENTATION OF R-VALUES: AS POSSIBLE.. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY FACED OR UNFACED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE IF THERE IS A GAS RANGE. INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. VENTILATION: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND EOPENINGS: ACCESS ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE Project Title: Report date: 03/12/08 THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL SAME R-VALUE AS THE SURROUNDING AREA. Data filename: C:1Program Files\Check\REScheck\DIBONA AND SARACENI•rck VENTILATION RATES. Pa( 'l.' a a DRAWN: MH/MS KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM SCALE: NTs CATHEDRAL CEILINGS: INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE ' '�''" �� yip: JOB 4: A MINIMUM VENTILATION IRATE OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. 1). PROVIDE 1 CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. �' *" �- February11,2009 ' b+ 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. t' y 4s y SHEET NUM13ER: . s �; -.• REVISIONS: REVIEW SET 01/16/2009 REVISED 02/15/2008 REVISED 12/19/2008 REVISED 01/14/2009 BID SET 02/11/2009 JOIST DETAILS 2x_stud Plate nail - 16d 13-1/2") ell at I(o" Plate nail - l(od (3-1/2") ALLOWABLE HOLES - TJI Joists box at 16" on-center- n-center box at 12 on-center INTERMEDIATE BEARING Floor panel nail - 8d Load bearin or shear wall NO LOAD BEARING WALL ABOVE loot anal nail - e (2-1-2") 2-1/2") „ g , 2 p common at 6 No field cut holes I-I/2"hole may bei common at 6" on-center* above (must stack over wall In hatched gee Table A Bee table B cut anywhere in on- center below) Web stiffeners zones see Table See table web owt- required each aide elockin panels Load from A a aide hatched tome Do NOT " or W/4" 1-114" True Bloekfng 9 p cut or notch flange. Blocking True Joist Joist rim anal et B3W may be required with above O O O panel /;% rim board, board 2x4 minimum shear walls above or 6„ b' squash below-Bee detail Bi I-I/ " LI 2 x q of L2 2 x L2 � ce nail - 10d (311) 2„ oe nail - 10d (3") blocks b" minlmum minimum 6" 6 box at 6" box at 6" ",pollee to pall �"�•5„ 6'' min. kno except g l Do not cut holes larger than �or, on-center- on-center „ 1.1n•fn cantilever DO NOT �• nuts Remove tongue and groove B1 B1W 1J16, Table A - End Support fir' From floor panel edges cut holes►n cantilever p 9 Boundary nailin Mir imam distance from edge of hole to Inside face of nearest end support reinforcement. supported by 1" a-Rim to - 8d (2-1/2") Web stiffeners 2x4 min mum TJI rim ensure quality nailin stall proper blocking squash DEPTH TJI ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE common at 4" required each q ° 6.112" 8-112' 1t•- 13" olst y on-centers ed e, art all anal aide at 51W ands q 110 120" 3" 24, e with A3 onl .See Trus Joist Framer's 9 Use 2x4 menfmum squash 912 5,o, -0 onventlonal construction code minimum for pp p blocks 6.1 2" 8• 2' 11" 13" 2" �" a'• A Must have 1-314" minimum ap"ecifications. ocket GuldeforA3.1-A3.3 Installation ��,.See Trus Joist Framer's Pocket Guide for � " 2-O" 2-6" s'-°' A2 A3 A31 3.2 143.� B2 B2W 83 �3U� C5 bIOCkB to transfer load 230 O 2 O 2-6' 5-6 1'-O' " V-O' S'-O' joist bearing at ends 0/additional installation specifications. �/ around TJI Joist 360 r-6" 2'_0" 3'p" 6'0' 1'.6" 2'•6° s'-6" V-6" 110 1, n I,_°„ 1, 2,-" ,O, I,_O�� I'On I,_6,� 4' 6'-011 length of Attach reinforcement r-o" f-o° 3'bl' B'o I'0 2'-O' -I'-& n joist board to blockin 36o ro -0 e-0 r-0" r 6�" -0„ 9 8 diameter maximum hole TJIrc 8 diameter maximum hole with connections to Joist with one 8d 11 Ire 560 0' r_d; r b" s'o b'- 2-0° 3'6'i i'-a' S- 4'-O" length of reinforcement and for II-"I/8" - 16" deep Nail Trus Joist rims 5so I o" 1 o r-0 r-o 2,-6 s o 1-0' 1 0^ I o' 3'-6^ 6'p' '- ' o -0' „ 3/4 for 11-1/8 - 16 deepfiller block. Use blocking panels; 6 (2-1/2") common nail at Nail through 2x� wood backer 210 r•o° r-o" ro° '-o° 3'-0° 6'-0' Web atifFfeners 8 diameter maximum hole „ equivalent to each corner and 14" 230 I'-o" r-o" f-O" r-b" 3'-6" b'-6' r-p" I'- „ r-o" 4'-0' T'-0° e'-0' h q for 11-1/8 - 20 deep reinforcement blocking panels; ro 4'-O length with diameter maximum for side at BiW g p on one side at kt diameter maximumS for TJI/2o aid II--1/8" blocking citepaned than/2" deep True ueJ Joist 'Attach reinforcement deekin schedule Blocking anal between Bloekinjoist web with 2 rows 106 366 r o^ r o„ i-0 2 6 r-0° 1-o b 5 6 S-0 g-6 U to � re aired( each II " g p blocking panels. 6 at E3 e p p to joist with one ad g (3 ) common nails at 6 a; r-o -0II 1'pll 1' N m locking panels 'a--1/2meter "deefor E2, both sides blocor shorter than 12"deep J Do not cut flanges, J „ ach joist. Nall to top panel n-center, clinched. Use 23o i r-0" ?-0" s'b'" 4'6' d 6 r-o" r-o" r p" 3'-0° �'-a" g'o!10.6 6'-61 e'-0'10' _ 210 I'O" 0' I'-0" I'-0" I' or shorter than 1211 long. g s Trus Joist each corner on nail at plate p 16d (3-1/2 ) nails with 16 360 r•o" 1-0" I'-o" r-0" 3'-011 6'-0' g'-0' 9 p p late with connectlons Do not Cut flanges. �� 3so 1'.0" to LDo not cut flanges. rim board equivalent to deckingJoist o° r-0° r-o" 3'-0 6'-6"lo'-o' r-0" r-0° r-o" s o' -0' Trus Joist 12 length off schedule, I widths. a" 6" a^ to" 12" 15" 4" 6" a" 10^ un O - 3-1/2" g flange W t s. 17" 12- IS" 117" rim board ttach 3/4° 12° length of 9 ta• 360 r-o" r-o" r-0" 7-0^ 5'-0' reinforcement to refnforcemetnt 314" J�3 oU Trus Joist rim Attach reinforcement Joist web with 3 on one sld� at 20^ k r o" r-o" r-o" r-0" 2'-0" =o"10'-6" r-0° r-0° 2'6° e'-0' r 6" la'-o^ 1s/6° > to joist th common aids atd62 on') commonnails 3 )at 6" E both sfcdes reinforcement Wood -O able B - Intermediate or Cantilever Support board on one side at 660 �-- E El, both sides v center. When -p an-center, clinched. backer �g e+�\ let a Mini um distance from edge of hole to inside face of nearest Intermediate or cantilever su ort Face grain reinforcing both ��v� UBe 2 rows with S-1/2" Leas than at ES ti�to Jet to��`(e\oed 9 p J 110 r-6" RECTANGULAR HOLE SIZE � s+ Less than o �� � t7 � � :" �-611 ROUND HOLE HOLE SIZE SQ ARE2 6 3 6 fi-112" 8.112 1r• 1l3" horizontal aides, eta err Walla. 5" �� �•�� �rG '� 99 � and 11-Z/8" rill 8 `F t \� DEPTH TJI 8-112 11" 13" 2" O 4" EI EIW � E2 E3 �� TJI oats. Not For use with 3-1/2 TJI 6'-6' Joist flange widths a-1n" 210 2'-0" 2'-6" 3'-b" l'-6" 2'-0" 3'-0' 4'-0' T-o" 230 2'-6" 3'-O" 4'-0' 8'-O' 2'-b" 3,-O„ 4'-6" Filler block Attach 360 3'-0" 4'-p' 5'-b' 0'•O' 3'-O" 4'6" 5'6" 8'•O WEB STIFFENER ATTACHMENT 110 r-°" with ten 10d (3") box 210 r-0" r-0" 4'-6" e'-o' se ten c3ap 16d (3-1/2") boxunails from EXTERIOR DECK ATTACHMENT Option I: 1--1/8.minimum sho r b 3-0' 4 o s'-o 12'p" s o" 4� 6'-° 10'6' �o „ e 9 p / u - 360 2'-O" 3_D d-p I 12 ° 0 I.O each aide with 3 1/211 Structural exterior Apply subfloor adhesive to all TJI Joist blockin with end 2-3/4" maximum 210 r•o^ r-o' r 5 5-0 0 2 O Web stiffeners TJI Joist flange widths, Sheathing contact surfaces cko installed at 1/3 Joist II*2� 110 l'•O" 2'-O" 4'-6" 8'-O hange do not laterally TJi Joist depths Install tight to to Bearing late: Flashin I , span (two a locations using Three 8d (2-IJ2 ) box Halls, sho r'oo o" 2'-0" 5-b° s b„1O6° r o" z'- 4'o' e'o'12'-0 3-0' requiredUse fifteen nails with Backe block 5 J p 9 p 9 P 8 two ad C2-1/2 J clinched lass 230 of e'-b"12' _ 1a'-o' support at least 3/8 9 „ 9� „ -0' -b' 5 6' 9'6 13 x raII5 2106" g'6" 0 3-0" 2-o IO 6 13 15 O' fof lan JIB Joist tap bottom(flan to with face of wall rhbeame g 11 �O ,� Rai 2 11/2" screws(, a at 3-1/2"Jl (olet2flanoe w dths 230 p °" I'-0" 3-0' b 6' 10 6' 3'ro61' 5'-0'10'-6"13I6•'0 O" pp rester than 16 . _ m Three 9 9 9 P Treat led xer 3 ` typical J 9 16" I,°, I,p', I, „ 1 ° 3• ° 1-0„ o^ �'b„ 13'0„ 6 o' b- to r-0" l' 11 fare angers). mount See faBtene Trus Joist Opt on "2: II 2'�I W WebBids stiffener stzesach 660 le s• lain 10 1 "11t5 17 a^ Is" a6 too I''Z6 1150" ies'•o" To =# with ten IOdt(3 ) table below, Maintain rim board 2x_strapping installed ^ below. �7 117" � when possible, edge ofledger fastener. locations Using sin two 9 18" 36U -0p' P-0" 1-0 6'-0 O' ° 1 -0'II b" I6'-6 Ile'6' 19'-6" F-] hangs box nails, clinched 9 W Web Stiffener Size W Web Stiffener S 2°• " " o" b'-o'u' r-O 61 -0" 12 O at 1/3 Joist span Tight fit 6" T'_o"12'-6" lb 6' l9'-0" I'-0" 3-0' 4-0' 9-O 14'-6 I6 flange \ 6'-0 10'-0'Ib 6" 9 Face mount acker black Fastener (I Option 3: 2-1/2" acrewB per joist I_1J211 e x Stiffener min -5/16 '1/8" x iffen " min Rectangular halosh based on lmeasura ant of longest side. Allowable Load I Factored Resistance Ibs) • p J seat s,de. � FV hanger both aides 1-3/4"rim board 1"a-Rim �] of web With 3/8"lag halt 400/630 N.A.I N.A. directly applied Ceiling ales may be located vertically anywhere within the web, Leave I/8 of web(minimum)at top and bottom of Mole, II „ " ,I „ „ F j I-3/4 5/8 X 2-5/16 min 2-I/2 1 X 2-5/16 minima Knockouts are located In web at a roximatel I2" on-center: the do not affect hole r�- sin le TJI 112"lag bolt 475/750 3251 N.A. hen specified On the layout,one or more of - pp y y 9 „ placement. 0 .Allowable load det-inlned in accordance with AO 124. 2-1/16 3/4 x 2-5/16 min 3-1/2 Joist i-{3 L.A gf- ie three bracing options shown 1Lmustll be 2x4 • For ample span(5' minimum)uniformly loaded Joists meeting the requirements of current True Joist product guides,onefastener6 requlred for wet-serice stalled maximum size round hole may be located at the center of the Joist span provided ro other holes occur In the Joist, W appllcatlone. Distances are based on the maximum uniform loads shown in current True Joist product guides. For other load conditions or hole conftguratlone contact your True Joist representative, O BEAM anid COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE 2x diameter of the largest hole(minimum) Peel BEARING/AT WALL WINDOW HEADER CONNECTION WALL 1/3 depth O U Joist Framing O Allowed hole o O zone o o w True Jofsilt rim board Strapper code if o Cut only round holes and only p I/3 depth o o or blociccing for top plate is not Blocking in the center of beam. panel Safet bracing(Ix4 1/3 span Allowed hole tore 1/3 span lateral Swpport continuous over p mmtmum)at 6' on-enter and ROUND HOLE CHART header EI BEAM CEP'TH f1A HOLE 1ZE extended to a braced end Silent Floor Joist frramfng wall, 4-31e HOLE sizE Fasten at each Joist with For uniformly loaded beams only, 1 does not require britdging two 8d(2-I/2")Halls minlmum 5-I/2" I-3/4" or mid-span blockkfng (see WARNING). Rectangular holes are not allowed, I-1/4 to 20 2" Top flange • No holes in cantilevers. See illustration for Allowed Hole Zone hanger No holes in headers or beams in plank orientation. _ 9 are mount H2 Paralllam PSL or hanger DO NOT bevel cutJoisf Al beyond Inside face of Rim board Joint TfmbierStrand wall. E2 between Joists TJI JOIST ATTACHMENT at BEARING Li LSL Column L2 L3 See current Trus Joist Gwith rotecf untreated wood from direct costa t literature for framing concrete A3 TJI Joist to Bearing Plate Squash Blocks to TJI Joist(Load connectors True Joist rim board bearing wall above) One IOd(3"J box CONNECTION OF MULTIPLE PIECES OF Seat cuts must be within nail Into each Flange TOP-LOADEDII BEAMS(1) wall. one act l2each BEARING AT COLUMN 1-314"Width Pieces: G3 TJI rim Joist elder. Drive Haile at an angle at Minimum of 3 rows 10d (3" x 0,128") nails at 12" O,G, L3 Trus Joist least 1-1/2"from 1-3/4" minimum bearing Ve3rlfy Parallam PSL or Minimum of 4 rows Idd (3" x 0.128") nails at ELEVATED COLUMN A2 rim board end' at end support: 3-1/2" minimum at Intermediate TimberStrand LSL 12" o.c. for 14" and deeper beams BEAM ON COLUMN COLUMN BASE BASE O support column If using 126 (3-1/4") or larger nails, the CAP pl Li Shear transfer:Connections equivalent to eapaelty and beam number of nailing rows may be reduced Optional Hi floor panel nailing schedule - bearing length. by one, non-shrink 82 Rim to TJI Joist Trus Joist rim board or , See current 3-112"Width Pieces: grout True Joist LS 1-3/4"wide TJI rim literature• Minimum of 2 rows 1/2 bolts B3 joistone iod(3")box U at 24" o,c, sta Bred 1)Load must be applied even( across entire 3-1/2"wide TJI rim ( pp Staggered nail into each flange (3')box nails!one heaoh TJI floor joist r^, 2-1/16"-2-5/16"wide beam width.Otherwise,use connections for side-loaded beams. Q TJI rim joistOne 16d side of TJI joist flange O Butting Use B'I Or B2 at dditional nailing or bolting may be required with outs (3-1/2")box nail into each LS L&s de-loaded multiple-member beams.Refer to current P2 P3 84 with blockin termediate bearings flange 3-1/2"wide 9 �i roduct literature. n f joists panels it load bearing or shear TJI rim joist Top View Q Edo Jo at certerli wall from above of support FASTENING of FLOOR PANELS Braced and wall BEAM ATTACHMENT at BEARING '� W Closest On-Center Spacing per Row see note 3 under Trus Joist rim board U�l �--+ WARNING LV Q HI One IOd(3")box � I--7 Nall Size., TJI Trus Joist rim board Timberl'strand LSL Microllam LVL Parallam PSL O Hall each side of � Q Q 110 and 210 230,360 and 560 1" 1.112" 1.112"or wider Old (2.1/2")1 box 2-1/2" 2" 6" 4" O s 6d(2-1/2")ccommon 3-1/2" 2" 6" 4" 3" 3" 3" member at bearing, s 1-I/2' minimum from end O 10d(3"),12d(3.1114")box 3" 2" 6" 4" INSTALLATION TIPS O O O Drive nails at arsee framing plan(ifappiicable)or Framer's Pocket U 10d 3",12d 3-114'I" common 4 I/2" 3" 6" 4" 4" 4" 4" 1 4 angle to mintmlzsGuide for minimum end and intermediate bearing O ( I ( ) SubFloor adheslve will improve Floor performance,but xterior Deck 16d(3-1/2")eoommon N.A. 41' 16" 6'ru Gnu 61. 6„ may not be required. O splitting of platdengths. (1)Can beredumdto4^on-cannier with maximum nail penetration oft-3r9"into the narrow edge. When Joists are doubled at non-load bearing parallel O LA ttachment partitions,space Joists apart the width of the will Structural O Recommended natlitre to 12" on-center in field and 6" on-center along for plumbing or HVAC. O sheathing rr1 sheathing edge, Naalltng requirements on englneered drawings supersede Additional Joist at plumbing drop(see detail), O DO NOT use sawn lumber recommendations. O for rim board or blocking. O Nalltng rows must bee offset at least 1/2" and staggered, O Sawn lumber may shrink �' 14 ga. staples may Yoe substituted for 8d(2-1/2") nails IF minimum penetration O after installation. NG or I" into the TJI Jlolet or rim board is achieved, �� Protect O See ALLOWABLE untreated wood HOLES Joists are unstable until braced laterally -p+ .,;;;,. - • r--I Maximumt par ,ngeco Spacing l6erRaw from direct O g contact with H3 Bracing Includes: Far Joist wild:he 1-r3/4" or less: 18" on-center concrete •Blocking •Sheathing For Joist widths gireater than 1-3/4": 24" on-center DO NOT allow workers to walk on -Hangere Rim ecard •Strut Linea •Rim Joist DO NOT stack building materials joists on unsheathed joists.Stack only FILLER and BACKER BLOCK SIZES shifted Jot Addttlonal until braced. over beams or walls. TJI Flange Wldth:s 1.314" 2-1116" 2.5116" 3-1/2" joist INJURY MAY RESULT. Plumbing drop Bearinng plate to ® WARNING NOTES. 9.112"or 9-112"or 14"or 9-112"or 14"or 1B..or 14"or 18"or be Fluash with Inside We erhaeuser Business Depth 11.718" 14" 11-718" 16" 11-718" 16" 20" 11.718" 16" 20" Squash blocks end blocking panels Barr stacked face cOf wall or sq g p y .. Lack of concern for proper bracing during construction can result in serious accidents.Under normal conditions If the Filler Block' x 2x12. 1/2" Two Two Two vertical loads(details BI and B2). Packing out the beam following guidelines are observed,accidents will be avoided. 2x6 2x8 3/8" 3/8" 1/2" 1/2" sheath) web of a TJI Joist(with web etrffenere) is not a (Detail HT) n9 2x6 2x8 2x12 her h n h sill h ath(r substitute For squash blocks or blocking penele, � I.An blocking,hangars,rim boarder end rim Jotate at the end eupporte of she TJI Joiete must be completely tnstallred and properly nailed. Cantilever Filller 2x6 2x10 2x6+3/8 2x10«3/8 2x6+ 1/2 2XiO+ 1/2' Not 2.Lateral strength,like a braced end wall or an exletlne deck,must be established at the ends of the bay.This car also be +-^' +•: ;�, (Detail E4) 4'-O" 6'-o" sheathing sheathing sheathing sheathing Not applicable accomplished by a temporary or permanent deck"sheathing)fastened to the first 4 feat of Jolste at the end of the bay, o-"„r;'T ='Si•> applicable .' long Iona 4'-O" lOng6'-O" long 4'-O° long6'-D° long 3,safe! brae) lines of Ix4"minlmum)meet be nailed to a braced end wall or sheathed area as In dote 2 and toy sac •.- �'� DRAWN; MH MS y n9 ryy641a Wit ut to.. .-*.'p ` g Backer Block' bracing,buckling sidew496 or rollover 16 highly probable under light con6truatlon loads-like a worker or one layer-OI'�5r$vfle, +_{Fie fn�b°i,-�( I40% Detail F1 5/8 Or 3/4"or , 4,Sheathln most be total) attached to each TJI joist before additional loads man be laced on the a stem. '`�✓f`,;- y° L� (,t A SCALE: NTS ( 3/4" 1' Net 2x6 2x8 2x12 9 9 J p y orH2) ?/t3 5,Ends of cantilevers require safety bracing on both the top and bottom Flanges. JOB#: b.The flan es must remain etral ht within a tolerance of 1/2"from true all omen., a` pp � 'Bnecassary,increase filler and baclker block height for face mount hangers.Maintain 1/a•gap at top of joist;see detail W Filler and backer block lengths should 9 g 5 t""• w 3:.F s-+e$s •�i p g This sheet is intended as a supplement to the Trus Joist Framers Pocket Guide, which should be referenced for additional information. : ` February II,2009 accomodate required nailing without s,:plittin 12"mmlmum for backer blocks and 24"minimum for fillerblocks). a ,t �+.:- d ti. / SHEET NUMBER: fat A .t,"y Rr•t ,.. .f',a ate d REVISIONS: REVIEW SETT 01/16/2008 REVISED 02,15/2008 REVISED 12/19/2008 01/14/2009 WIND LOADN CONNECTIUNPATH AND" CONSTRUCTION DETAIL DRANN I N �� RBIDSSEDT 02,11/2009 USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION, FOLLOW 'MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS 3 '�As' RAFTER / WALL STUD ENDWALL CRIPPLE STUD / BOTTOM PLATE `♦ ', u, arw` Q RIDGE LEDGER BATHTUB HEADER \ DOUBLE JOIST SIDEWALL ✓l � � RAFTER - JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS o ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT N CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 JOIST DIRECTION WITH (2)JOISTS. UNDER WALL, ALL OPENINGS LSTA12 1-1/4'"xl2"20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/THREADED ROD. 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 vP. Z w Ln m V WALL STUD ROUGH-VENTS SELEOOFCTED EXHAUST v ° VENTS SELECTED AND Le METAL STRAP ---� � \. LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER RAFTERS SILL PLATE(S) WALL SHEATHING MAINTAIN r VENTILATION WOOD JOIST SIDEWALL FLASHING ) A FOUNDATION TOP PLATE BLOCKING - FINISH WALL AND MOISTURE — 2x4 LEDGER BLOCKING STRAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING ATTIC SHALL BE PROVIDED WITH A 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP - — FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DIIEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/160 OF THE AREA OF -GUTTER WOOD GIRDER INSTALL 4'0"O.C. �,'� `�� THE SPACE VENTILATED. ALL OPENINGS SCREENED 4"-8" LSTA24 1-1/4"x24"20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- CONTIN. SOF T/EXT. LYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH INSTALL 4'0"O.C. FLASHING TO FORM CHANNELLOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF '/4 INCH IN DIMENSION. SOFFITED EAVE 8"-14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR g �'"°� GAP TO PREVENT CAPILLARY 4"-6" RAFTER RT10 10-3/4'"x I Sga.TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND / �'��. ACTION I INSTALL 4'0"O.C. � N / OVER BEARING WALLS AND HEADERS � CONNECT TO ROOF VENTILATION a 14"- 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8"- 12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER SOFFITED SAVE DETAIL Q ON ALL OPENINGS KEEP ROOFING NAILS OUT ' W 2ND. FLOOR WALL OF FLASHING. � ``\'��,' ` ROOFING LAPS BASE Z FLASHING 4 INCHES T� FLASHING WRAPS CORNERS \�, U BASERAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING Z SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST Q U TOP PLATE WALL I I GIRDER/HEADER —Q •' 6 1D W ALL F�. ABH 11�t�./'''�: / WOOD JOIST 1 ST. FLOOR WALIL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALL5, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES 50 RAFTER L INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4"-8"' LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTIION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN L VL HEADERS 8"- 16" POSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS �ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE AINCHOR PLATES TO EACH STUD OF ROOF DBL. SILL PLATE TERMITE SHIELD ,, IF SUBFLOOR SILL GASKET -'%^" ` WOOD JOISTS \ r i NEOPRENE /2x8 CONTINUOUS WOOD PLATE TYP. CONC. FOUNDATION A CONC. SLAB � GASKET �-- � �\\ � 2x�' 6 MIL. POLY BOLTEO TO STEEL BEAM WITH D IL POLY OF EXTERIOR �� ; 1/2 " DIA, BOLTS e 48" o.c. STAG. � GRANULAR FILL 6MIL POLY ON EXTERIOR V STEEL COLUMN --•-- !� rp n % ° q I ° q - ' D` .D I� C ROOF JACK \` CONC. SLAB Liz �' - ` ° / I I , \` \ \ „ STEEL BEAM D v ♦ u i ¢ 4 e e" ° n p o �'p `\ 4" x 1/4" x 8" STEEL COMPACT FILL Q,l a V ' ' •;' 30 D ` ROOFING LAPS ' TOP AND BOTTOM PLATE v ° q ° FLASHING AT \ KEYWAY FOOTIING D WITH I/2" x 6" ANCHOR MOLT'p n C CONC. FTG. p Q rp D' ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP `\ 1/2" GROUT `'r ° ` ( , I ro , , , . • a (USP LBPS58 OR BP583} / � - --�� 3" STEEL COLUMN p REINFORCING BAR FOUNEOATION 5/8' DIA. ANCHOR BOLT I DRAIN TILE p ANCHOR BOLT CONNECTION ( 10 KIPS SUPPORTING MAXIMUM SPACING FLASHING LAPS � � •� � SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72 OC TYPICAL aEAM DETAIL TYPICAL CONC. FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC STEEL / IBOTTOM BEARING � Q WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3"STEEL COLUMN ANCHORED TO 24"x24"x12." CONC. FTG. CRAWL SPACE OR,FOUNDATION G ;_.IWALL BOTTOM PLATE TO FOUNDATION c SLAB-ON-GRADE 1-2 STORIES 57"OC ROOF JAC<S 4 VENTS DETAIL x COO SUBFLOOR O CONC. SLAB I I -DOORFRAME Z 6X6 10/10 WWM (SARAGE R (� � JOIST------- ^' COMPACT FILL DOO I ( ct USE 2X8 FOR BLOCKOUT STEEL BEAM I t 4" 51-AB - P.T. PLATE W/ fnX6 WMt"1 I I =, SLOPE r,,� 1 � 4 DRIVEUJAY— NOTCH JOIST AND ADJUST HEIGHT •rei A 1/2"AIRS ACE < < q °,4 °a c (WITH A NAILING PLATE IF NEEDED) AT END AND p ° °' ° ° , TO BE APROX. 1/2 OR HIGHER THAN GRA',DE <1 "--�r --" - Wit'--"-- .SIDES OF WOOD — _ _ \ p r o D D a • •° STEEL BEAM TO ALLOW FOR SHRINKAGE BEAMS o ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) q q a I I- 11=I I=I I I III ° ' q ° ° ° . I- 0 6X6 W.W.M. — — - •— — �, ° ��i 12" = - q r q - 4 ° D• °o 'p 1 I= MIN. �� 'o c r ° c 'A n`r —� ' p p 11 . , 1 r=i i YT SUBFLOOR C r^ rp p NOTCN BEAM FOR MIJDSILL IF REQUIRED MAXIMUM D —I I 1 ^ I •° REINFORCING BAR NOTCH EQUALS 1/4 DIEPTH OF BEAM ° ° ,D , ° 11=I I DRAIN TILE I�------e'.I • c -� REINFORCING BAR a°0 1j ° q /1�° 1����` _ OIST SHEET METAL/30#FIELT UNDER BEAM AT POINT 12" p _rp e---- STEEL.BEAM • OF CONTACT WITH C(ONCR.ETE OR CONC, BLOCK _m-m-m-m PLATE BOLTED TO BEAM 4 : �Y`` a rj `'�"''- SHIMS TO LEVEL BEAkM ( ) , x, ,�, TYPICAL CONC. MOPVOLITHIC FOUNDATION. REINFORCE WITH (2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. t,•;. c$; � � £+i DRAWN: MTT I MS REINFORCE FOOTING WITH (2)#4 REINFORCING BARS. `k. 3 MINIMUM BEARING'.SURFACE FOR WOOD BEAM /� � ; Y° SCALE: NTS GARAGE DOOR 81_OCI<OUT 17 rol3#: February 11,2009 eEAM POC,<ET ' 3� w-,� :�w, SHEFF NUM13H: A- 13 II I REVISIONS: REVIEW SET 01/16/2008 REVISED 02/15/2008 LOAD PATH COINNECTION AND CONSTRUCTION DETAIL DRAWINGS REVISED 12/1 1/200 R 9 REVISED 01/14/2009 WIND BID SET 02/I/200 USE THE FOLLOWINGS OR APPROVED U5P METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4" MAX. KING STUDS 4" DIA. MAXIMUM RAFTER CRIPPLE STUD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA LEDGER GROUND SNOW SPEED DEISIGIN WEATHERING FROST WINTER ICESHIELD FLOOD s dr! WIND HEADER LOAD (MPH) CATEGORY DEPTH TERMITE DECAY DESIGN UN REQUIRED NT RIDGE HAZARDS • 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY MODERATE 11 RAFTER JACK STUDS is M RAFTER-TO-LEDGER CONNECTION HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS RAFTER SIZE USP NUMBER DESCRIPTION APPLICATIOIN LOCATION USP NUMBER DESCRIPTION APPLICATION 1)• Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD All fasteners,hangers and anchors to be galvinized or stainless steel. STAIR RAILING � M m ROOF I LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 118ga. SLOPE HANGER APPLY TO EACH RAFTER/ LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored c �+ 1-1/2"SPACE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Z MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete "' footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall 44 RAFTER be 3 ft.below grade. u HANDRAILS 4). Deck joists to have blocking at 8'0 o.c.. RAFTER 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing ° and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers POST and nuts at 16"o.c. TOP PLATE 06). Concrete piers shall be a minimum 6"above grade. TOP PLATE BALUSTERS 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored RIM/DECK JOIST to girder(s). ° OP WALL STUD EN IBALU5iTER ATTACHED TO IUALL WALL STUD ° 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equall for any contact with ACQ. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION ALL HANDRAILS SHALLL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE STAIRS. HANVDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2"IN CONNECT TO RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO(PLATE POST-TO-DECK CONNECTION NAILING SCHEDULE W 4 -6 RAFTER RT10 10-3/4 x i8ga.TYDOWN ANCHOR EACH RAFTER CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS CROSS SECTIONAL DIIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR PROVIDE AN EQUIVALENT GRIPPING SURFACE 8" - 12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD ROOF SHEATHING' a EACH RAFTER NAIL NAIL O Q JOINT DESCRIPTION NOTES CITY. SPACING AS PER TABLE 3.8 Q STRUCTURAL PANEL 8d WFCM-SBC 4"MAX. n Z 4" DIA. MAXIMUMM GIRDER/HEADER � � �D GIRDER/HEADER ROOF FRAMING: O ° NAIL NAIL JOINT DESCRIPTION NOTES ^ Z Z JOIST POST/COLUMN ° c QTY. SPACING `'� O o ° RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL O U o TOP PLATE 10'WALL:4-8d COMMON RAFTER M POST/COLUMN CEILING JOIST 8'WALL:3-8d COMMON EACH ^ TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE GIRDER/HEADER PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL DECIG/jF'ORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/ KC44 POST CAP ANCHOR APPLY TO IEACH COLUMN BLOCKING EACH TOE LOCATION LISP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO (EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER Z-8d COMMON END NAIL HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO (EACH COLUMN USE MIN. (2) 1/2" DIA. GALV, BOLTS WITH WASHERS AND NUTS RIM BOARD 2-16d COMMON EACH END JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST TO RAFTER END NAIL c STU BEARING PLATE WALL FRAMING: NAIL NAIL GIRDERJOINT DESCRIPTION NOTES QTY. SPACING o TOP PLATE TO PER 0 TOP PLATE 2-16d COMMON FOOT FACE NIAIL ° WOOD JOIST TOP PLATES AT JOINTS FACE INTERSECTIONS 4-16d COMMON EA.SIDE NAIL LEDGER �• STUD TO 2-16d COMMON 24" FACE o GIRDER/HEADER II CONCRETE PIE STUD O.C. NAIL WOOD JOIST V. ,•y; HEADER TO 16d COMMON 16"O.C. FACE C/] WOOD JOIST HEADER ALONG EDGES NAIL �• TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END Q ~ - PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL M Q BOTTOM PLATE TO: F•I•� Q FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x FLOOR JOIST, BAND JOIST, 2-16d COMMON PER (MINIMUM) FOOT FACE NAIL CEILING JOIIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH END JOIST OR BLOCKING FOR HEADER. HEADER/GIRDER-TO-POST CONNECTION w LEDGER TO BE CONNECTED TO BLDG., USING 1/2" DIA. BOLTS @16-'OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION IF ABLE,SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS I I V TO ALLOW FOR SHRINKAGE. ROD I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER REQUIRED I FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER ct DECK FRAMING: x H FLASHING TUCKED UNDER I I NAIL NAIL (~ JOINT DESCRIPTION NOTES TOP PIECE OF SIDING AND QTY. SPACINGO O LAPPED PIECE OF SIDING FIRST ONTIN. JOIST TO: PER TOE O THREADED ROD 4-8d COMMON Z SILL,TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE Ct M 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLEFR NUT TO JOIST 2-8d COMMON END NAIL CONNECTED TO BLDG. @16" OC POST BLOCKING EACH TOE ENJD DISTANCE WOOD JOIST MINIMUM TO JOIST 2-8d COMMON END NAIL BLOCKING TO: EACH TOE BLOCKING SILL OR TOP PLATE 3- 16d COMMON BLOCK NAIL F--� _ LEDGER STRIP EACH FACE FLOOR FRAMING - o ' o ENDIi.NIM ANCE V �� v , 12x12x12 V TO BEAM 3- 16d COMMON JOIST NAIL 2x JOISTS • ° " " " • •o ,, , ,. JOIST ON LEDGER PER TOE WOOD GIRDER CONCRETE FOOTING w TO BEAM 3-8d COMMON JOIST NAIL BLOCKING FOR JOIST HANGER • • ••$• `' „ `' ` � BAND JOIST PER END LAG BOLTS o p > TO JOIST 3- 16d COMMON JOIST NAIL HOLLOW COLUMN UPLIFT TO JOIST TO: 2- 16d COMMON PER TOE NAIL RIM JOIST/BD. o D' SIMPSON STRONG TIE MODEL STRRI/2 DECK POST FTG. CONNECTION SILL OR TOP PLATE FOOT SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATI(ONS {w1s .D LOCATION USP NUMBER DESCRIPTION APPLICATION DRAWN: MH/MS PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED ANDt, ' USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING DECK/PORICH LEDGER CONNECTION �9� , 0 SCALE: NTs 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING JOB#: February 11,2009 A }I^a SI IEET NUMBER: A- 14 IL k _ t II REVISIONS: REVIEW SET 01/16/2008 REVISED 02/15/2008 REVISED 12/19/2008 REVISED 01/14/2009 BID SET 02/i1/2D09 I NOTEES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: tive, GEN ROOF F RAM I N G: CCu ANCLASSIFICATION 1). RIDGE-TO-RAFTER ASSEMBLY: -OCCUPANCY CY 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 CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 81' BUILDING HEIGHT (SEE PLANS) .� WALL: 3-8d COMMON EACH TOP PLATE 1©'WALL:4-8d COMMON RAFTER TOE-NAIL ® . ,,.��. ..® 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 PLANS) o® p, intent and framing 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 CEILING JOIST &'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST 9 Y p 9 9 p p PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND Stalte building 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 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM -SBC LAP NAIL soulnd 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: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 melets current federal, state, county and local codes, ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE l0 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 N 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) 20 U 3). (Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 0 DO NOT SCALE DRAWINGS). 4 . WALL ASSEMBLY TO FOUNDATION: 2- 16d COMMON ROOMS (OTHER THAN SLEEPING) 40 G ( ) ) TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 w 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 F RAM I N G: STAIRS 40 resiponsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL z comstruction 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 NOTES GAURDRAILS ZANY DIRECTION) 200 QTY. SPACING (DESIGNED FOR GAT. G) x C preacautions 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 EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2- 16d 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. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE E GENERAL NOTE PAGE a INTERSECTIONS 4- 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).'The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO SI 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 :NAIL O.C.attached with 8d common nails at 6"o.c. at the panel edges and 12" o.c. in the field, and STUD FIRE PROTECTION Syn. 7). 'The General 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 16d COMMON 16" O.C. FACE (SMOKE t CO2 DETECTORS) ® SEE FLOOR PLANS such as bookcases, shelving, pantry, closets,trims, etc. edges and 10"o.c. in the field shall be in accordance with the length requirements specified HEADER 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 load requirements shall be taken into account during construction. 6). TYPE 11 XTERIOR PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK FOUNDATION NOTES: Type 11 exterior shearwalllls shall meet theequi eWALL Tments of table 3.15a-b times the appropriate BOTTOM PLATE TO,: PER FACE NAIL length adjustment factors in table3.16. FLOOR D OISTT, BAND JOIST, IING 2- 16dCOMMON FOOT SEE NOTE: 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). 'The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD dettermine intended heights of finished floor(s)above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT ) FLOOR FRAMING: 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 footings 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 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 3). (Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE - W O con SILL, TOP PLATE OR GIRDER 4-8dCOMMON JOIST NAIL concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: F_ 4). ,Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2-8d COMMON EACH TOE O be iinstalled with#5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 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 Z 3.5. SHEATHING LOCATION NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Z BLOCKING EACH TOE O 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 g p• TO JOIST END NAIL @ @ � F- powred on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: U BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and INTERIOR ZONE 8d COMMON 6" O.C. 8d COMMON 12" O.C. � 3 - 16d COMMON @ @ NOTE: 2 FOR PANEL FIELD 6"rmaximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLAT(E 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 18d COMMON @ 4" O.C.1 8d COMMON @ 4" O.C. SEE NOTES: 1,3 O 6). iCrawl spaces to be provided with a minimum 18"x24"access opening. Install one 3- 16d COMMON attached with the above requirements. TO BEAM JOIST NAIL NOTES 8x116 cast iron foundation vent for every 150 sq. ft. of area. O DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMON PER TOE 7). 1Dampproof 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/ N.W.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACID pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3- 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, a BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 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. 2- 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7" 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 2006 SBC High Wind MAIL NAIL Ediltion Wood Framing Construction Manual. U Posts supporting girders shall be anchored it a 12"hers and thick concrete footing. JOINT DESCRIPTION QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For Use a minimum 1/2"dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Doluglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). IFloors,walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL oth(erwise. 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) 4' EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12" O.C. EDGE NOTE: 2 FOR PANEL FIELD C. 4). (Unless otherwise noted , all bearing wall headers to be (2)2x10#2 + BTR. Doug. Fir. where needed. GYPSUM 5d COOLERS 7" O. Bearing wall headers to have (2)jack studs and (2)full length studs on each side of all WALLBOARD 10 O.C . FIELD INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12„ O.C. SEE NOTE: 3 openings. LVL 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: openings. Bearing 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 41 and 60 and 2x6 wall openings between 5'11 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 duty galvinized hangers and 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall PLUMBING NOTES PANELS WFCM -SBC be used. anchors where applicable to all connecting joists. 7/16" OSB 3" O.C. EDGE PLYWOOD 6d COMMON 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 6). IDouble 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 G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. t]� Floaors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. EDGE on plans. WALLBOARD /� 10" O.C . FIELD 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). 1Provide 2- 1-3/4"thick microlams( height to match floor joists)around stairwell and/or 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: C) other access openings unless otherwise noted (typical). NOTE: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing a JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8). (Dormers running up roof rafters are to be supported by double rafters on either side P q uate g and plates to protect and secure the structure.Verify with the QTY, SPACING , 0 whEere applicable unless otherwise noted. state code and manufactures recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000 CAPACITY. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 12" O.C. FIELD 1 9). 1Provide blocking/bridging in floor joists at 80 o.c.. Use solid blocking in floor joists ) PROVIDE 5/8 TYPE-X SHEETROCK FIRE STOPPING AT 100 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. U under all bearing walls. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. ct requirements.Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. ;__4Q re 10).�. Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. Section R602.8 - FIREBLOCKING REQUIRED O 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. � x Ex-� equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) H � 1 1) . Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick, 4-ply Fir 1). Nailing requirements alre based on wall sheathing and to form an effective fire barrier between stories, and between a top story and the roof space. OC O CD,'X exterior sheathing grade plywood. Plywood to cover over plates and headers. 3}• HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the(panel edge. If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. Z Contractor and owner for final review and approval. is nailed 3"on-center at tlhe panel edge to obtain higher o 12).. Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural K, 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor adhlered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, over subfloor as per manufacture's instructions. such as shear plates, shalll be used to maintain load path. levels. Concealed horizontal Furred spaces shall also be Fireblocked at intervals not exceeding 10 O 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet. Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed 13).. All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and 2).When wall sheathing is;continuous over connected using parallel rows of studs or staggered studs. ceiliings and over furnace to have 5/8"thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted to have regular 1/2" sheetrock. All walls to be taped and finished. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced toll - 16d nail per foot. 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 14).. All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or of N.Y.S. Residential Construction Code. drop ceilings and cove ceilings. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R314.8, N.Y.S. Residential Code, 16).. All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be !installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 4), At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of '`may Hsu . pp 9 p 9 . flame and products of combustion. DRAWN: MH/MS 5), For the fireblocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. 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I Z \ / CLOSET '---------------------- ' � / T 1 I , I ENTRY *H --------- -^ ------- � � ' 0 � I \ OFFICE / DEN R ° ° ° ��_lll��� — I WALK-IN \ \\t 11 I I I I DINING ROQIM CLOSET COVEIEB-PORCH 1 �� , I 1 I I I I ` CJ ` � (JAR -------—--------------- � F-1 =IF / • � o _ -- Gn C� " Q COVERED PO CH b \ yam. O R rz� o Gt o \ Ct 1 1 1 1 I 1 Ejj 1 1 1 11 \ O 1� OUTDOOR LIGHITING s N PROJECT NORTH 1ST. FLOOR PLAN t :- °¢` . ` i E SCALE: 1/4" = 1'-0' ; u e.:I � 4 DRAWN: MH/1`IS �x �'"`:� SCALE: 1/4"=V-0" JOB#: February 11,2009 $�$��y 4. �* ;�� # SHEET NUMBER: REVISIONS: REVIEW SET 01/16/2008 REVISED 02A5/2008 REVISED 12/19/2008 REVISED CIA412009 BID SET 02AII2009 4P- Poe 0 nl � 1•.7 m ^� ° 2 .' -------- ♦♦ cl ♦ ♦ U _--------+ % ♦ tY o 1 1 1 1 1 f ♦ , I l / ' I I -------------------------------------------- ---------------------------------------------------------- / I ♦♦ ♦♦ i ' I ♦ ♦ iI '� 1 / I ' MASTER BEDROOM No. 2 ' I .- ---------- ----- - --- (� (SEAT) PR - ? ( MASTER BATH No. 2XN�,� Fn ❑ ` / ' z1 , � f WALK-IN CLOSET _ ►� Q cDNT20L GF— � V'7 .^ rFT^•,I ® _ ATTIC STORAGE O O ' ----------------------------- ---•--------- ' I � i , �... �R ^'�R• w ------------ Q ^ N 1 BATH No. I 1'7 _-________ EXERCISE ROOM ------------ R I / , , I 1 � I / / I O O ,\OFFICE \ I I ----------------------------------- 1 1 1 I 1 \ I \♦ I 1 I I I I 1 •\ I I 1 I I I I ' � 1 \ 1 I I I I 1 I BEDROOM No. 3 1 N RTV ♦ , 1 1 -------------------------------^-- ' ' O 1 I 1 I I I I 1 Q 1 1 „ ct o I I 1 1 I 1 ' -------------------------------------------------------------------, � � c -------------------------------- ----------------------------------- C, cn ct _o ct M O DRAWN: MH/MS S N PROJECT NORTH 2ND. FLOOR PLAN y �` �;� SCALE: 1/4" � a - r JOB#: i { February 11,2009 E SCALE. 1/411 V-01 ' � E SHEET NUMBER: -