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Home My WebLink About34516-Z Sjjf F04 Town of Southold Annex 3/2/2011 =off C�riy� 54375 Main Road Southold,New York 11971 o • -V 10 CERTIFICATE OF OCCUPANCY No: 34852 Date: 3/2/2011 THIS CERTIFIES that the building RESIDENTIAL NEW CONSTRUCTION Location of Property: 9330 North Bayview Rd, Southold, SCTM#: 473889 Sec/Block/Lot: 79.-8-12.4 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. 34516 dated 3/20/2009 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 covered front porches, rear enclosed porch, second floor balcony, unfinished basement with closet and attached two car garage as applied for. The certificate is issued to Amoroso, Rebecca&Amoroso, Robert (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-08-0004 2/24/11 ELECTRICAL CERTIFICATE NO. 11602 10/12/10 PLUMBERS CERTIFICATION DATED 10/27/10 Mat 'tuck Plumbing&Heating A e ign ure FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold; N.Y. ' BUILDING PERMIT (THIS PERMIT MUST, BE KEPT ON THE PREMISES UNTIL .FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34516 Z Date MARCH 2O, . 2009 Permission is hereby granted to: REBECCA AMOROSO 9330 NO. BAYVIEW RD. SOUTHOLD,NY 11971 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO . CAR GARAGE, COVERED FRONT PORCHES & REAR BALCONY PER PLANNING BD. APPROVAL at premises located at 9330 NORTH BAYVIEW RD SOUTHOLD County Tax Map No. 473889 Section 079 Block 0008 Lot No. 012 . 004 pursuant to application dated MARCH 13, 2009 and approved by the Building Inspector to expire on SEPTEMBER 20, 2010 . Fee $ 3 , 081 . 20 Authorized Signature ORIGINAL Rev. 5/8/02 �1 Lf qs" Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWNN.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 corfsent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the appli rnr C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,A t ns to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory buildi .00NJ9Us1*03eT%0.00 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy.-$.25 DEPT. BLDG. 4. Updated Certificate of Occupancy- $50.00 TOWN DEPT. tD 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: V Old or.Pre-existing Building: (check one) Location of Property: C 3 c3 NO Y+ House No. /� Stree /� f ) A Hamlet Owner or Owners of Property: Ao�-ey-t- 14�d�oso keelbb�C . r> v e) S o Suffolk County Tax Map No 1000, Section 7ef Block O g Lot I , Ly Subdivision /y > y y� �Gwj Vj J S 0 Clio k S Filed MaP. 1 O Lot: U . Y Permit No. 3 L�SI Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 0 0 App/Iint ture SUFFOLK BUREAU of ELECTRICAL INSPECT0RS, in0. 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.: 11602 Rough In Inspection Date: May 13, 2010 Final Inspection Date: Oct 12, 2010 Application No.: 11602 Building Permit No.: County Tax Map No.: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above: Owner: Mr Amoroso Site Location: 9330 North Bayview Road, Southold, NY 11971 Owner's Address (if different): ❑� Residential R Indoor R11 Basement 0 Service ❑Shed Commercial Outdoor First Floor ❑Pool ❑Hottub ®New ❑Renovation 0 Second Floor Attic 0 Garage ❑Addition ❑Survey Other: INVENTORY Single Phase 300a Heat gas Duplex Recpt '90 Ceiling Fixture 20 HID Fixtures ....._... ....................... ................. Three Phase Hot Water GFCI Recpt .16 Wall Fixture 25 Smoke .... L... _...._... .__......, ....... Main Panel 2-150 AC Cond 4 Single Recpt Recessed Fixture 123 CO Detect ................ p Sub Panel AC Blower 4 Range Recpt Flourescenr Smoke CO Combo __....__._ ...................... Transformer Appliances 1-dw Dryer Recpt 1-30a Emergency Time Clock ..-............. __ ...................... . Disconnect :2-150 Switches 96 Twist Lock Exit Fixtures Pumps GFCI Breaker Heat Pump um Electric Heat Pool Linaire Exhaust Fan 5 Other Equipment:9-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_ �' 0 G o .. 00 N � Tj-n Hall, 53095 Main Road Q y • �`� Fax (631) 765 9 G' P'O Box ! 179 Telephone (631) -6: New York 11971.0959 BUILDINC'DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. — ty:r oS (Please,pf nt) l (Please pant) —� I certify that the solder used in the water supply system contains less than 2/10 of I Rio lead. I ignature) - )�W Swom to before me this � j.9v of �� 20 - DENISE KING York -`__ •...-_ . _ _...__Notary Public,State of New 7 Registration #O1KI604175 oualified,.in Suffolk Co n y2 tAy Commission,Expires May 15,Notary Publi - Counly, SOUlyolo courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION XFOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 9 DATE / INSPECTOR OF SOUTyolo 1ourm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. KFOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: r_ DATE 3�r� INSPECTOR ? SOUryo�o L courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION X FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: r h• v DATE INSPECTOR , J ( OF SO(/j�,0 co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION i ST [ ] ROUGH PLBG. [ ] FO ATION [ ] INSULATION [° FRAMI /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION a REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOU DATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION REMA KS: - DATE ` INSPECTOR �J �rl OF SOGryo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] "INSULATION GH PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 71� f DATE 0 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ tfFINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 0 REMARKS: DATE d INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN 1 [ ] FRAMING / STRAPPING [ FIN f [ ] FIREPLACE A CHIMNEY [ ] FIE INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS:_ 61�-�- ,:z,-o DATE INSPECTOR '" CHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchogue,NY 11935 631.734.4185 www.mksarchitect.com March 01,2011 Southold Town Building Department P.O.Box 1179 Main Road Southold,New York 11971 Re: Additions and Alterations to: Amoroso House North Bayview Road Southold,New York Permit#34516 (SCTM#1000-79-08-12.4) To Whom This May Concern: I have been to the site during the construction phase to review the strapping of the rough framing. I hereby certify, to the best of my knowledge, the strapping installation for this project been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very N F Q ' 1' .y. MAR 2 2011 W. ,. ' BLDG.DEPT. hwaartzrtz TOWN OF SOUTHOLD Mark Sc AIA Member American Institute of Architecture FIELD INSPECTION REPORT DATE COMMENTS � ro FOUNDATION(1ST) AJ ------------------------------- 4 FOUNDATION(2ND) Q �j z 76 ROUGH FRAMING& PLUMBING Y) ^� 91112, Cx INSULATION PER N.Y. STATE ENERGY CODE Q FINALG- u/i of al ADD TIONAL CO ENTS z m O z° O � ' � H x d ro H i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board'of Health f SOUTHOLD,NY 11971 4 sets of Building Plans e� TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check L� Septic Form N.Y.S.D.E.C. Trustees - „ Flood Permit Examined � 1 20�Qy- ® Storm-Water Assessment Form L� Contact: Approved 3 1 ,2(0 13, 2009 Mail to: PA M 9WJ / Disapproved a/c q / BLDG.DEPT. Phone: Expiration 20 TOWN OF SOUTHOLD Building Inspector APPLICATION FOR BUILDING PERMIT Date /61 Q , 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. ( ignature of applicant or name,if a corporation) U (Mailing a-&ress of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises eO6FMT .-P?610Q (As on the tax roll or latest deed) If applicant is a corporation,-signature of duly authorized officer (Name and title of co rate officer) BARBARA ANtd RUDDER Builders License No. iJotary Public,$50805 N$�y York Plumbers License No. Quaiii-jei in uufioik County Electricians License No. COMM10801Expires April 14,....--- Other Trade's License No. 1. Location of land:on which proposed work will be done: �. House Number Street Hamlet County Tax Map No. 1000 Section Block a� Lot 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 �/, A CIA& T b. Intended use and occupancy S//UG L C- Fly/t'1lC y 4C f 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fe < `'11 < 1 `� r-`; (To be paid on filing this application) 5. If dwelling,,number of dwelling units F F,; i Number of dwelling units on each floor If garage, number of cars i'h` zRAN 6. If business,.cgZnmercial or mixed occupaicy, specify nature:;arid extt of each type of use. 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 Nu ber of Stories v�v 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 A� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YES NO-V—Will excess fill be removed from premises? YES NO 14. Names of Owner of premises 1'6 Address Phone NoM - 70/ J'¢9Z Name of Architect 4/0,C G L�-� �Z Address Phone No 71 Q/P,r- Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY B QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO—A * 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) CO TY OZ�NU being duly sworn, deposes and says thi(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 a plication; that all statements contained in this application are true to the best of his knowledge and belief; and t4 jawa performed in the manner set forth in the application filed therewith. aU �af'°atv ask �4t7iY R�L'.l}a�J;�iQS 4 .. tua►Hied Sworn t re met in au01 A p IJ 14, ,v m s dayo 206,1 C) I Notary Public ignature of Applicant r New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony'Brook, NY 11790-3409 . Phone: (631)444-0365 •Fax: (631)444-0360 Website: www.dec.ny.gov Alexander B.Grannis Commissioner LETTER OF NO JURISDICTION-TIDAL WETLANDS ACT March.25, 2010 Mr. James G. Anderson 152 Warren Street Brooklyn, NY 11201 Re: . .Application#1-4738-'03957/00001 Anderson Property—2875 Bayshore Road, Greenport 'SCTM#1000-53-6-2 Dear Mr. Anderson: Based on the information you have submined,.the Department of Environmental Conservation has determined that the property landward of the functional bulkhead greater than 100 ft. in length and constructed prior to 8/20/77, as shown on the survey prepared by Otto W. Van Tuyl & Son on 8/10/64 and I.R. 681;is beyond Tidal-Wetlands Act(Article 25)jurisdiction. Therefore, in accordance with the current-Tidal Wetlands Land Use Regulations-(6NYCRR Part 661)no - permit is required. 'Be advised, no construction,sedimentation,or disturbance of any-kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent'any sedimentation or other alteration or disturbanceto the grotind'surface or vegetation within Article 25 jurisdiction which may result from.your project. Such precautions may include maintaining adequate.work area between the tidal wetland jurisdictional boundary and your project(i.e.'a 15'to 20'wide construction area) or erecting a temporary fence, barrier,.or hale bay berm. Please note that this letter.does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, George W. Hammarth Permit Administrator Cc: Frank W. Uellendahl,.Architect,'PO Box 316, Greenport,NY 11944 Marine Habitat Protection,NYSDEC File /VI a /2a-so Town of Southold Erosion, Sedimentation & Storm-Water Run-off � � ASSESSMENT FORM 4t1p1 PROPERTY LOCATION: S.c.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF roo0 Z O- /2-4 STORM-WATER, GRADING, DRAINAGE-AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ---------------------------------------------------- Item Number: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No ----------------------------------------------------- '( Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? ✓ r (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? ElThis Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlow! 3 Will th!s.P'roject Require any Land Filling,Grading or Excavation where there is a change to the Natural F Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? !/ 4 Will this Application Require Land Disturbing Activities Encompassing an Area In Excess of ❑ Five Thousand(5,000)Square Feet of Ground Surface? — Lj Is there a Natural Water Course Running through the Site? ❑ Is this Project within(he 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 F ✓ One Hundred(100')of Horizontal Distance? 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off M into and/or in the direction of a Town right-of-way? $ Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of ❑ any Item Within the Town Right-of-Way or Road Shoulder Area? — (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? ❑ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! ---------------------------------------------------- EXEMPTION; Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! ———————————————————————————————————————————————————— STATE OF NDAI YORK, COUNTY OF � d...\L—......SS That I, .. ,. ... :. .... ... being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) Anddial lie/slie is the ........ ..................................................................................................................................... (Owner,Contractor,Agent,Corporate Olficer,etc.) Owner and/or represcntabve of the Owner of Owgler's,and is duly authorized to perform or have performed the said work and to make and file this application; that all state-nients contained in this application are true to the best of lis luiowledge and belief;and that the work will be performed in die manner set forth in die application filed herei6h. Sworn to before me this; BARBARA ANN RUDDER P3 Notary Public,State of New York ............ ................. day of... ... ......................:.........., ,20. CJ No.4 55$45 Qualified in uffolk Count tamMloel4n F Irod April 1 , ffJ NotaryPublic: .. .. ............................................ .................................... (Signature of Applicant) FORM - 06/07 ho��pF SOUryQlo Town Hall Annex l Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • �O Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD November 5, 2010 p Pam Hunt �� 8 110 Long Neck Blvd. ,hF� `�- Riverhead, NY 11901 RE: Amorosa, 9330 North Baj13/09 Rd., Southold NOTE: See inspection tickets date 1 .1 0/2 Al (copies enclosed) TO WHOM IT MAY CONCERN: /ar-,ct q�'-&d pThe following items are needed to complete your Certificate of Occuancy: he � `� Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00 Vy- 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: 34516-Z New Dwelling SURVEY OF LOT 4 ° M°N. MAP OF 0130" NORTH BAYVIEW ASSOCIATES x PUPA FILE No. 10583 FILED ON MARCH 13, 2001 /�a 4rlRp V �i SITUATED A T S �2.52'OO., IN SrR fl BAYVIEW �MfM D TOWN OF SOUTHOLD �" -'�. .,:" ,,'4 n 'oo' SUFFOLK COUNTY, NEW YORK ..�-� �� 2s52oo. S.C. TAX No. 1000-79-08- 12.4 . ` '. ``" ' °s : �� ^hN o0 SCALE 1 "=60' SEPTEMBER 26, 2001 *� •1; p �ov4� MARCH 4, 2008 ADDED SPOT ELEVATION ''� Y` �i^�o oo� AUGUST 28, 2008 ADDED PROPOSED HOUSE �v ry� WgTf -_,� �.. i`�" v r•.'" ..be�... ,may'�° �V_', �h' AREA - 193,646.86 sq. ft. 4.446 ac. r :,•, h� �h'.. a J rr NOTES: c .��``,:..__,_._.;..:�sr_r... ...,._��.�,., . . �a [ 0..+61i7JIL imp �.•+rr'nil..�a.�lulj l� ,.i....L1cF �tf':.'�f.F tM1�::.1� ��- 1 . COVENANTS AFFECTING THIS LOT HAVE BEEN FILED r: IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY �O oe`" v oo o UU� e�� wry n.e,..rPr►%ph7 �m.r,.. a 2. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM �; EXISTING ELEVATIONS ARE SHOWN THUS: iI 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 TO 6 BEDROOM HOUSE IS 1 ,500 GALLONS. t R;_ : ' �a 1 TANK; 8' DIA. 5' LIQUID DEPTH O 4. MINIMUM LEACHING SYSTEM FOR A 5 TO 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. N t �� 2 POOLS; 8' DEEP, 8' dia. t Orr c, . . N v 0 PROPOSED EXPANSION POOL -�-� -j 7 ® PROPOSED LEACHING POOL 04 jt 'f PROPOSED SEPTIC TANK r,0 &(41 o n .. 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 2W o 0 . .... /i TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON SEPTEM13ER 21, 2007) .. O 0, Jr c .. DARK BROWN LOAM OL ti " 0.5' BROWN SILT ML Sa "Oro S 68. 67.5 SO•/3, 4' NO WELLS WITHIN p?, 150' RADIUS BROWN do PALE BROWN FINE O ,� / 64.6 �W o0 TO COURSE 5r ND :,;Ah',h - 1 ,� - - 54 lc °yoo�� R OU ...... 6.6)Nl 0 H PROPOSED .. opTiso:: u : rn / ASPHALT DRIYENIA I AO / 1 TEST H LE / 164.8 W I \ 1WE �... woo'° ziv —r rr �04 FOU 1 oPEp a / PR A �1 gyp) pPQ 19 ) o. At CER TIFIED TO: ROBERT L. AMOROSO REBECCA C. AMOROSO LAWYERS TITLE INSURANCE CORPORATION 5 v76,9 \`\ rj Q c) 4v n�O -41 PREPARED IN ACCORDANCE-WtTtt THE MINIMUM A,P STANDARDS FOR TID�L�e"SURVEY&,AS ESTABLISHED Q BY THE L.I.A.L.S.,AND''APPROVEa-'AND,ADOPTED _ �� o FOR SUCH USE/BY:WE,'NV W..YORK,SfATE 'SAND ell, 3� TITLE ASSOC IIATIOf RFEW F C IK,f ,.° O ,✓ .,. MOH �o ,�s•' d N.Y.S. Lic. No. 50467 N UNAUTHORIZED ALTERATION OR ADDITION Q TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE O EDUCATION LAW. OE IES F THIS VEYOR BEARING 'S INKED SEAL OR TH LAND SUR Land Surveyor EO BBE SA DV SEDLT SHALL NOT BE CONSIDERED CERTIFICATIONS INDICATED HEREON SHALL RUN �8 ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.O. Box 1931 ANY,, NOT SHOWN ARE NOT GUARANTEED. AND EASEMENTS OF RECORD, IF RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 N SURVEY OFN/� LOT 4 w s 72,0 j,30" 0 MAP OF NORTH BAYVIEW ASSOCIATES /s146' °� P�eBAyT,T A FILE No. 10583 FILED ON MARCH 13, 2001 s7z, wq�R,N SITUATED AT p 5?°°y f �PA �pA BAYVIEW Ap 1 S , D 89.95, , �N 2 s2•oo.. TOWN OF SOUTHOLD ,W7'' 0�49.8 2.5.00, f SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-79-08- 12.4 SCALE 1 "=60' SEPTEMBER 26, 2001 o' • MARCH 4, 2008 ADDED SPOT ELEVATION AUGUST 28, 2008 ADDED PROPOSED HOUSE MARCH 2009 REVISED PROPOSED HOUSE AREA = 193,646.86 sq. ft. ^tom ' �•:•:••;• /ryN�^ 4.446 ac. ^o .. rV ....:' 'h0�hti NOTES: v :::.... ........' 4bN 1 . COVENANTS AFFECTING THIS LOT HAVE BEEN FILED /�. IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 2. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM v Ui .'.'.A'.' EXISTING ELEVATIONS ARE SHOWN THUS: 500 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 TO 6 BEDROOM HOUSE IS 1 ,500 GALLONS. . ._: 1 TANK; 8' DIA. 5' LIQUID DEPTH _1 • O 4. MINIMUM LEACHING SYSTEM FOR A 5 TO 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL ARIEA. '►ri .' N r` 2 POOLS; 8 DEEP, 8> dia. rn N v° 0PROPOSED EXPANSION POOL \ �-� -' • �' .. :.: : . ..:.:.:.:.: \PROPOSED LEACHING POOL o o ...... ....... PROPOSED SEPTIC TANK 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD /i o OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. :::: �. /C'V:::: ti o^ ::.. TEST HOLE DATA TEST HOLE DUG BY McDONALD GEOSCIENCE ON SEPTEMBER 21, 2007) . ", DARK BROWN LOAM OL 0.5' ' .':':' .:':' BROWN SILT ML w' 3 / . .. oONCy0 $ 8 NO WELLS WITHIN : O (9 150' RADIUS 6�s so 4 y> BROWN do PALE BROWN FINE h• o / 64.6 TO COURSE SAND SM (>J 4 Ln / s SS4• 226 6j DRAINAGE SYSTEM CALCULATIONS: cfl ROOF AREA: 3,613 sq. ft. 3 3,613 sq. f r r t. X 0.17 = 506 cu. ft. / M\ ot. . • . Fq N :...:•• •.• N. 1� 506 cu. ft. / 42.2 = 12 vertical ft. of 8' dia. leaching pool required / / •q, •ap I '.: , f,:;... cn, a' PROVIDE (4) 8' dia. X 4' high STORM DRAIN POOLS 17' / % DRI EY j IL :.:.:.:. PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: / �) TEST OLE 648 Pr- 63.9........y/ tJ h6,~ ' w -lop :ri V, C� / op', / A,68 04 0 \ \\ 1 % s CERTIFIED TO: ROBERT L. AMOROSO REBECCA C. AMOROSO LAWYERS TITLE INSURANCE CORPORATION \(\'x 10 0v 24.61 � o r q<v 4V PREPARED IN ACCORDANCE WITH THE MINIMUM R STANDARDS FOR TITLE SURVEYS-AS-ESTABLISHED Q (V BY THE L.I.A.L.S. AND APPROVED AND.,AD PTD TITLEFOR SA SO ATIONUCH USE Y THE jJ P\��R{f StATEAND t � V 63 ;,^ SCE--1 32 r(3, Y.S.S. Lic. No. 50467 3 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY I�ry OF SECTION 7209FSTHE NEWTION YORK STATE LA W. Nathan ath n Taft Corwin I I I COPIES F I MAP NOT THE LANDSU SURVEYOR'S SURVEY RING INKED SEAL OR �� Surveyor d+ EMBOSSED SEAL SHALL NOT BE CONSIDERED 3'pf �V TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN 3O8 ONLY TO THE PERSON FOR WHOM THE SURVEY 21' IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys - Subdivisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 322 ROANOKE AVENUE P.O. Box 1931 ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 I SURVEY OF O`°OHC MOH. LOT 4 MAP OF MHO FOUNO �� NORTH BAYVIEW ASSOCIATES x 1 5 1 •46• MOH pUB�law.A �'v FILE No. 10583 FILED ON MARCH 13, 2001 eR, �4V SI T UA TED A T Op F EpOE OF PAVrAffNr 42,20 OAD BAYVIE /� I89 41APRONCT 1 S 72• 9s� ; 52'�0„ TOWN OF SOUTHOLD 0, 498 S2s•00. f SUFFOLK COUNTY, NEW YORK CO 2soo°a•.f S.C. TAX No. 1000-79-08- 12.4 �: o SCALE 1 "=60' SEPTEMBER 26, 2001 CO � .. MARCH 4, 2008 ADDED SPOT ELEVATION AUGUST 28, 2008 ADDED PROPOSED HOUSE ' MARCH 5, 2009 REVISED PROPOSED HOUSE b� �c=..ors �/!�/b"� .. C) wArfR�'He AUGUST 8, 2009 FOUNDATION LOCATION AREA = 193,646.86 sq. ft. .'.'. 4.446 cc. 6) NOTES: �ry 00 1 . COVENANTS AFFECTING THIS LOT HAVE BEEN FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 0 �' O o ''.' u 11 11 2. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM46 EXISTING ELEVATIONS ARE SHOWN THUS: ... N n II o� AUG 12 2009 O .. ^h p.... BLDG.DEPT. o o..... TOWN OF SOUTHOLD Il Qa o 00 �o /N ry. (0^ ....... TEST HOLE DATA h. ... (TEST HOLE DUG BY McDONALD GEOSCIENCE ON SEPTEMBER 21, 2007) W i Q=? ry0 0' DARK BROWN LOAM OL ...' 0.5' O 3� � `r .. BROWN SILT ML 3' / 4,4 '�,... k- O \ cOHO off S 68 j O 67.5 S •04, °13 03" F LOT N �� ti BROWN 3c PALE BROWN FINE ' 64.6 !_�• 00 TO COURSE SAND SM i 0 00... ....o N 26.6, o j / 71 v P ......".'...'. / 1 WOOD FOUHO '�...'.'.'.'.'.'.....3 ...�;....w . 0) 17' / / I I,. .. ......... / / I / I TEST HOLE ji u 00 w16. 58 4,Cy 25 'off � O<)�mo= :G2 v `� �� eU/�O/ry �2°°• , c A F / 680403 i! w \ l 0 CER TIFIED TO: ROBERT L. AMOROSO REBECCA C. AMOROSO FOL f0 LAWYERS TITLE INSURANCE CORPORATION y \. 76.9 �o\��o�v 24 '67 /, \ 4V Q y c �O 4. (o C PREPARED IN ACCORDANCE WITH THE MINIMUM O •O 4V Q r STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND Z 3 o TITLE ASSOC1ATfaN._—"-- 1HWf Cp O 10' �� / r '•v H .. off N 63• ��, _ _ I;• �^ S3, 20'' s'' � ) r. P;;`�`' N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Ov TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE p EDUCATION LAW. ct� N�lf�/� ry� THIS SURVY MAP NOT BEA THEILANDFSURVEYORSEINKED SEAL ORRING Land Surveyor Q Qk EMBOSSED SEAL SHALL NOT BE CONSIDERED y 9�S NN TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN 308 ONLY TO THE PERSON FOR WHOM THE SURVEY 27' IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 1931 ANY,, NOT SHOWN ARE NOT GUARANTEED. AND EASEMENTS OF RECORD, IF James port, New York 11947 Riverhead, New York 11901-0965 N I I I � AND Cow S 72'°1'30» COAc.'OUAID 7:1 � 51.46' 40N. pt/BL,C � Y lk� A7R S 12. ,N STRE S2'00„ q�M r 189. � 2 p = g I Oft � 2S,pp, £6 r� LU cb try 2s 2'00 d i .. b• L.v itf Q —1 f� co c., c: F.S. j.. f P I Gt • ter. ,,^^ es C. WAIZp i 1 E ,yam / o UNf SURVEY OF `, ` 5 I c J A �� V KJ ` m LOT 4 3 f LL w� MAP OF NORTH BAYVIEW ASSOCIATES FILE No. 10583 FILED ON MARCH 13, 2001 .� SITUATED AT BAYVIEW � TOWN OF SOUTHOLD %' O 00 SUFFOLK COUNTY, NEW YORK w _ a)2 S.C. TAX No. 1000-79-08- 12.4 SCALE 1 "=40' ►� :':':': :':' : .':'.' N SEPTEMBER 26, 2001 II p MARCH 4, 2008 ADDED SPOT ELEVATION AUGUST 28, 2008 ADDED PROPOSED HOUSE ~ ;L♦ MARCH 5, 2009 REVISED PROPOSED HOUSE `� >��• AUGUST 8, 2009 FOUNDATION LOCATION NOVEMBER 5, 2010 FINAL SURVEY CATCH' �. •BAS1N- C DECEMBER 14, 2010 ADDED DISTANCE BETWEEN SEPTIC SYSTEM & WATERLINE Uri `'�;. . "� ♦1 FEBRUARY 16, 2011 ADD ROAD DRAINAGE STRUCTURES O) .'. ,. r. . . AREA = 193,646.86 sq. ft. �\ .I N'.'.'.' ' 4.446 ac. �\ a .► r NOTES: o .•:•:•:•'.:�: .-�:.a�:::: w 1 . COVENANTS AFFECTING THIS LOT HAVE BEEN FILED ^� O IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY .� • � • 9 2. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM . . . . 2 O o EXISTING ELEVATIONS ARE SHOWN THUS: 5o.0 °.' .0 �� : : . .: ' . . . . . 67.5 so �31 4 ,, r o 0 3 E LOT 64-6 00 ��. ti / 6 fay . . . ro . . . . . . . . .' . . . . . . . . . . . . . . . . . . ..... DyC FpUy • p•./• e. BLUESTONE DRIVEWAY I/pH / ..: "� ..•• /. �:. •� '' • ,' o�. . . . . . . . . . . . . . . . . . . . . . N / y 6 • �. . . . . BELGIAN BLOCK CURB F. . . . . . . . . . . . •• RaH a�-:r �, / 2 r3 WPC i . . . . .........'....... . . . . . . N. ..e ••••••••.•.•••.•.•••.•••••.••••• S ' T' F O 2 ti e3 9 �. W► _,�N, 63.9 cp 0. SEPTIC SYSTEM TIE MEASUREMENTS 7 ` " HOUSE HOUSE CORNER QA CORNER ram, ?r"� is^ce / i�'` SEPTIC TANK ,�, . ti�h k LD cy', F _v�e� COVER 1 25' 45' IN- ��•� �ApD / O \�� SEPTIC TANK 29' 45' G4r`� F / ° COVER 2 [� DO / COVER 3 LEACHING POOL 43' 48' ~'��o� OHO / LEACHING POOL E0 C? COVER 4 55' 43' A, o`9 68.04'03\ \ CERTIFIED TO: ROBERT L. AMOROSO \, v REBECCA C. AMOROSO LAWYERS TITLE INSURANCE CORPORATION E1, '\ aw Q) \ v '\ � Q oo � ►: Ov ,yDN nj0 Cp%�yDGND N, Al 63°S3, UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. S COPIES OF THIS SURVEY MAP NOT BEARING w" THE LAND SURVEYOR'S INKED SEAL OR (� EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. w o CERTIFICATIONS INDICATED HEREON SHALL RUN ° SNLY TO THE PERSON FOR PREPA PREPARED, AND ON HIS EHHALFOM TTO THEY LENDING MINSTITUTIOGOVERNMENTAL �LISTED THEREON,AGENCY NG INSTI- IG TUTION.TO THE CERTIFICATIONS ARE NOT SGNEES OF THE DITRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF O8 ANY, NOT SHOWN ARE NOT GUARANTEED. 1 ' PREPARED IN ACCORDANCE WITH THE MINIMUM Lathan Taft Corwin III STANDARDS FOR TRLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. Land Surveyor °c rt�>v yo NFT f,r Successor To: Stanley J. Isaksen, Jr. L.S. ' Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout f ' PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS N N.Y.S. Lic. No. 50467 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 21-471 I I REVISIONS: REVIEW SET 11/21/200B BID SET 1 211 7/2 0 0 8 CONST.SET 05/05/2009 14'-0" 14 -01/2 3'-10" 5'-6" 3'-1011 16'-4" 4'-1" 5'-9" 4'-01/2" 24'-2" 10 7'-0" 7 -0.. 2'-9" 2'-9" 0. 8'-2" 8'-2" 10'-5" 3'-3" 10'-6" o ° �-__---___- _ \. \ o 4,-0„ 14"TJ1560 WOOD-I a FJ @76-OC (2)2X8 ACQ_ , - • - i __ cV ° I-- -(2 2 ACFQ - v o v ' --�'• . �. . TYP.8"C NC.PIER W/ {= _ = r =f=_ e • o• a p e o. d p e 1 (3)1-3/4X14 ML FL.BEAM w p ;° 24"X24"Xt "CONC.FTQ. ,___-_: v ' N -- - ----- -------- , ---, - , ;_o 3'-0"BE WGRADE i j\ O -----4 D e • O • ---- -----• l ° U 1 I 1 o • + cc 4-1/2X4-1/2X1/4 i i 1cl ,' o 20 STEEL COLUMN 1 4 a ri W/4X4'Xl 1 Lu { ' CONC.FOOTING 1 °' . . o, v e , p e . . . o, v , p e . . • U h� w v REINFORCED w/ =' W 1 ____._._ ___.________._.__.- --__'--_-_---_i ° \ en H en 0 #5 REBAR @ 13"OC ' � 01, O ; c i (MINIMUM: I ol� ----� "� �• k w CRAWL SPACE I I 0 A7 a I - ' -- I x u ,, I �( tn 2)11 3/4 14" L FL. i i I =� I < ---+- � d Lw i °' ° 10'-10„ I—Ol/z v 0. J I °Q! ° _____.___-- LL I L I D F u- , ° ____._ .__--_-- _-_ct --- ,. ,0 v O• Od . p d p• �d p • I fl I U I , •D ./� •�D IJ I p'J, ' . �• Dd p• 6d,. • , I 0, 0o D d ♦ O• Od D d • G• �d D ® • 0• �d D a ! . ;-------..- '---- - .- ____-' LL H. F --- S36X24_ __ _.__..._ Q4 _ .._ ._____.__._____.__. _ _________ .. _ _.__._.._ ._._...____.__ ________._.__._-_ _._.. __.__.___-.__.._.._._ , 'a �D`n ' p .— 4 I � z f •D ACCESS OPENING ' ` �o ' 10 —10 r� H p� r, n c 0 a N , E E . 4 Lu ¢ 3 I A I ° ! O ! A 13 e l m R d R .� 1 I H I `d' , T o O ►' D U- !C I H O♦! o•! I-I I X I � • I I 1 rr�/^� � d�,a 1 I c I I IW W— , . _...y------- _ coW 1 I N '("2— . . �� . v • (2 1-3/4X14"ML -1. HDR. a r -__-_--_-_.__-_ _..._._.I v4 I �-- M _..-_...__-.. I 1 I •, n• vd p e I M I • � , . I ; I T� vo o BIL C- 00 •------ ___-__ , „ _____________ , •_'___-___^____,1 �, » _____ ns t1 u______-_ " , " _--___--__• '-0 /4" �_____________ 9'-0/2" �J /12 EXT NSI N I 1 7 —7 1 1 7 —71/2 1 , ! —7 1 _ -3 —�V,l - 1 9 —01�� , 1 3 1 • RIF SI2 /DI S. i e 1 (3)1.3/4X14 ML I i 1 I 1 1 1 1 ---__, ,,a ' IN F ELD Rt I I 1 1 I 1 1 I 1 1 (v 1 1 (v ' T C $T UCT ON i I I t 1 1 1 19 I I ' L4� OVER GIRDER1,' 'l.]i'" 1 _ WBX�5 STEEL GIRDER W8X35 ST;'EL GIRDER W8X�35 STEEL GIRDER 8X35 STEEL GIRDE({ �V8X 5 STEEL GIRDE�i W8X35 STEEL GIRDER 4 I I I ; e w/(2)2X6 PLATES w/(2)2X16 PLATES 1 w/:(2)2X6 PLATS ' Iw/(2)2X6 PLATES 1 1 w/ 2)2X6 PLATES 1 1 w/(2)2X6 PLATES a ; 1 a 1 1 1 1 1 1 I r 1 1 1 I ' 30"X30"X12"CONCRETE FOOTING to • ---m-I------ ----------' t-------- ---� ---- -----_ --------- ----- v REINFORCEDw/#5REBAR611' i 4 i V1 Z '4 ; z 4-1/2X4-1/2X1/4 STEEL COLUMN - 4-1/2X4-1/2X1/4 STEEL COLUMN ; '----- EACH WAY(MINIMUM:3) ° I O J I w/5'X5'XI'CONC. FOOTING - I w/5'X5'Xl'CONC.FOOTING o i i `t C`1 Q� Q In LL I - REINFORCED w/#5 REBAR @ 1311 OC REINFORCED w/#5 REBAR @ 13"OC i ' o r O m I ' (MINIMUM:5)(TYPICAL) ' (MINIMUM:5)(TYPICAL) v O I 00 I N --------- Iw •, ._----- GARAGE - I 1 I I d 1 M 0 M 1 I 4 `'� Cc W 0 Il-I. r t _ - I CLOSET I _ _ _ _ a ,�..._•____•_v_4_ ___va_•v_^•I• ' I's ixmo• 1. __-__-__._.. ___ _____.----------------, ,— • 17 I I 'X '^n . '. D 4 p e .v . '. '. 0 Q D e .v 1/„ 0 1 1 t I ! D I • ^ LEDGER BOARD TO BE FASTENDED I (2)14"ML I °� ; TO BUILDING WITH TIMBERLOK(P co FLUSH 3'-6"STAIR p SELF-COUNTERSINKING SCREWS U - I v 14R 9T I ; BY OLYMPIC MANUFACTURING v I I , oo i 16'-0" I @7,84"+/- I j\ o (2 SCREWS @ 32"O.C.) 9-1/2 ML TYP.8"CONIC.PIER W/ v ' @16"0C ' 124"X24"Xl2"CONIC.FTG. a 0"BE GRADE41 a , (4)2X10 ACQ GIRDER 1 ' I• •• D 4 p .o • • O O D �' I 'li; .1_._ .'lil. - li,;;�..f' -:I: 'ij: ._I: II • v '• ° 4 D •v . p 4 ♦ O .v S��_-_-_-_---__C_____________�-{s�.yaj r .v _ ••• O 4 O •v '. O 4 p •v '• O 4 O . D 4 D ' D A.a� T ----__-'_-_-..._--_ _ -__T�7.i./= O 4 d .v •o • I d , I I: i; - - °• COMP T'CLEANTILL i l �'.--' �� \ _I � o. I I '_ +{ I. I I .�'I 'I I 1,' I i, }I I 'I �I I 1 ' I I '► 00 2 , •a i _ JI � 'I ,,'I`I , , ,, ! r 1 a Da 4aLit!1 „if , ► Oo O D ► �4+ • O • O • O • O O O O • O • -4- O .'7' ...0 • O __JI a s • ' a ' d ' d ' a • ' a a a a - d • ' a " ' a • ' a ' d a ' d a I 1 1 1 1 CONCRETff WALL(FACED w/CULTURED STONE) FOR PC)RCH.B"THICK WALL(EXCEPT AT 1 ---- ------------------ --------, 1 1 COLUMN LOCATIONS)w/16"X8"CONC.FTG. Vl 0 , 1 , � F-r••1 -- J w I 6'-3" 3'-6" 12'-2" —101 — 11'-0" 1 � H 27'-6" O o � 14'-0" 14'-6" 12$-3$1 14'-6" 13'-01$ 27'-4" Z M M 95'—7" s•kw tt A' _tijn •p 'r, t 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 ORG OF N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING. FIBERGLASS SILL GASKET. ""�. - �":, ``r• J d" T 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS 5).PROVIDE 5/8"DIA,ANCHOR BOLTS AT 3'•0"O.C.AND W/I 1'•0"OF CORNERS, TO HAVE 2•#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A •�''t 5� .• �', ACTUAL NORTH UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO -';4�''„�`"1��>r:r+.• ,at �,�, W BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. `•"d DRAWN: MN/MS FOUNDATION PLAN PROJECT NORTH 3).FOUNDATION 1/ "E SLAB TO BE I THICK 3 MATERIAL CONCRETE MEETS S ADJOINING COMPACTED FILL. SCALE: 1/4"=1'-0" S N INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 6).DROP FLOOR JOISTS DOWN AS NEEDED FOR FINISHED FLOOR TO BE FLUSH. i i WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE JOB#: SCALE. 1/4" r 1 -0' E REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE November'09,2010 AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL BLOCKING AT B'-C"O.C.AND MIDSPAN. SHEET NUMBER: JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE GENERAL CONTRACTOR TO COORDINATE MEETING WITH THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL OWNERS FOR APPROVAL OF ALL ROUGH ELECTRIC,PLUMBING, SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB 15 TO BE NO AND HVAC PRIOR TO INSULATING AND SHEETROCKING MORE THAN 16 FEET_ PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN ®e MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. I J I FEWISIONS: REVIEW SET 11/21/2008 Uf,'DERVVRITER�CERTIFICATE BID SET 12/17/2008 REQUIRED — On FUI ILAW L USE " U�l o NTW"!T GERTIFICATr OF 0 NORTH RETAIN STO SAYvIEW RCAD R RUNOFF HAPTER 236 li6p 6�.® N CODE. 7 N 26`6'40" E 585.00' 97 4 tiH c u N 4.. MUST C'0. f"u_ C011`1 S I i AL L M 2 T THE N 20006'40" E E_ 74.5' N 26*6'40" E 300.8' r=L, 64, r!E-CODES OF NEW YOFA 8,TATE, NOT RESPONSIBLE FOR Dr.N',."N OR CONSTRUCTION ERRORS. ALL CON Sl'i-, 1"c,11 Sili!,11 E TIE, REW` NIA G E N "K STATE. 1 11 1 DES OF NEVV YOR ALL PLI:1.1•2 31,"i G WASTE &WATER LINES NEED A� TESTING BEFORE COVERING CERTIFICATION OF NAILING & CONNECTION S < REQUIRED. E PLUMBER CER TIFICA TION 'T"_NT BEFORE ON LEAD m CER TIFICA_'i `_)(3CUFANCY DO NOT PROCEED WITH FRAMING UNTIL SU;WEY coo ci SOL DEF KA TER Q0 SUPPLY} p \ Ll.ii CANNOT OF FOUNDATION LOC,,�`ION 7 HAS BEEN APPFI&� EXCEED 2/10 01' 1 LEAD- C) o F E.' N Is f= A cl E (P S4 P'�' \ r� 5.0 p N"N' EASErIENT u 7 tJ ha " 'Z 'cl rn TEST HOLE 0 EL, 64.5' 0 A, C9 6 h > / cc .0 N # "',q) 40 El_ 637— Q. 40 10 c1l STONE N!!��" R-0140 131 97, CC)GAL.SEPTIC TANK YN N 24"0'12"_E_204.61- 0) LP &'CIA.,8'DEEP LmsHiNG POOL -4 BASIN .........—------------------- EXPANSION POOL COMMON r)PIVEWA`r E,46E�IENT FOR EL 240,20' 6 24000'12 w N 24odl' E 240.2' IN 24"0'12 E SCTM 1000-19-00-12.4 SURVEY BY: NATHAN TAFT SITE PREPERATION: SEPTEMEBER 26,2001 1).EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, '_0 CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY PROPERTY: 63,861.1 SQ. FT, COMPANIES THAT THE AREA IS CLEAR. (LIVING SPACE) HOUSE: 2360.8 SQ, FT. 2).CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE DONE BY HAND. r NOfRTI 4 BAYVIEUJ ASSOCIATES GARAGE: 114.0 SQ, FT, 3).CLEAR THE SITE:AT LEAST 20-25 FEET(IF APPLICAIBLE) FROM THE FOUNDATION. (1.19I) A).CUT UP TREES(VERIFY WITH OWNER)AND HAUL THEM AAWAY.. 8).CHIP BRUSH. as Q.REMOVE STUMPS AND HAUL THEM AWAY. LOT It4c, 4 ENCLOSED PORCH: 155,2 SQ, FT, fia (0.2%) 4).RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE. COVERED PORCH: 306.5 60. FT. 5).WHEN THE TOP SOIL IS PRESERVED,TILLTHE SOIL FIRST,AND THEN REMOVE 0 (0,49.) TO A SAFE LOCATION WITH A FRONT END LOADER. cn V C) 6).FOUNDATION EXCAVATIONS SHOULD BE AS Li VEIL AS POSSIBLE.SET ELEVATION ;--q BENCH MARK PRIOR TO EXCAVATION. 0 b in OVER DIG FOUNDATION HOLES TO GIVE PLENTY iOF POOPA P,FO A WELL- Z' S IT E PIAN 7).DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. rT A). IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED rn SCALE: 1" 30'-01 OUTWARDS AT A45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING. 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). A),AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. 9).PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. 10).DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION; DISTURB VEGETATION ONLY AS NEEDED,THEN RESFT K"RFPLANTASrOON AS PRACTICAL. 11).LIMIT EQUIPMENT TRAFFIC IN AND OUT OF TH ap Dro,N ER UNCLEARED AREAS. PROTECT UNCLEARED A4, S'A* S NC THER BARRIERS. PLA,CEBAP,PIERS'AROL)NDTliED,R'I �11f FR'l*f.L a JURY A TO THE ROOT SYSTEM.IF A PERMANENT Dki E� I Ndf7.'` . 1 N"' EFjTRE L CONSTRUCTION BEGINS,A TEMPOARY GPAVfW V 'PE I !nAlLED DRAWN: MH MS 'WHERE VEHICLES ENTER THE JOB SITE. —fill SCAI,E: N.T.S. JOB December 17,2008 SHEET WMBElk: <;C.TM#- 10007-08-1402. .4 s ® I -- REVISIONS: REVIEW SET 11/21/2008 BID SET 12/17/2008 BLUESTONE CHIMNEY CAP iIl1/ .cvv e r -.� CULTURED STONE 2'(MIN.) a,... �' A,MixA{ -�,rt' CHIMNEY " � � .. _. 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' + i E'-' 1 30"X30"XI2"CONCRETE FOOTING t m I 1 - •--- •-------,----' ----- -------' •--------------• •-----^-------__. / v I REINFORCED w/#SREBAR@ll"OC = 3 4-1/2;{4-1/2XI/4 STEEL COLUMN ,' 4-1/2X4.1/2XI/4 STEEL COLUMN •-------- EACH WAY(MINIMUM:3) o ; °N' I I w/5'X5'Xl'CONC.FOOTING I I w/5'X5'XI'CONC,FOOTING 4 1 , I A o -------- J 11.L w REINFORCED w/#5 REBAR @ 13"OC RE:INFORCED w/#5 FIEBAR @ 13"OC ' ' 4-+ c9 co o � � ;�, ' (MINIMUM:5) (TYPICAL) � --- --- � (MINIMUM:5) (TYPICAL)PQ re W n p ---- GARAGE O LL I I Lu U� I I /' ' ' \ t� ____ _ i • I 1 1 I Lu i f ° I ILu I Q x l ___ ___ I= ' 4 ' 1 PEEi J ' ' 1 1 4 W LL LL ° ' 1 T W 'h I �h _-__ ___ xx a i C ,_-_. _. _,_. __--_ 4 1 M M ' -- - 'M 1 T'S�p�ld_TT-',r 7 p- ..v ,• �21/2" I I \ `V M I 'M LEDGER BOARD 7O BE FASTENDED (2) 14"MIL I no i TO BUILDING WITH TIMBERLOK@ ; •• ' v FLUSH HDR. 1 3'-6"STAIR SELF-COUNTERSINKING SCREWS u ' 14R 9T m � Q i 7.84"+/- ti i v i BY OLYMPIC MANUFACTURING �) 1 o f @ I (2 SCREWS(� 32"O.C.) oc C9 I I `O ' I 9-1/2 ML TYP.8"CONC.PIER W/ ; ' ; ' I v l 1 1 @16'OL. 1 124"X24"X12"CONC.FTC. v l p o I F—r . 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HEIGHT AT 8'-0". 4).PROVIDE 2-2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES t^a a EXTERIOR OF FOUNDATIONS ARE TO BE DIAMPPROOFED 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. c,a 2).FOUNDATION TO HAVE 16"XB"CONCRETE:(2X4)KEYWAY FOOTING.FOOTINGS 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-O"O.C.AND W/I 1'-O"OF CORNERS, TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A ACTUAL ORTII UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO _ Cj)N u BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. DRAWN: MH/MS F lJICJD�A TI PL.APF,OI�ECT ��OIRT 1 3).FOUNDATION SL46 TO BE 4"THICK 3000psi CONCRETE ON COMP,4CTED FILL. ;SCALE: 1/4"=1'-0" INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 6).DROP FLOOR JOISTS DOWN AS NEEDED I'OR FINISHED FLOOR TO BE FLUSH. i i WALLS,COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE JOB#: SCALE. 1/�11 = 1)"O1 REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE December 17,2 008 AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL BLOCKING AT 8'-0"O.C.AND MIDSPAN. SHEET NL;MBER: JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE GENERAL CONTRACTOR TO COORDINATE MELTING WITH THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL OWNERS FOR APPROVAL OF ALL ROUGH ELECTRIC,PLUMBING, SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO AND HVAC PRIOR TO INSULATING AND SHEETROCKING MORE THAN 16 FEET. M PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN MANUFACTURER'S WARRANTY AND SHALL BI?INSPECTED TO VERIFY ALL WORK. REVISIONS: REVIEW SET 11/21/2008 A B --------, D -- ------, < E --------, F --------, BID SET 12/17/2008 I I , , I + + I I I + 1 I I 14''0" 14 0'�!" 3'-10" i'�6" T-10" 16'L4" 4'4" 5'J9" 4'-1" 1 24'-11/2" 0. 4'-0" 6'-0" 0, 4'•0" 01 7-11/4" C-111/4" 7 018'-2" 8'-2" I T-0" 10 TW20410-2 o ,yo�1 °R� 0 .�■n Ill � ►, � •i '� ter► N --5-0-- TW2646-FWG60611L-TW2646 __ __ ____ rCl ral , /) J o .�, " X6 t,�y (2)2X6.'� ( 1,\ 1-3/4X7-1/4 ML ' _,(2) r• -..�\� f.; �� r N.�.,;,-./..- �' ABbVE V' •P ST,+ 2 48 CJ POST�� '" HSS 4-1/2 X'q ">C 1/4 y @16"OC �y 1 r t 4_. A @16"OC / ` '1` TUBE STEEL COLUMN r- ') " \ f 1 3 1-3,°4 9-1/2 ML HDR. m (EX (:A'.l' R W LL Mgvfy` ` \, / / - - (EXTERIOR WALL AB VE)-- __ N ( ) ' --_-- (EXTERIOR WALL ABOVE) ----------- (2)1 /4X14 s L w/3/4'STEEL FL. P1 ATE ,.HDR. , ■ (2)1-3/4X14 ML w/3/4"STEEL FC.PLATE FL.HDR. , bX6 1.8e i_ ------• (2) I-3/4X14 ML w/3/4"ST.FL.PLT.FL.HI RE I I I I I I I PARAL�LAM_ -r DW I 0 O O oCILUMN`\ �' j a, COLUMN r_ i ' _TC_ I ' O ' on U R = e ___ ______.._____..,_..__..._ ■ STORM AND SCREEN DOORS a O ce rnn AND WINDOWS BY: in oo _ I _(2)1-3/4X14 0 0 O COMBINATION DOOR CO. --_ MLFL. HDR. -•,.-� ¢I Q 920-922-2050 ----------- ------------• � w 1 --^'"y \ LL, "''■ DOOR:ULTRA VU 1 l� -t+ ev' WINDOWS:TRADITIONAL No.11 I I U7 GO I Lt, Q _ i 12 LIGHT(MODIFIED) �j. i REFUSE STORAGE �EE: TW30410 TW30410 _ 1 �_ _..._..--.... ..._.. w w I i j_ _ s pi ,,` S 1 -----------------_ -' j in I ■1-- f 7 I Z P'- a J (( 3' J jtP/tu�H I'{ 1 ■ ' L��. ,I I-I 0, � 10'-41/z" A' IALY{ t_'i I ' JL1LL1 Y �Jy, 1 .� I _ ( , _ ONE MAN LE 4�I� C. J ( ■ IO-- -- - --- ---- - ._ I w TV_/LBP' 11� � w ( w OI - ".� I' - --J ---I ---- ----- __ ; �- e) LISI�F) i■!� a oN wI - -- --- I I r I- t, i _ - XLII - � i 'X: r--_, 1 00 oo■ ' PANTRY w _--__,.___-__---__+a-_ - _ � Cry r-----.�._.---- I I ElJ_ - ,.` _.- " ryJ I i `n I I ,= M I -(` - ------- / -, C I V `'-,I � ' _(2)1-3/4X11 �- j ' - M M■ _� , I ,� f I 1 I 1 _ ' 1 I 1 J ML FL.HDR. x r l+ 1 4X14 N�I]12"OC: '._.._._. C ---'---,f�__--_�, ■ Iml N I^ I i I ! �I 1� X-.'=-.,.Y 1I._Y 00 o 13'6/a" 13''l" I 8° 4'7 4'9'/z„ i I1 � T - x x 8'3" _ 20'- ---------- 5'4" �, G 1 �+--SXS COLUMN - f/,., 5-0'/z 3-0 5-6 w/CAP&BASE ' (3)1 3/4X,9•I/2 ML HEADER ■ 1 ■ (3) 1-3/4X9-1/2! ML HEADER ■ -5 0"- - - 1 _'- --- BEARING WALL - - - 6-0- - - - 2)I-3/4X14��MLFL.HDR ' ■ I ■ I (3)1-3/4X11-7/8 ML HEADER ■ , —^ - I I r. -]1 I O Z BILCO C-DOOR I I 1 , I I I o 1 1 p n n u u q 1r'+I A"'-:ir'"-y 1 Q I I I ' , 1 I 1 I tl 1 1 ,1 11 11 II L 11 4 10 , w/12"EXTENSION o I i I I , 1 1 1 1 u 1 1 � u n u u u, I BATH �' I 1 - -- I I IUP I 1 1 tl 1 ' 11 11 II O II II OC� 6.6 m 1 1 I 1 1 1 11 11 11 11 11 `^A LI R G E J ---- a'� �p f ® Q I 1 - 1 1 1 1 1 tl 1 11 11 II 11 11 2YLL�L�L�Ll1L� I 1 _i,., _' - DOOR 1'O BASEMENT ■ k PE 1 1 1 1 1 1 1 n n n 11 E 11 u I f - yl,,.... m T1 , �` d' I I , _ 0 I I 1 I I p 1 1 11 11 11 II 11 1 - I 1 1 I 1 1 1 11 11 =11 _ I I =- `_ _'I, - W O 0 7,7„ 5,6,1 2 4" I I _ - ' --, O N _ �'>- ■ I TO BE SOLID-CORE -_ _ Q I ■ ,Z -T__.. _ F-4 w ",I ,I w - ----- - -• TO 3'-I,WID STAIRS 5/8"TYPE-X = WITH DOOR SWEEP ■ }I V 1 ' w/WEATHERSTRIPPING ---------- T r - .r:�`�' �r - "- I ; ABOVE 14R 9T �s^ , , FIRERATED SHEE'TROCK 1 i. iv I I I = •C 1 , `„ 1 -------------------ram-- I 1 i yN \1 I $'-0" �®r APPLIED PER CODE - - p j l"�� r `v{ I I '� °----------------�_--_--_. i / Oi`d WALLS&CEILING -- - RI R AL-AEIp E } 1 4'-W LL j I --tt _ "J 1,. `-----•------------ ------ , ra--- _O, e , 1 - -- -- - --- -' I ' - 1 .i 2'-7'/2" 10'-41/2.1 1 .t- 1 I 1 1'10'h" . I. 1 6'0" 2'2" 2'2" _ I 1 - -- l 1 - - __N x n ___. _ d. I ..._., .� .. � MUD I (� ROM n n A ' ' -.. ..,i5. ------------ 51/2 51/z" \` B OJ—� 111151111111vw1 tV CAI�•p�/ X r ` 1� �( ,7 I ■ ;,< e _ , I ,DOORT E45MINU�E w w CI V1.L1L ---------- 1 �•...�; Y,,..''=, "� - 1 F CEILING •RATED WITFN //` r:. __. "---._:.:__-_----- /,... M, O L - .__. - N FLAT IL NG I 1 ( �1... _ SELF-CLOSING HINGES l J I , y4x14�m _ �a-1 ,rvs,q •` .!^� r;�m,-: -- --�, I rn H 1 STEEL JAMB PER Cr7iDE1 i /I, I - ' BSI on TW2636 '-----_ S-- - 0.__-. �1 - \) -rl --- In 1 - - - � I \\.".� � -L- 00 1 I I 'w ° '- .'-- ,- __ -..I - ' _n EX�ETtIQR WRLZ ABOVE ■' o OPEN / C#tIRWAt,A81TEf �; 636 36 p in TO pl o � �+� I ABOVE , .OFFILLL ,d 4'-0"eWIDESTAIRS �..tr�- P(r^ 1{'t" ,-------- ..l ":, I �- :,........_......__2. -- _-._..____._____._-___r.__..._.._,____,.A.__:�.<e... .__.__- --I•I i "=IL`.� �t�< i I -� o m■ ■ l i 16R SIT®7.6T'+/ ? ■ 1`� I- i ;_E.h '(- I COVERED (3)14"ML FL_HDR:.'r -----__ --- (3)_1-3/4X14{ML w/!2)5/E1_STEEL FLITCH PLA1S FL�JSH H,EADF�Fs i i J' "/I''' '"� (= I I r PORCH yy on 53L1�3/4 ML FL.HDR. _ N __ _ � N 5/4X4 MAHOGANY DECKING " _� ■ ■ 2 2 enc 6 c� ■ ^13r.71,--1 ■ ' - ------------- i-�- -------------------- ----- -( . )'.---- IT-7 12-3 ( ) ( ) ■ EXl"ERROR CVALL ABOVE Pn STEEL H GER TO (2)2XEi (2)2X6 FJ (2)2X6 (2)2X6 SUPPORT INIMUM: n '� ■ POST POST ■ ■ POST POST ■ ^� I LL:460.DL:9901 FJ ■ I,. ' 4 2X12 DF#/2 HEADER(BOXED 1-4x3 Oxl-4v.7-0 ENT RH I O _ ( JXED IN I (3)1-3/4X11-7/8 ML HEADER C --------' (2) 11-7/13 ML tin/(1)5/8"STL.FL. PLT.HDR. TW2842 TW2842 3'DEEP (3)TW30410 (3)TW30410 STONE APRON I In = COVERED PORCH i ■ N fi'- BLUESTONE PATIO N ILL 1,2X12 F.G.COLUMN p w/CAP&BASE p N 6X6 ACQ POS"r INSIDE `� ■ 1V ' ANCHOR TO PATIO ry Iry THRU-BOLT TO HDRS. 2X12 DF##2 HEADER(BOXED I __, ,_ (4)2X12 DF#2 HEADER (BOXED IN) 1 1 I 1 I 1 I 1 _T 1 W ` � Q a 6'•4" 71-8" T-3" T-3" 6'-11Jz" 6'-11/s" T-3" 7-3" 2'•6„ 4,-0" 4'-0" 2'•6" 8'-1„ 14'-3" 5'-0 Q x� O x+ H 14'-0" I4'-6" 12'-3" 14'-6" 13'-0" 2T 4" O G 70, �-I z 95'-7" ?-j G crl I I I I I M I i I I I Cry 1 ( 1 I I 1 I I I I 1 I 1 I I I I I I I I I I I I A ----- I B --- ---' D -- ----- 1 E ------- F ------ _1 LOCATION: NEW AREA: 1).PLATE HEIGHT AT 9'•0"UNLESS OTHERWISE NOTED.SEE SECTIONS F-F 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X15 WALLS AT 1219 >, .,,' �-'�'. •R•��," 1ST. FL. LVG. SPACE 2360.$ SQ. FT. AND G-G FOR GARAGE WALL HEIGHTS.REFER OTHER SECTIONS FOR AND 2;<4 WALLS AT R13. " OTHER HEIGHTS. p. 2ND. FL. LVG. SPACE lE)22.2 SQ, FT. 8).INSULATE CEILINGS WITH R30 INSULATION. I ; `�',:' ' (� 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. l '«,<jI } i` a T A T 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. A W A U L NORTH 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. BATHROOMS SHALT-HAVE!MOISTURE-RESISTANT SHEETROCK. '1 1ST, F-�o��Fz E��Ar� PRGJEC T f�lGRTH 4).DOUBLE UP FLOOR.JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 10).PROVIDE COMBINATION SMOKE&Co DETECTORS(BY KIDDE)AS , .,,:, ,, : DRAWN: MH/MS S N BLOCKING AT 8'0"O.C.AND MIDSPAN. INDICATED ON PLAN.DETECTORS SHALL BE HARDWIRED WITH ''•_; �, i i BATTERY BACK UP. SCALE: 1/4'=1'-0" SCALE: 1/4N1 = V-01 E 5).PROVIDE 3-2X10 DF##2 HEADERS OVERALL OPENINGS UNLESS JOB#: ENCLOSED PORCH 155.2 SQ. FT. OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 11).EXTERIOR WINDOWS AND DOORS TO BE ANDERSON 40D SERIES, December 17,2008 ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR HIGH-PERFORMANCE UNITS.PROVIDE STANDARD HARDWARE TO MICROLAM HEADERS. BE SELECTED BY OWNER.PROVIDE SCREENS FOR ALL WINDOWS AND GENERAL CONTRACTOR TO COORDINATE MEETING WITH SHEET NUMBER: COVERED PORCH 306.5 SQ. FT. DOORS.GRILLES TO BE 1-1/8"WIDE,SIMULATED DIVIDED LITES WITH OWNERS FOR APPROVAL OF ALL ROUGH ELECTRIC,PLUMBING, 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE SPACER:BAR(TYPICAL)-INTERIOR AND EXTERIOR GRILLE APPLIED. AND HVAC PRIOR TO INSULATING AND SHEETROCK_ING APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING ALL UNITS TO BE PREFIN15HED INTERIOR.PROVIDE 5/4X4 CASING ON R HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. EXTERIOR. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTTAINAmm4m MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. VERIFY ALL WOFLK. REVISIONS: REVIEW SET 11/21/2008 BID SET 12/17/2008 A ------- B --------• D ------- < E ------- F --------, I I 1 1 I 2'-0" 8'-6" 3'-6" 14'-6" 12'-3° ' 14' -6" ' h'-91/z" 9'-:?Vz" ' 2'-2° 22'-41/" '8-51V , � �i ' aou 4'-3" 4'-3" -51Iz C-01/2 -----_ ----^ 4-71/4 4-7a 0-4 jP940 , 1 I 1 I 1 1 , I , 1 1- C, 1 1 � CTN30<OVER> � 1 1 0<OVER> (3)TW30 d AN351 V i (3)TW30410 ti`4 FUVH60611APLR 1777 CLr, (2)2X6 (2)2X6 ___, (2)2X6 1 (2)2X6 ' C) I POST POST ' POST POST N e Lu Lo = N �• S L._._�__. 5'-3" 8'-31/i" 2'--2" o 00 _._.._.. _ .... I ... �!2XllZ_L2E$2S1 L1(�' � 111, t2x1p16" )C�A - 10'-0'CEILIIJG HT.-C ILING H - 4 I. JLn 1 ct SHELVES 4 -- - --- �19 Im ' Z' ; 2'-7 13,-1" �.. \ (2)TW30410 ---------------- ---------- - --- - • oC, : y �- -------- d N w �a— PROVIDE 2" IL11N.) p p --I---------------- ----' c, .. 1 __— _ --'�.f J i i r'�� -------1 4 AIRSPACE B N - 1=,_(2)T 243104 N , (POsl.6 _P1 * ;N CHIMNEY ANDtEEIN AL a " \``' PER CODE�`(/.LF.) • • 4'-1" 4'-1" 4'-b' 1 �Fn 1 1 ---- ---------------- ----- 1 1 r 11 DF#2 FL. HDR. 1 cv 1 (2 10 C)F#2 FL.HDR. - ,� o -- �L \�I\r. a.• 2Xb„}<'✓' _ 1 I I i ♦0 r-- _ - 1 1 1 1 I .a' / 1 POST + .\ I 1 d• c� j �`-+.. MTT" 1-_"`�.,.*','` W LINEN . .......... -� 2'^6 --- ` `---------- 1 I (2)2X6- POST �+��-�-��1��(/'�, ROOM I I 1 ' I 12'-81!" 4'-1" " , 22'-11V^_" 2'--81/z" ' ' I —..._..__21�-11" � N, i I ,CL-4 c .7.LJ_1..LJ�LS3�LLI.LL�LL � � c� 13'-0" (3)1-3/4X9-1/2 ML FLUSH HEADER 2 3/4X9.1/2 ML w/3/8"STL.FL,PLT.FL. HDR. G a ---, 2'..0„ 1 2'6" BEARING WALL 1 �� rr� . 4" 2'-6„l, ( .o .-� ' r.r_ . 7 (OPEN RAILING) % i i i i ^� i � F# CJ 0,16"OI,E�' ' i i I z I 1 w La Q21DE DRAIN OR WAS x / 1 I 1 1 1 1 7 1 1 r I I 1 0y u �• N I , _ I 1 I I I I r 1 1 , , I _ , 'r-Y 1/'fVf EILING HEIGH -------_ _---- -- 1 1 , 1 , I 1 1 N t.7 , 1 ,; t I I 1 1 1 z `,�''• - -- -- --- 4' �I�(� /// /// ` [ , I 1 1 , I 1 1 1 I 1 1 1 I F c r �y I I lJI ----- --- 1 d vooT / G f ' 1 I 4'-0"PATE Fnuc�, � ---r__ e ---------- r\ I _.n HEI HT ♦ - v, e c I I 1 1 j.� (2)2XG"--_ OPEN r ♦ (2)2X6 1 r� / --- - - T-8' r Post TO, POST' / BATH-�� (2)AW281 V LYlL1a7�L11Z��111 BELGW - / 10 1 , 12'-3„ '- ---------------------------------- ------- 01, 'n `4i 1 II I I A CN (2 2X10 DF#2 FI L HD�. ______--- _ O 2_X1+0 OF#2 FL HdR. > --_- (� H )2X6— 1 1 , ..-__"'___ O N L...,.,;.• �' -iG..,. � I_I9 _ ..'wT"._:'`.�-_ ... I 1 _ ___ ___ _ cv 8'-8 3/8" �1 81-8 3/81, , V-8 3/8" El ''r V-8 3/8' PLT. HT. PLT.HT. , - - ' ''' PLT.HT. PLT.HT, -r- - 1 I JI i i (2)T1X124310 (2)2X6 ° f i (2)TW24310 (2)2X6 L1 _I POST (2)2X6 (2) X6 )2X6 POST I --- 2 2X6 ( ) I I POST ` POST POST i N OTE: ° ; POST ------- w / (3) 1 3/4X7-1/4ML ------------------------------------ I �.�_ 1 UINDERWALL ------------------------------------ ��— i0 _ (4)AW281 V ' ', ; (2)TW30410 NOTE: -----1 - ---------------------------- N (3)1-3/4X14 ML , ----- ---------------------- ----- UNDER WALL - -------' -------- --------- -------- -+ ------------------- --- ---------------------- -------------------------- -------�'-- 11 C ---- 1 I 1 I t 1 1 1 ' ' r I 1 � � • „ L_________________ ___________________ ____________________ __ --- O 4'-3" 4'-0" 4'-0" 6'-7" 6'-7" 6`-9VI" _P'-3" 4'-8%4" 4'-31/4" 2'-0" 8'-6" 3'-6" 3'-3" 8'-0" 2'-91/2" 13'-2" 4'-0" 9'-0" 3'-9+/z" 21'-9" 1'-91/2 Q Q Q 14'--0" 14'-OV2" 13'-2" 14'--01/" 13.-0 27'-4" O Q A --------' B --------' C' }�--------' E ----- F --------' ��'� a 4! . rn 1).CEILING HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH.5/8"SHEET ROCK. UNLESS OTHERWISE NOTED. BATHROOMS SHALL HAVE MOISTURE-RESISTANT SHEETROCK. 2.).EXTERIOR WALLS TO BE FIRAMED WITH 2;{6 DF#2 STUDS AT t6"O.C.. PLAN 7).ALL INTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 @16"OC UNLESS 11).PROVIDE COMBINATION SMOKE&Ca DETECTORS(BY KIDDE)AS FLC�aR W ACTUAL NORTH 3).EXTERIOR SHEATHING TO BE 5/8"T'HICK FIR CDX PLYWOOD. OTHERWISE NOTED. INDICATED ON PLAN.DETECTORS SHALL BE HARD-WIRED WITH 2ND. BATTERY BACK UP. rt�'� _ �I r 4).PROVIDE 3-2X8 DF#2 HEAADERS OVER ALL OPENINGS UNLESS 8).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 n i S N PRQJ E_CT NORTH.O R 1 � OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS AND 2X4 WALLS AT R13. 12).EXTERIOR WINDOWS AND DOORS TO BE ANDERSON 400 SERIES, SCALE: 1/4" = 11-01 \ / ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR HIGH-PERFORMANCE UNITS.PROVIDE STANDARD HARDWARE TO �J MICROLAf�I HEADERS. 9).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL BE SELECTED BY OWNER. PROVIDE SCREENS FOR ALL WINDOWS AND SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE 13ETWEEN ROOF DOORS.GRILLES TO BE 1-1/8"WIDE,SIMULATED DIVIDED UTES WITH : 5).ALL EXTERIOR OPENINGS'TO HAVE DESIGN-PRESSURE UPGRADES WHERE SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM SPACER BAR(TYPICAL)-INTERIOR AND EXTERIOR GRILLE APPLIED. APPLICABLE. PROVIDE DEB3RI-PROTECTION PANELS WITH FASTENING INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON ALL UNITS TO BE PREFINISHED INTERIOR.PROVIDE 5/4X44 CASING ON HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. CATHEDRAL.ROOF PARTS. EXTERIOR. L ; :4,•;.�" .��; f DRAWN: MH/MS SCAL.I3 1/4"=V-0" JOB#: December 17,2008 GENERAL CONTRACTOR TO,COORDINATE MEETING WITH SHEET NUMBER: OWNERS FOR APPROVAL OF ALL ROUGH ELECTRIC,PLUMBING, AND IIVAC PRIOR TO INSULATING AND SHEETROCKING PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAII\'TAINAmms MAMJFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERITY ALL WORIC. REVISIONS: REVIEW SET 11/21/2008 BID SET 12/17/2008 I , I IIR�fI! I 1 '1®YLID"Yi4r 12AL � :40 lam- ., 7.3�4k9 l/?ti1 \x N�4 t I 1 V ! I I Q T r M" W 1 \ I I 1-- � CL 1' 1 t 1 1 h• I I 1 C , CL t' 1 I. `G 1 /2X10 DF#2 RR 16"OC /2X10 DF# 1 ' Xl DF# 10�DRV RR - --- I , —C9? 7 � � , .G"�,!3.� .G�!,�Cs?1b�S RR @16"OC I RR @16"OC W..I. I a I ter, W M 1 � IY I I w i v/ F ------- 4z `r I 12 /� LLI 12 � v F I 4 I I H 1 g Q v 1 t 1/- o NI 1O IN 12 a ff H +/_ a: LL , LL LL I N Q Q --- 1 Q) IQ 1 � ry F (2)2X1O I I'� y Oct X I X 0 o n I�' r-0 -ram n N x: . 2 2X10DF#2HDR. y-�N_ F#2HDR: o ` rr t __ --- - r. V v ' I .Y�'F■■YYr4rII�lYrtr��,■Yllrtlr■Irw■Y I i M � I--' r 1 C i 1 1 ! � i ,I 1 1 �a ! „/2 IODF#2RR 16"O E. P IF I 1 , NA� C a•i 1' 1 ,x , !� I k �ti i I I I (2)2X10 DF# TRIMMER LLJ _.__ ♦ 2 2X1D DF#2 cl 9l �I . I ( r I = ;� l>✓ e CRICKET i I ly p M a�.r' Il,ty I ll� ' C __ `�� i � � I tYl 1 _.. F'_ I I 1- i i I ; i._..---...__ -_•_.._... 1 ^\_ i , ' ♦ W 4 12 ►� _ -- ..' - Y (2)2X10 DF#2 1-IDR. 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Isx• r 4 -*+,^ s ta, ,fr, g,.r^C'q^".m., -_-�, I I Q KI r 1 b': Q I L d 1 1 I 12 i %: I I s y,,, F, a (2)2X10 DF#2 TRIMMER I ,/�� , 1 Sw V,,^\\ N,I, I N 12 -+ .orL .r r� ■ cL 4 L, c� M■rY+rtlY�rb■.Iseri■s 1-aY I _ 12 • \ LLI { + 4 00 ! �� rrrlrrr. " 1 ce W W 1 QI1; ! ) 11O W 1 , ! , , _ I Xlf�DF•�_ 4 12 12 QI 2)2X10 DF#2 HDR.- Ili °' 1 \ RR r@li 16"OC" - -- N I 4 - --- RR®16"aC�� --- -- i y/ i I I 12 N t ry 4y O _ _-_,.._ .. _ .._,....__ i , t M 1 �_._ y1 1 1 t I !- p GI 10 xl x I C 1 4 I I 1 f3 1'-4" - -- ' --- -...--- _- __ ----- .._ _ - , o N N ! t_ _______ __ - I , Icy __ _ _ __ .___ __.__ _._._ _ �,.--- ' + r R 60C N1 ! ' rr 1 �p�� ry Iv 1 S `I ,,„ , }-�`. errym`,., ^v , i I I R@1 17(I t �Itft @16n a N 1 r 1 rl 1 '• ,111 1 rl ,,.,I� ,' + I'-4"' I N N „'� i ',r 12 'r—r rl..r..rr■.rw r+i■■rr 1■■r-r '.-'.r' "" LJ ' `-- I � 1 i (2)2)C1O DFJT77m;R ' ,2 2 Trr■ . i ` a • •yi I I , t ! �. . rr- ■ rr- ■ ram- ■ r`�i■- 1 ( -, ' w (2)2X10 DF TRIMMER ) X101DF#L <A) TIL ROOF POCKET: t 1 •r. 1. o . - -(2)2X10 DF#2 HDR. / f �2 or 12 _ - - -- _-- _-_.. i _ _ ..__ _._.-_-- _ - _- .. . . - _ _..-------x - -- - ---J x - -,--- -.. . ------ .... ------- -- --- - -- Cr _.. _ ._.-._-.._._.. - ---.... p --- - - --- - - _- 0 12--- - (2)2X10 DF#2 HEADER N IN ___.. x� �X_ �l IOC ' 12 C3 t (2)2X10 DF#2 HDIR. t N I I w ' I i a - $ F 1 X 2X10 RR 1'-4" 1 , 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVIP41ZED a a ; ; LAG SCREWS WITH WASHERS AT EACH RAFTER" I I O �• " g --____-_: �D -------- 3).APPLY 5,/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND a DIRECTLY TO THE DECK ALONG EAVES. Q CEILING �. 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.1N AREAS W/ ` W 4:12 OR LESS ROOF PITCH USE ICE:&WATER BARRIER UNDERLAYMENT. O 6).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS S —►N P R03 E CT NORM- R010� �L�� WITH ROOF AND SIDE WALLS(TYPICAL). � C \ OGEE GUTTER i i 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING cam+ SCALE: 1;//111 = 11-01 MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. HEADER 7-1/4 UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE �!IORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLE'.TE. AN 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. �- BEAD BD.SOFFIT 5.1/2" USE GALVANIZED(ZINC COATED)ROOFING NAILS,11 -12 GAUGE WITH AT 2-1/4"SOLID CROWN LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT 5/4"TRIM CUTTING INTO SHINGLE SURFACE. OPENING ✓",*.. -r,:rt is•,y > .,o re, r `t:,'.�i` 'Il; ,}� O�. DRAWN' MH MS SCALE: 1/4"=V-0,r — S JOB#: December 17,2008 1FY PIC,AL SOFFIT DE TA I L SHEET NUMBER: SCALE: 1-1/2" __ 1'-011 .�61) 1 REVISIONS: REVIEW SET 11/21/2008 RID SET 12/17/2008 RIDGE ir:�-,,-I„ 1.�,�,:I( 1(�•_�i VENT 2'(MIN.) 1-3/4)(14 ML RIDGE 12 zz �o _ 1 _ RID ENT ATTIC 1 �12 1 __------------- DF#2 GE VENT ►�..,. _`__``; - -.'^ x 12 1 3l4X11-7/8 �►•' A ML RIDGE �+ 3-114 O 2 ` _(3)1-3/4X9.1/2 �'`•�� _ al_ pC ML FL.HEADER ��\,. _ __6:: ,r„�''1 Dv#2 R0.C _ _ - - ASPHALT OFING ' 2};10 DFeY2 CJ (?16"OC 2X10 DF#2 CJ @16"OC ``\c - _ _ - 2Xf0 DF#2 CJ @16?OC 30#FELT UNODERIAYMENT �' `�`� 5/8"CDX SHEATHING ASPHALT ROOFING 30#FELT LINC)ERLAYMENT �� i ; �� 5/8"CDX SHEATHING IPs . .' ROOF POCKET 1 1 10 �3 ;W,1.C. W.1.C. �� 12 LEAD PAN OVER N EPDM ON SHTG. M 00 -(3)1-3/4X14 3"HIGH RAILING I 1 , 12 1O AND UP SIDEWALL 12 ` ML FL. HDR. 1 1 S [7 1'MIN.) U V:' r �'"� 1 SITTING ROOM c CC Zy1 p�#2Q 2X10 CJ C=3 7:1 ; ; �� _ _ 3/4"SUBFLOOR U = @16"OC (3)1-3/4X11-7/8 1 1 - - ' - �--- 2 �1,O'�(�- ML HEADER -�— .,�3, SUE3FL00 - - �' ��"'�•�°'� �'® p t (BOX IN) 14"TJ1560 WOOD-1 FJ @16"OC ' \ / \ 11-718"T11230 WOC9D-1 @16"(7 14"TJI560 WOOD-1 FJ @16"OC (4)2X12 DF#2 _ F'1'PON 36X366KT i SX8 DECORATIVE BLOCKING % I'-=•• i C 1l_ l �=�-.. 3'X3'BRACKET � HEADER BOX IN) COLUMIJ w/CAP&BASE -� � f y `l )� ` c ( i r °1„ ,,, 7 (2)I-3/4X14 ML.w/ �• -� -- . `r�. / \ BATH No. 1 3� �yti FIREPLACE MAN'I LE;( - ).. K;. \ 3/4"STEEL FL.PLT. -� C AS SELECTED BY ''' {, �1-., / FLUSH HEADER � 2_Z }� �1 OWNERS 12X72 F.G.COLUMN f <. ., �= I I � r HARDIESHINGLE SIDING o BEDROOM No. 1 w/CAP&BASE . �� \ j ,` w/UNDERLAYMENT PER I I �„ ._�,,..'ti, m HARDIESHINGLE SIDING FRONT PORCH S - ENTRY ") MANUFACTURER'S SPECIFICATIONS w/UNDERLAYMENT PER BREAKFAST NOOK \ �3 \ �,A, ` 5/8"CDX SHEATHING MFGRS.SPECIFICATIONS I 2X6 DF#2 STUD WALL @16"OC 5/8"CDX SHEATHING • II C: L \ \ , �" , 2X6 DF#2 STUDWALL @16'OC �'_.,. IFREPI� 3/4"SUBFLOOR \ /� \ / C :a. >t: \ / �® 3/4"SUBFLOOR U �{, 14 TJ1560 WOOD-(FJ @16 OC • ' o I' !Ij,, 1 F j ,,,.'ili, ;;ij 14"T11560 WOOD-1 FJ @lfi"OC � 14"T.11560 WOOD-I FJ [)12"OC � l l l 14"TJ1560'WOOD-I FJ @16'OC ) (2)2X6 ACQ SILL PLATE c 0 y (2)2X6 ACQ SILL PLATE - _ _ - 0 0 . .' a .' rSL' COP-R-TEX TERMITE SHIELD COP-R-TEX FERMI fE SHIELD • . . o ;' SILL SEAL SILL SEAL t • �- V 1 AREAu7ELL D• °, �',�• � � o , W8X35 STEEL BEAM . ^-_ (TYPICAL) ' AREA WELL C7 BASEMENT .I ; w/(2)2X6 PLATES <� '. ,' (TYPICAL) O Z ------------------------- BASEMENT ?I D. — cD - �, B ILCO A Sl-AIRS • "0 8"PC FOUNDATION ;L 8"PC FOUNDATION a ' 4-1/2X4-1/2X1/4 - 4-I/2X4.1/2X1/4 DAPPROOF EXTERIOR °.. 4. DAMPPROOF EXTERIOR D STEEL COLUMN STEEL COLUMN a) �• •� e,, 4"CONC.SLAB ••' U °: 4"CONC.SLAB - ♦ .. T ♦ ♦-� i •�ro v So ,b b i ern ,;rn,v !o c b��ro•v �o .��.b•..ro•v So ,V :erc,v I�o .V b• � �o• .. � .t r••r , . .• t . �s ;�.O• t .a•�r , ♦ t .•ter t 0•�r . , + W �•• .•'. ;sr !'oA,., p'' .•". :a . a •...A� �Q ..d�.• ,./.. :a . °,� '.. ; :a .. 16"X8"CONC. FTG. -- - 16"X8"CONIC.FTC;,. 5'X5'Xl'CONCRETE FOOTING 12"DEEP CONC.FTG.w/#5 REBAR�')6"OC E.W. 4'X4'X1'CONCRETE FOOTING 2X4CONC. KEYWAY 2X4 KEYWAY O w/#5 REBAR @13"OC E.W. w/#5 REBAR @13' OC E.W. (2)#5 REBAR �^ (2)#5 REBAR RIDGE VENT I D E C I ION A-A A/ z "SECTION B-E3 - SCALE: 1/411 = 11-011� SCALE: 1/4" = 11-011 10 1-3/4X14 / ML RIDGE ------ _ ........ �_.... w.,. (3)2X10 =-- - -12 ATTIC DF#)22XIO ML FL/HEADER 09-1/2 3"0 ROOF'S ENT 3"0 ROOF VENT �./' ' 2XW DF#2 CJ @16"OC — , , gg 3 3 1 1/4 1 1/4 , 1/4 1 1/2 1 1/4 1 1/4 1 1!2 1 1/4 STAIR HALL �� LAV, V.C. LAV. o pC, 4--=(3)1-3/4X14 n 5H0 ER W.M. SHO ER R @N6 ML HEADER �� LORE ATH OR E ATH r ,bX�O C.O. i1-. � 3 2 1 1!2 2 3 1 1!4 2X10 C1 1 1/4 1 1/4 C.O. I C.O. Ca16'OC 3/4"SUBFLOOP- - 3 3 3 2X6 C1 @16"OC �� - �— 14"TJI560 WOOD--I KITCHEIJ BATH No.1 ENTRY FJ @16"OC HALE BATH 1 1/4 � CI 1 1/4 1 1/4 1 1/2 1 1/4 1 1/2 1 1/4 OO ►""'I Q LAV. a SINK SINK .a LAV. � 3• - W.C. D w W.C. F.A.I. FRONT (PORCH m O SHO ER OR ATH � 11/4 2 2 3 11/4 3 C.O. �}— C C.O. �— I C.O. 3/4 SUBFLOOR_ - 3 _v` p)1-3/4XI4 L r' ,�� c` y Os Illl�i!i= ♦I(1'!I I 9J,2JdLFJ�16' - ---------- --------- 14"T1I560 WOOD-1 FJ @16"OC !,;'�•3i .:R. �.�. (2)ZXE,PLATES F, r p OVER I t 1a lge 40 \ G-11 1/2" VBX35 STEEL BEA, d 1 4"C.1 i TO APROVED SLOPE" 1/4" PER FOOT PITCH TO DRAIN TRAP SEPTIC SYSTEM TRAP �- 8"PC(FOUNDATION ° - BASEMEN DAMIPPROOF EXT. 4-1/ 4-anxi-4 _ T-6"+ - STEEL COLUMN D•� • — - - '— 4. 4"CONCRETE SLAB' __� INSULATION: PLUMBING SCHEMATIC •. a •. •. .N y s•.: y. �o r'. yr •• ALL CEILINGS R3C1 ./,• •4 �'�•• ALL FLOORS:R30 DRAWN: MH/MS 16"X8"CONIC. FTG. 2X4 KEYWAY 5'X5'Xl'CONCRETE FOOTING ALL WALLS:R13 SCALD: 1/4"=V-0" (2)#5 REBAR REINFORCED w/#5 REBAR ALL 2X6 WALLS:R19 10B#: @13"OC December 17,2 008 1).INSULATE 1ST.AND 2rID.FLOORS SHEET NUMBER: _SEC'TION C-I,,. 2).INSULATE INTERIOR AND EXTERIOR WALLS A Amr 3).PROVIDE V AIRSPACE BETWEEN ROOF SHEATHING P SCALE: 1/4" = 11-011 AND INSULATION AT CATHEDRAL CEILINGS 9k®s 4).INSULATE ALL DUCTS. 1 REVISIONS: a REVIEW SET 11/21/2008 BID SET 12/17/2008 . � I 11 I 1 ' RIDGE VENT #ID STAINLESS STEEL OR GALVANIZED I 1h • I //�` 1 WASHER WOOD SS QI 1]"O.C. CREWS W/ II}}I 1T i 1 I1 12,D.C. y•- 1 -_Yj, " ,;� 0 12 10 DGE VI"N�� ML RIDGE 1.3/4X11.7/8 ML RIDGE I A RATI_ SHEATHING �R�IDGE VENT� BUILT OUT GABLEGRADE PLYWOOD (ALTERATTVIVE:7116"0S.BJ 1-3/4 11 7/8 ML RIDGE -HARDIE �I..r ��•®b� •� •�► PANEL VERTICLE SIDING 1/2'VA RATED SHEATHING 1 I ( GRADE PLYWOOD / �'A FYPON COR5Xi0 BRACKETS (ALTERNATIVI'JE:7116"C.S.B.) /QO ATTIC #10 STAINLESS STEEL 1 I I ( l 4 1/2� OR GALVAND WOOD SCREWS IZEW/ �yI WAS[IERS Cd 12"O.C. ��% ( \ ( \l ®l ASPHALT ( 2XIO DF#2 CJ II I 1'I I WINDOWSILL — - - — DLOAI""RING -��_"�` 2X10 DF#2 CJ @16"OC @lfi"OC 1 / I TYPICAL WINDOW APENING 30#FEELTLT UNER CDX SH ATHINT I / (( (LESS THAN 4'-CX8'-0' OPENING) '' 0 TYPICAL DOOR OPENING � _f�_ o `� 4' 77 I _ (LESS THAN 4'-0X18'-0"OPENING) -------- '? LEAD PPAN OVER EPDM ' BATH No. 2 BEDROOM No. 2 m .._ __ `C U m: ;p (RUN UP'SIDE WALL I'MIN �" [ _:;___._ 12 3/4"EXtT.GRADE SHTG. }" "' "' (ROOF PITCH IN. - _—__..---.--_---,,.,.___._ - CS r' 112 za"oc 4' L(ROOF POCKET)-- L 2X6 DF#2 16"O�� PR VIDE:SOLID BLOCKING UNDER WALL ABOVE — - - — --- - 3/4"SUBFLOOR I I 1 l i � � l ' 2!X6 DF#2 CJ 16"OC 14"T11560 WOOD-1 FJ 16 OC I —�®_��®�� --_-__.._. JI, 4 2W2 DF#2 PROVIDE S / ( ) OV E SOLID BLOCKING S`•.. �: `'y .- Iv': F, Y�.G (u .[� _-1_��. f.��_�� ^� , ';-- 1 .Il.�.. [ ( HEADER UNDER EXT.WALL ABOVE �._.. I 80)XED IN . I // \1 � �� PORCH ,...�.,1 : 1z"oc ( , }�,� �, �_y�=••; r�( HAIRDIESHINGLE SIDING ,.__.,w 1 -� w/UNDERLAYMENT PER 12x12 F.G. DINING ROOM MANUFAC1fURER'S SPECIFICATIONS e COLUMN �i �` r ,. r' , -�' -' 5/W'CDX SHEATHING 1 w,'CAP L4 BASE it„ '--•-- A_-' ' ` •�-'-- �' 2X6 DF#2 STUD WALL 16"OC 3"HIGH RAILING �_.__...,.I I I 3/4"ApA PLN4OOD SHEATHING , 111 � �'\ 111 � �1 � - J ) KITCHEN I ! 1 ' N -- _ - — ' I i z 1 3/4"SUBFL® ` • • • • _ a 14"TJ1560 WOOD-I FJ @16"OC l ) (J 14 TJI560 WOOD•I F�r@16"OC lO( ``77ll (J��)) 2X8 ACC DJ 16"OC I 1 2X4 DF42 I I I / I� 'I I �'' ". ' B AC�,L I o I I L Fw- S Ir • • I •e' / •I / e •a'� p° (2)2X6 ACQ SILL PLATE BX35 STEEL BEAN COP-R TEX TERMITE SHIELD / CONC.PIER 1 I 0 . •� w/(2)2X6 PLATES �- n n n #lUSTAINLE5.11 55TEEL SILL SEAL 1 I tl WA6HERANIZEI) d ---�-" •� TYPICAL v• '.•°' I ��••�� wooDscRewsw -- A,REAWELL WASHERS @ t1"O.C. 1 � (TYPICAL) ° •• • • • • � o' O . o' 8"PC FOUNDATION A I DAMPPROOF EXT. r -- _J__)._.1--._.,._1_ ._ 1 �.-_- 24"X24"XI2" MULTIPLEPLYWUDSCONNECTES i� '•• —�. 1.______.L_._.._._L_._.___l______-._. CONC.FTG. BASEMENT STEEL COLUMN CC 7y I W 2.2X4 OF#2 STUDS CONNECTED ••• 4-1/2X4-1/2X1/4 '• TOGETHER WITH STAINLESS STEEL C _ I I •: OR GALVINIZED BOLTS W/WASHERS W ANh NUTS C"2'-0"O.C. ,• ___.. ..L_ _ L ...>.__- . ' n TYPICAL MULL'IPLE OPENINGS (MORE THAN 4'-0X8'-0"OPENING) cn ' .•_G .:�p:i°y•��o��•vsd� e• °v ••. d°•:� •of'..d A:i 17:�°tvf•�.d . •. --------------------------- I : O^ 7 'Q. vi e • °.'oi �'o•-, , of ° "•�:,Q °•�'vi n v•- • ---------------------------- F� 16"X8"CONC.FTG, 5'X5'X1'CONCRETE FOOTING 72"DEEP CONC.FTG.w/#5 REBAR @ 6"OC E.W. 1r"Y'1, 2X4 KEYWAY ;,. w/#5 REBAR @13"OC E.W, WIND-BORNE DE13RIS PROTECTION FOR WOOD STRUCTURAL PANEL (2)#5 REBAR a w � . AS PER TABLE 1609.1.4, �V.Y,S. RES. CODE; ALTERNATIVE FOR OPENING PROTECTION IF NOT USING IMPACT GLAZING SECTION WINDBORNE DEBRIS PROTECTIOM FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 12 D—D AND MAXIMUM PANEL SPAN OF 8 IF SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO T = _ 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 10 (_I--.,l_I 1 CONSTRUCTION CODE).THIS IS NIOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE:DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. "� T T — -------• -"------ --•------• -----•---�•-�— 11 — 1 1i DOORSr - .1.___.L. ...L.._1__i. _ I.. - 1/4" . MARKED _.__.._._ _._....._..._._._,..,._____..y.,_...___.__�....,...____.-_. SCALE-. 1/`1' 1 O HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. L I r f r _l •- _ _ _._._..(2)2X10 DF#2: ..__._._..._.... ML RIDGE HEADER 2X10DF#2 1 E ATTIC -� _ 12 __.`;_:_.— _ 1 r. @16 O �2)1-3/4X9-1/4 ML w/ D�}�2 R .�"-_� `�`: - ~- _ ___ .. -I. . ----- L1_ ? 6„q __- `� _'' ji. 1C1 Fc 3/8"STL. FL. PIT. ..___--------_.�_� _ 2X FLUSH HEADER .- .ram_ w_ I 2XIO DF'#2 CJ @16"OC - _ L._L ._1.._-- (3) 1-3./4X7 V4� - C ��, Ci l I MLHEADI`.R BEDROOM TJo. 4 - LL,� r � OPEN ` 12 _ Ili TO \ of 12 _.r.l__I1.._! T. C.._ _ �E3ELOW �� -_N._�_ `- 8 00 -2X'12 PLATE' APERED SLEEPERS LJ El AND FLASHED AT INTERSEC SAND PEREMI"TER w/LE OA.TED COPPER I -- -•+ - T--- ` _ _ "`, ':3l4"EXT'.GRADE SHE � INC, 3/4"SUBFLO�OR T�-r, 2X6 16"OC lrl FL 1- HEADER ML � � I)( 14"TJI560 WOOD-FJ @16"OC 2} 4X14_� r ' FLUSH HEADER 1 C J w/3(2) STL,FL PLT. 1a/4x7-v4 ML FJ®15"°CI (4)2X12 DF#2.:, HEADER L.._!. .�L_.1 BOXED IN MUD ROOM 1 2 BATH 1 ,__i_!._. ( T FLUSH HEADER 1-- T I _ � W C. C1 l 4 T-� L EN ) D P H 1 I. d O ulz 7I 171, �� PANTRY _ _C al T O .. , T .. Q ! 3/4"SUBFLOOR �� ®� �� i r ( *' F..A«.�•`, ' O�5/4XX4 MAH.DECK�INGI 7 - r" 2X8 ACQ DJ 16"OC 1 sa i ;t jLt r @ ' I 14"TJ1560 WOOD-F1 @I6 OC 11-7/8""T11560 WOOD-1 F1 @16"OC • ...,�';�- r f•«�°`�'"@,� 4)2X8 ACQ GIRDER � - < • 1/' Ir by ��fi �i �3� SX35 STEEL EIEA -.:�-- � •••p NOTE: 1 o- 8"CONC.PIER o w/(2)2X6 PLATES (2)2X6 ACQ SILL PLATE CRAWL SPACE SINGLE SILL PLATE ' ' - 1 I COP-R-TEX TERMITE SHIELD o•- D � (DROPPED FLOOR) ,• SILL SEAL d p 2"(CONC.SLAB i iPa `ma C b•y*Raea9R ': •-------------------- ° BASEMENT 24"X24�'CONC. FTG. ' I 4-I/2X4-1/2XI/4 ,�• I , 8"PC FOUNDATION o•- STEEL COLUN4N DAPPROOF EXTERIOR ,♦ i INSULATION: 4"CONC.SLAB d, I t 1 DRAWN: MH/MS ------ ------ dn:: y °off,', d: • -------------------------------- ---------- ----- -- ALL CEILINGS:R30 ---------------- 'Y.°`•' v\ ev.- " ------------------------------------------------------e ALL FLOORS:R30 16 X8"CONC.FTG. ALL 2X4 WALLS:Rl3 SCALE: 1/4"=V-0" 2X4 KEYWAY 5'X5'X1'CONCRETE FOOTING ALL 2X6 WALLS:RI JOB#; (2)#5 REBAR w/#5 REBAR @13"OC E.W. December 17,2008 r 1)I.INSULATE 1ST.AND 2ND.FLOORS SHEET NUMBER: SECTION &C 2).INSULATE INTEIRIOR AND E),TERIOR WALLS i i nn 3).PRO'✓IDE I"AIMSPACE BETWEEN ROOF SHEATHING SCALE: 1/4" = 1 i-011 AND INSULATION AT CATHEDRAL CEILINGS Am,8 4).INSULATE ALL ClUCTS. REVISIONS• REVIEW SET 11/21/2008 BID SET 12A7/2008 r 2'(MIN.) RIDGE VENT „h '`' R11DGE VENT RIDGE VENT 1-3/4•X14 ML RIDGE ASPHALT ROOFING RIDGE VENT 30#FELT UNDERLAYMENT 1-314X14 5/8 CDX SHEATHING 1-3/011-7/8 ML RIDGE ML RIDGE 1-3/4X11-7/8 1-31/4X11-7/8 ML RIDGE MIL RIDGE RIDGE VENT 12 1-3/4X11-7/8 ML RIDGE 2X10 CJ @16"OC 2X1C0 CJ @16"00040 idplQ64 V-4 42 1 Q 1? 4-? k 2X10 DF#.2 CJ — - - — 2X10 DF#2 CJ @16"OC 2X10 DF#2 CJ @16"OC 2X10 CJ @16"OCIF] �♦ 1.-r-�, . — - - — 1_ :L 11 - �- HALL ' I � FLI o o0 \ 12 EDRO No. 4 12 no SITTING ROOMJLLL \ MASTER BEDROOM BEDROtOM No. 2 LL RECREATION ROOM i L L 3/4"SUBFLOOR (3 1.3/4X14 ML (3)1-3/4X11-7/8 ML HEADER SUBFLOOR ((3)1-3/4X14 ML 14"TJ1560 ®"® '®'®� '®® � _ �� r FLUSH HEADER _t FFUUSH HEADER WOOD-I FJ @16"OC MUD ROOM , 14 TA560 WOOD-I FJ @12'OC c° F fPON 36X368KT' RACKET .t L 1 _. . PROVIDE SOLID BLOCKING I is _ �— UNDER WALL ABOVE 'I HARDIESHINGLE SIDING BATH No. I u; 1-_.-.__. i! rF GARAC,E 'i o w/UNDERLAYMENT PER I l Q 7 '1 I — �I' I -�I e I o II , - {---' 1 --`t71�f i'N R M MANUFACTURER'S SPECIFICATIONS 5/8"CDX SHEATHING i STAIR --....__ 2X6 DF#2 STUD WALL @16"OC I DOOR __— --- --- I r o BEDROOM No. 1 __ Ll �j I CLOSET 4"SUBFLOOR �• bib b L HIE iTT I —• - (' - — / n w�.w w.••�.• w.� .•- wo I ws ;. Lr+++�ww.,� vwswwnw.,—w•...ww rw�rw,•w•�r w+.�•. w*+ww,.,••��.�••�� r..�nssw,..>r..•:•..e.r•a. �� — _ - — �''�� 14 TJ1560 a r..�,m•. �'"�;, , WS.C35 STi_Et GIRDER (t "t�,8X35 STEEL u1RbEl� •. WOOD-1 FJ a,16"OC ` . . , 3)1 3/4X14 .�..:...�..�� ..�...Wr� �.-..., ...�....::�'' ....�....... �.�.. �, �,� ■�.®.1—... ' ' ML FL.BEAM : 4"REINFORCED CONC.SLAB . - — !:: (2)2X6 ACQ SILL PLATE • . ., •. <, • ♦. ♦ �—. ♦ ♦• 10��"'�'��- - 1 -� v (2)1-3/4X14 (2)2X6 PLATEFS • e - a° ' 1 CO_ P-R-TEX TERMITE SHIELD SILL SEAL ML FL.BEAM LL 36X24 ACCESS OPENING � W 1 ' %% e:- -? . w, 4-1/2X4-1/2X1/4 — - - — � �� STEEL COLUMN 8"PC FOUNDATION r 1 i �` `�-,' p° 6. o,• DAPPROOF EXTERIOR 4"CONCRETE SLAB .dq••, y• ev•r. ,de. ••da•.� y. ev.••�.d '•.d'q:� y'• o• ••d •.da.i y v• �.dq••� y• tv. •.dq ,.dq•�� Y. v. •.do '�.d•a.i y• v. �.d ,• � , `--------------------- °� • •a. vi a•v♦� i o•• • a ve a'o.• b•r . a v� q'v♦� v•� :`Y a v� a`v'� •Q A' 'vi q'oP • •v♦� •Q a v� q•od • br• ••Q.a vTt q•o♦• 5'X5'XP CONCRETE FOOTING 16"XS"CONC. FTG. T/1 O w/#5 REBAR @13"OC E.W. 2X4 KEYWAY V 1 (2)#5 REBAR O U ^^ , V4 SECTION G-G". o SCALE: 1/4" M 11-011 (RIDGE VENT) _.._�.).7. 1-3/4X14 ML RIDGE -�':_�:,_:_:" __ 2X10 DFA#2 RR@16"(17C ASPHALT ROOFING - - - 30#FELT UNDERLAYMENT 5/8"CDX SHEATHING T. 2Xt0 DF#2 C1 @16"OC --- ---------------------- --------------------- r TCl�l.: - 1-I= Z_ �� -12 1....r- >� 12 RECREATION ROOM �3 a -- i 3/4"SUBFLOOR - L...LI�L . �I:.L l (3)1-3/4X14 ML w/ 14"TJ1560 WOOD-I FJ @12"OC (2)5/8"STL.FL.PLT. 45 MINUTE F.R.DOOR FLUSH HEADER w/S.C.HINGES& PORCH STEEL JAMB 14"TJ156p I 1 1-_ r.. HARDIESHINGLE SIDING WOOD-I FJ @16"OC �� I :I I L ° r w/UNDERLAYMENT PER 0 Fxi I�r—� __ LI rT ' 1._L,. MANUFACTURER'S SPECIFICATIONS �—I O o --� `. 5/8"T1YPE X FIRE FATED I _ J_ }? �, �� r @ O r- ram_ 1 /8"CDX SHEATHING SHiEETROCK ONI� i, ) _....1__ I_-� ._ 2X6 DF'#2 STUD WALL 16"OC I �C'AALLS&CEILING + i �_J ri [ I o (2)2X6 ACQ SILL PLATE I 1 LC I ' GARAGE COP-R-TEX TERMITE SHIELD L_. .-._. , SILL.SEAL �• �I 1:. �._� l __. I �. ..I�. ..: .- L �.i_ 1 I �Msr' d �` r— - - 1 t 1._1 _L�._ilr 1- I ., . X1. � ,,, �♦ df cp 4"REINFOPRCED CONCRETE SLAB o B„PC ' : : : : 'fix' � v �a•.w e FOUNDATION t -- - —, ••, a ------------------------ -----------v 1 I � 1 _ -r+- 1 1 16"XB"CONC.FTG. 2X4:KEYWAY (2)15 REBAR INSULATION: ` ALL CE[LINGS:R30 DRAWN: NfH/MS ALL FLOORS:R30 ALL 2X4 WALLS:R13 SCALE: 1/4"=V-0" I 1 1 1 1 ----------------------------------------------------------------------------------------- ----------------------------------------- ------ ALL 2X6 WALLS:R19 JOB#t: •-------------------------------------------------------------------------------------------------------------------------------------------------' December17,2008 1).INSULATE 1ST.AND 2ND.FLOORS SHEET NUMBER: SECTION F-F 2).INSULATE INTERIOR AND EXTERIOR WALLS 3).PROVIDE 1"AIRSPACE BETWEEN ROOF SHEATHING SCALE. 1./411 = 11-011 AND INSULATION AT CATHEDRAL CEILINGS Am,9)4).INSULATE ALL DUCTS. I REVISIONS: REVIEW SET 11/21/2008 BID SET 12/17/2008 4 r min U �n m _......... c� Ln C� � op } Y-1 r � Wr T -------- ----------_-_ _.____.___.____ __ STORM M WATE R D E1 AI L,S _- I ---- - .. -- --- - _ - - -- - N. . - i . ---------- I I I I I i _ I _ ____ DRY WELLS TO BE 10 MIN. ___.----- --------__._--- � i AWAY FROM HOUSE W —__ ---------............... - - I i` I I I I i i I�i I I (i GENERAL:I i 1 .� / I Q A I I / !/ f I I 1 I i ( iI DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION W OL LD CREAT E A / SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,C SEfURFICl/L FLOODING OF GROUNDWATER,OF INTERFERE WITH E OPERATION OF SUBSURFACE AF ACE O / I I ' /' ,'' / / //, /' /•' / i ,' /' r'' ,: I I I I i j I i 1 SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. / O DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL. r i NOT COMPACT i I T C C E SOILS BELOW D T THE 50 DW THE.DRY WELL.FINALLY.A WELL INA DRY i I SHOULD BE PROTECTED BY EASEMENT,PEED RESTRICTION,ORDINANCE,OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. OGEE GUTTER- _MAN I ARD 5 THE BOTTOM OF THE DRY WELL MUST BE AT LEAST'2 FEET ABOVE:SEASONAL HIGH NOTES: i i I f WATER / A ER TABLE OR BC RO AND BE D CK AS LEVI"L AS POSSIBLE O UNIFORMLY i , I I E T i DISTRIBUTE RUNOFF INFILTRATION OVERSUBGRAD E SOILS. 1).EXECUTION: ii i' I ri CONSTRUCTIO N: A.DO N T BEGIN INS TALLATION N UNTIL'SUBS TRATES TES E BEENPR PROPERLY LY PREPARED. R ED. iF ,i 1 I i I I/ I I i I(1 I j II ii ; I I I FOR DRY WCLLS PRO TECTION OF THE SUBGRADE SOILS FROM COMP ACTION BY CONSTRUCTION EQUIPMENT AND CONTA CONTAMINATION AN CLOGGING ARF VITA L. 2).P REPAR ATI N: A).CLEAN SURF A C E THOROUGHLY PRIOR TO INSTALLATION, i I'" /`%" i /' ! /i' / / •/'r i I I I 1 iI i PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FORTHE DRY WELL BE CORDONED OFF TO PREVENT CONSTRU TION EQUIPMENT ANDSTOCKP LED MATERIALS I ALS B ) PREPARE SU RFACES CES USING ME THODS DS RECOMMENDED v N DE BY THE MANUFACTURE E FOP, R ACHIEVING H T i E BES RESUL S T T FOR E SU BSTRATE UBST J/ / rRATE UNDER THE P J E PROJECT CONDITIONS. S. IJ I or FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION D V C. PAINTC N b CEAL BALED ?AL ME S R U FACES AN R' i' U FACES IN CONTACT 7 / I I I PRECAUTIONS SHOULD d ACT WITH DISSLMILAR TIOt LD BE TAKEN T T ( COMPACTION O PREVENT BOTH SUBGRADE SOIL COh PACTIC N METALS WITH 1 PROTECTIVE BACKING PAINT. N I A D SEDIMENT CONTAMINATION.S EALL EXCAVATION SHOULD BE PERFORMED WITH THE OU O r I i I LIGHTEST PRACTICAL L EXCAVATION EQUIPMENT.ALL EXCA\EXCAVATION EQUIPMENT SHO ULD 3.INSTALLATION: BE PLACED OUTSIDE Tt IE LIMITS OF'THE DR'f WELL. A.PERFORM WORK IN ACCORDANCE ITH CDA H W HANDBOOK AND THE DRAWINGS. i i I I H °V TO HELP PRE. ENT 5 E I CONTAMINATION N CL GG1 L JBGRAp SOIL .ON A. NATION AND O NG BY SEDIMENT T I .GUTTER TO 8 i i t I I 1 II E PITCHED TOWARDS LEADER 1",�.^,,.�,�,� I i I I ) TO 2"FOR EVERY 40'OF RUN. i RY � EE D ELL NSTR 1 1 ALLOT HER I W C D UCTI N SHOULD LC B E DELAYED UNTIL AL.O HECONSTRUCTION I , O OU L U t ) HEFT METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. SHOULD RI DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MA'r a.COPPER) /LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON ACCESSORIES. RIVET AND CAULK WITH) \ A BUTYL SEALANT SLIP JOINT OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, CONNECTORS. I. < / / /'' / i i• /r i j I 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL USE OF THE DRY WELL AS A SEDIMENT BASIN 15 STRONGLY DISCOURAGED.WHERE CONNECTION WATERTIGHT. UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF I I ( ( I 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM 4.PROTECTION: ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE ) A).PROTECT INSTALLED PRODUCTS UNTIL.COMPLETION OF PROJECT. SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHtCl{SHOULD BE ESTABLISHED ONLY AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND B).TOUCH-UP,REPAER OR REPLAC E DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. DRAINAGE AREA STABILIZED. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS STABILIZED,DIVERSION PIPING OR OTHER SUITABLE:MEASURES SHOULD BE INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALI.RUNOI?F 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. 1 STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE , /, / r,/ , r ! 'i / / ,•// ! ...____....,_._.__.__.... __- ....... COMPACTORS.A MAXIMUM LOOSE LIFT THICKNES.i OF 12 INCHES IS RECOMMENDED. PRETREATMENT: VJ { -- --'" '------"'"---' -'""—'" - AS WITH ALL OTHER,BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE V) O FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF �J RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND LOCATION No.1: LOCATION No.2: LOCATION No,3: ORGANIC MATTER AND,DURING 51TE CONSTRUCTION,SEDIMENT AND DEBRIS. O THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR-TRAPS(EQUIPPED WITH W ROOF AREA: 1299.6 SQ.FT, RDC)F AREA: 1190.5 SQ.FF. ROOF AREA: 1516.1 SQ,FT. CLEAN-OUTS)IN CONDUITS TO A DRY WELL.SHOULD BE INCLUDED WHEREVER �— PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES F Q AT 100"/WATER RUNOFF: 217.1 CU.FT. AT 1100%WATER RUNOFF: 198.9 CU.FT. AT 100'%WATER RUNOFF: 253.2 CU.FT. THAT CAN ENTER THE DRY WELL. REQUIRED DRYWELLS: 8'DIA.X 6'DEEP REQUIRED DRYWELLS: B'DIA.X 6'DEI:P REQUIRED DRYWELLS: B'DIA.X 6'DEEP O O ROOF P LIA 1 1I TOTAL DRYWELL CAPACITY: 253..5 TOIFAL DRYWELL CAPACITY: 253.5 TOTAL DRYWELL CAPACITY: 253.5 O SCALE: N.Y.S. 0 C a M DRAWN: MfI/MS SCALIE: N.T.S. rJOB 4: December 17,2008 T`z'°Ik-, "� Ma"'s SI-1F JiT NUMB1;R: REVISIONS: REVIEW SET 11/21/2008 BID SET 12/17/2008 IM® F INN E I q EN R G Y C'0'0 M PL INC E P 0 T E S FOUNDATION: CRAWL SPACE: " „ WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE 'Yry'r,'n" M INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, i � w11% � rVersion WINIDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. ;,, III 1). INISULATE HEADER UNCONDITIONED BASEMENTS: } 4 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 3E mow 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. ;' n 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. 1Frn P e ire' rit!I 010 11 te, BIEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. AILONE IS NOT 4 ADEQUATE. 4).) . SEAL DUCTS IN BASEMENT. 5 . SEAL AIR,LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINIDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUM13ING PENETRATIONS,AND WEATHER STRIPPING ON THE `'V U 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. a 2). DIO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME m A1.ND VOID THE WARRANTY. FRAMING: Z PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: Energy Code: 2007 New York Ever Conservation � 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. Energy SEALIING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. Construction Crode Location: �'+ ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. ��Uffolk 1,iolUnt]/, NeW 'York BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. Construction Type: Detached 1 or 2 Family RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): Heating Type: Non-Electric RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS 1N FLOOR JOISTS,ALONG Glazing Area Percentage: ;20% CONITACT ("IC" RAT-ED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. Heating Degree Days: 5750 INCLIUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. SPECIIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS Construction Site: Owner/Agent: STANIDARD OF 2.0 CFM, (ASTIR E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: Designer/Contactor: ASTIVA STANDARD,MEC OR ECCCNYS MAY BE ACCEPTED.THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. AMORO•SO HOUSE MARK K. SCHWARTZ, ARCHITECT BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. 9330 NORTH BAYVIEW ROAD P.O. 933 SERVI'ICE WATER HEATING: EXTERIOR OPENING HEADERS: SOUTHOLD, NY CUTCHOGUE, NY 11935 IF VEIRTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER 734-418,5 W FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. O MUSTr BE INSTALLED ON BOTH THE: INLET AND OUTLET SIDES OF THE WATER.HEATER. � „ > r i �j '?R"•M F- AL!P IPES RECIRCULATING HOT WATER PIPE LOOPS �T BE LADDER BLOCKING FOR INTERIOR PARTITION WALLS: ,� . ,'.;:al , �k,a"4 . .,.,M .. , •. !.• � ._ . .•. . ,, ,, ,. _ , . . ,.MU. INSULATED TO LIMIT 'fi J x . ..V,tl f.r w-. .,,r.., w. :,.,a. _.,:.',m'a.,'...c - .•. ,. HEAT LO55. GENERALLY, 1/2 OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1° 1,). PROVIDE HORIZONTAL BLOCKING AT 48"O.C. AND AS NEEDED FUR NAllERS. � °'°"'�" ,t'v.,� " °_'` ~'`� -•'�°'° �° a, ' •-" 'r-==�- ��-� , , .•'�. • •�:�., , ._,g'�:�-, •.,,.,' ., . , . ",.. . , .: ;;�;; :�' ,; ,•__ ° ,., „' �; °� IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. Compliance: 8.8% Better Than Code Maximum LIA: 691 Your UA: 630 p 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. TUB/;SHOWER UNITS ON EXTERIOR WALLS: 4).TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. � EADEQUATE O Q [7, P W DBA NE,: .., ;. .s: . *.. ,. RO AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES r; ,'. y; INSUILATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL. n• a . :.'a• SEAL ALLEDGES E L A TO MAKE AIR BARRIER CONTINUOUS. w ILE:�TINGr VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: ° w "` N�, •I, „°' "'°° "' - A„ ' x, K '.d;, �... > „ ,,,. � _ , ` a.�,.,..., .,„� ,J »x:.s.d,,..ik�r•, ,.i,:.,, ,� .,-3.:.t., b ,;ii�, �;�xr.�a a U 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. Floor 1: All-Wood Joistffruss:Over Unconditioned Space 2362 30.0 0.0 78 v w HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT VVINDWASHING. II ") ; 1Jllaod Frame, 16 O.C. U HEAT Wa LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. " 21 U8 19.0 0.0 99 O Q HVAC SYSTEM EFFICIENCIES: 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING.THE Window 1 : Wood Frame:Double Pane with Low-E 305 0.350 107 a THE(MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. Window 2: Wood Frame:Double Pane with Law-E 23 ECCC:NYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL ATTACHED GARAGE: 0.310 7 O 0 MINIIMUM EFFICIENCY STANDARDS. 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE Window3: Wood Frame:Double Pane with Low-E 19 0,330 6 U CEILING WITH ADHESIVE. Door 1: Solid HVAC CONTROLS: 2}.SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM 42 0.300 13 CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5.TEMPERATURE PIPE AND DUCTS. Door 2: Glass 63 0 3ro0 22 CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL 3). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY LEAST'S DEGREES) WITHIN WHICH CALLS FOR HEATING AND Wall 2: Woad Frame, 16" o.c. 1845 19.0 0.0 88 W HEATING AND COWLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE ARE EITHER MPERATURE RANGE {OF AT ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. Window 4: Wood Frame:Double Pane with Low-E 278 0.350 97 SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO Window 5: Wood Frame:Double Pane with Low-E 43 PREVIENT ENERGY CONSUMPTION (SUSPENDU OPERATION) BETWEEN 30 AND 60%RELATIVE SE P SOFFIT ON INTERIOR WALL: 0,31[) 13 HUMIIDITY. HEAT PUMPS THAT INCLUDE:AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK,AT TOP PLATES. Window 6: Wood Frame:Double Pane with Law-E 9 0.300 3 TEMPERATURE. Door 3: Glass 42 0.350 15 ALL NAECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN INTERIOR SOFFIT ON EXTERIOR WALL: VENTILATION IS NOT REQUIRED.WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. Ceiling 1: Cathedral Ceiling (no attic) 405 30.0 0.0 14 GRAWIT-Y-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE Ceiling 2: Flat Ceiling or Scissor Truss 1957 30,0 0.0 68 DUCTfS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. ,L DUCTr AND PIPE INSULATION IS REQUIRED FOR ALL.HVAC DUCTWORK AND PIPES IN 3). SEA AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE KNEE WALL SUPPORTING ROOF: The proposed building represented in this, document is consistent with the building plans, specifications, and other calculations submitted R-VALLUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). 1). SHEATH WALL. BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO with this' permit a DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES p pplication. The proposed systems have bwen designed to meet the 2007 New York Energy Conservation CoiTstruction MUST BE INSULATED.WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING.2) IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of hisither THE: (INSULATED ENVELOPE OF THE HOUSE. . BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION, knowledge, belief, and professional judgment, such plains or specifications are in compliance with this Cade. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. WALL PLATE. DUCT SEALING: INSULATION: DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK(ECCCNYS 503.3.4).ALL Name - Title Signature Date PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE FULL LOFT: SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) 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 MAY BE USED FOR RIGID FIBER DUCTS.TAPES MEETING UL 1811B MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT FILL THE CAVITY: SEALIING. INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING C/] 0 AND DRYWALL. IN CEILING AND FLOORS, 1'T SHOULD BE IN CONTACT WITH THE DRYWALL WRITTEN MATERIALS: OR SUBFLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT M Z WITHI ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE CUT AROUND OBSTACLES: TO SUJCH MATERIAL IS ALSO ACCEPTABLE. INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND O ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS 0 REDU1'CED MOISTURE: BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. O EVERW BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C.TO CONFIRM THAT THE FrAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT DOCUMENTATION OF R-VALUES: O Z 1) 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. ri o rn VENTIILATION: ACCESS OPENINGS: MECHiANICAL VENTILATION TO BE IN ACCORDANCE WITH A A -2003 AND ATTIC HATCHES SCUTTLES, PULLDOWN STAIRS, MUST BE INSULATED TO THE ,SHRAE STANDARD 6? AIRS etc. . .•...,M.,-„,M„.,.,.,,�,,,�u,,.�.�„.�,.�d«~,w�.„a,,,,....�.,,..n,,:W..„.,„,.,,,, THE RIEQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL SAME R-VALUE AS THE SURROUNDING AREA. VENTIILATION RATES. Project Title: „ , � „ .a�.,�,,.. ,,,,�,.... . •. . ..m ,., . Report date: 1...1/2•1, . 108 KITCHIEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM CATHEDRAL CEILINGS: Data filename: C:\Program FilestCheck\REScheck\ANIOROSO.rck page 1 Of 1 INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 1). PROVIDE 1"CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. A MINJIMUM VENTILATION RATE OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. CV DRAWN: Mil/MS '; SCALE,: N.T.s• JOB#: December 17,2008 SHEET NUMBER: I REVISIONS: RE:VIEVrI SET 11/21/2008 BID SET 12/17/2008 2x_stud ALLOWABLE HOLES TJI Joists JOI; T'� DETAILS' Plate nail - Itbd (3-I/2") uall at 16" Plate nail - 16d (3-1/2") - box at 16" or-center- on-center box at 12" on-center INTERMEDIATE BEARING Floor panel nail - rid Load bearin or shear wall NO LOAD BEARING WALL ABOVE lac>r panel Hall - Sd 12-I-2 ) ,(2-1/2") common at roll g No field cut holes 1-1/2'hole may be n See table A See Table le common at 6 on-center• on-center above (must stack over Wall In hatched cut anywhere In below) Web stiffeners zones See Table see Table web out- required each :Bide Blocking panels Load from A e aide hatched zone DO NOT 1" or 1-1/4" � 1-I/4" Trus �% Blocking at E33W r p � cur or notchna'nge. Blocking Trus Joist Joist rim anal may be required with above 0 O 6» 6' I IIm4FrA l 2x4 minimum / shear walls above or �- pane:ll ill C rim board, \ board / squash / below-se@ detail BI I-1/E" LI z x q DI L2 z x Lz I� n.ea`..r UJ Ole nail - lOd (3n) a Oe nail - IOd (3") blacks b" minimum mnfmum " 12 „ holasse to all box at 6 box at 6 holes except min, knockouts) Da Hat cut holes larger than Parnove tongue and clrooventer• an-center ICI �1W 1/16° +-1n"in cantilever DO NOT % O C� Table A - End Support .va ,�►• cut holes in cantilever ®•�,� ,�®®.4b \\ from floor panel edge's Bounder ill Mir imum distance from edge of hole to inside face of nearest end sup A y 9 pport relnforcememt. supported b I" a-Rim to 2x4 nlfn mum — pp y - ad (2-1/2") stall proper blocking Web stiffeners ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE in TJI rim ensure quality nailing, common at 4" p p g re uired each squash DEPTH Trl OrIVer1t10nal construction code minimum for on-center, i Framer's part all pall side at BiW and blocks q 8.12^ Z�� I?o" » �112"-0I 912 11" 13 I 2" a^ 6-+n° a-uz' 11" 13" ^ Dist e 1n/1th A3 only.See Trus Joist Framer's g Use 2x4 minimums squash 6° 2'-6" CAI 42 Must have 1-3/4"minimum A3 A3,I 3,2Opecifications. ctet Guide for A3.1 A3.3 installation 3, See rus Jost amens ocket Gu de o Er2 t✓2W E33 3 GS blocks to transfer load 5'-a230 I'O" 2'o" 2'b" 5 6" I'C" 2'O" 3'-0" 5'O' � joist bearing at ends C C \/additional installation specifications. C around TJI Joist — 360 I'-6' 2-O" 3'-O" 6�-O' 210 b° Nail True oist rim 4'-O length of ,I TJI Joist g 8" diameter maximum hole board toJblockin Attach reinforcement 11 ire" s6o l o" r-0° r-6" s-0" B'�' l,"" pl 2 pl 5f b' �-0 6-O length of V_Q Web stiffeners 8 diameter maximum hole 3/4 " g 8 diameter maximum hull ftell@roblacknUs@d for blocki8n lane BB 6 , to g (2-1/2") comman to Joist with nnai8at Nail through 2x� wood backer 210 ° La I ° I o" L: 5' r o„ ?-o'V-01, 3 2 blo E,o'II for II-Z/S - 16 d@'�o reinforcement blockin an=Is: 6 4-O len th with diameter maximum for deckin schedule 1 0l With connections g p equivalent risquired each for II-'1/8" - 20" deep r `� p g @sch corner r-o° on one side at dlaireter maximum for B-1/2 and 11-'1/t3 blacking panels 9-1/2 deep True Joist TJI Dist web with 2 rows IOd 360 o r 0" r-o' -0 5-0 6 " e'-o' N side at EIW E2, both sides TJI oasts. or s Drier than 12" Ion Attach reinforcement Blackinc anal between 5go -0„ lo" a-6 blocking panels: 6 J 14" 230 f.p' I O J e p Blo=kfn_ — -0 z_p» L-6 6 `» Q blockin panels 9-I/2 Ideas " rim board J (3 ) common nails at 6 210 r-o" f-0° p I b° 3'6 3 c b'o r<," i-o" r o° b °'I '_ " U to a diameter maximum for g p p to Dist with one ad B o o b I<ockin panels '-:W/2"Ildee MO not cut Flanges. \ p J p anal n-center, clinched. Use 230 sso r-0o" r o' r-0o" r {, 1 p e.o' 9'-0' IF-o" "' a or h Drier than 12 long True Joist equivalent to decking 1(cr 1E 560 m mti at or shorter than 12 long, Do not cut flanges, l2-1/2") common nail at ach gist, Nall to to b late with connections 2'•O" 4' b'-6" I T O g -----True Joist /' \ 12" length of schedule., g d l3-I-1 )I nails Joist a" s" e' 1U 3'-0" 6'-0' s'-o' F-°" 4'-0' I�c� Ir7'" LDo not cut flan es, rim board each corner 3-1/2 TJI Gist ° -0 ° o � m rim board : --Attach 3/4 leg of g 3so +a" is^ s' t N „ Ln flange widths, 17" s 6" e^ 10^ 1r' 1 Q y 12 length F21 ..refnFOFCe3ment t0 reinforcemesnt 3/411 s60 I'-O" I'-0" I'-O" - -0I47I-6 6-6 n•oI,o Ia-Attaich reinforcement olst web with 3 —True Joliet rim „ J on one side at reinforcement C� to Joist with ad (2-1/2") rows IOd (3u) 560 O" I'-O" I'-0" I'-O" I'-0" l'O° II'•°» C7" F•°' 4'-O' 9'-6" 12'-6' 14'b" 15'-6" �•' •`� U ti board ,I I� / E5, both sides on one side at Wood .� C common nails at 6 c'n' common nails at 6 at E6 C E�, both aides ��` able B - Intermediate or Cantilever Support .� center, When on-center, clinched. backer es &�� D at Eg \� et \e ds Minimum distance from edge of hole to inside face of nearest Intermediate or cantilever support c Face gram ZE+\�J relnforctng both ��`� Use 2 rows with 9-I/2" \\Pi`I Gar\�\ass ROUND HOLE SIZE SQUARE OR RECTANGULAR;HOLE SIZE a Less than Less than \i1� � t DEP rH TJI horl2antal sides, stagger Halls. and II-1/t3" 5 5 8� \�� \`�' 112" 8.112• 11- 13" 2" 9" 4" 6-112" 8.112• 11- 13" I E1)OEI CE2 a E4 E5 Edo E� :8 F1 G � �J1 O� _ 2- 3. 4„ ° `�, Not for use with 3-1/2" TJI TJI JO1etB" 110 6' 2'b" 3'-O" T-b" I'-e" 11,11 3'(" 210 2'o» 2'b» 3'b» T,b» 2'-O» 3,_0, 4,_0, T,-0" Joist flange widths 9.112' 230 2'6" 3'-O" 4'-o' s'O' 2-4," 3'-O' 360 3'•p" 4'•O' V-6" 9'-O _ 3'O" Filler black Attach - _ " 6' o' . wH,h ten IOd (3 ) box WEB STIFFENER ATTACHMENT 210 °" 2'-0" 4'-6" r o' 2'-0° s'-o° n 110 I'-0„ O" I-6" 4.1' O' 1'-6" 2'_6» ii 6" 10'-0" 16d (3-1/2") box nailsfrom Option 1: 11/S minimum 11-R9 360 F 0 3-0» 4 b' T O I910' �- ��Q„ 4'66 Halls, clincher EXTERIOR DECK ATTACHMENT * p: 2'-6" °' li 3so 2'-0" 3 each side with 3-1/2 Structural exterior Applysuibflooradhesive to all TJI Joist blocking With end ,?-3/4 maximum -p 3 - Web stiffeners 11„21 110 f-0" I'-o„ L' z-0" :j- it_CL o° L I- s'-o' o'12'-0" required if sides of Use Fifteennails with s Backer biotic sheathing emntact surfaces ck.�inpstalled at 1/fib Joist 14„ 230 pit I,OI r°'u z'i6 5,-6„lo'o' r a lo' 2'6" 6'�' 210 5'-O' 9'-O Flashfn s an locations usin Three ad (2-1/2 ) box nails, -0' I'•o° 0 0 3- hanger do not laterally TJI Joist depthe Install tit ht to top Bearing plate: � �1 � ac / two ad C2-1/2") clinched 36o I O ro' 2'-o B-6" a-6 z-6" fp z-o° 4-° g'•o 12'•0' l4'<" support at least 3/.B " Flange (tight, to flush late with inside , �' >at - 960 r-o" f-o' I-O I 11 11 I' lo" I'-o' 9; pp greater than 16", g g P' Treated 2x_ \s m box Halls or Three 16d (3-I/2") box nails — z10 I ° I.O h 6 _o„ „15 r„ 9,_b„ I'-°" a'-o 5'-0'Io,o' 13'-6" of TJI Joist top bottom Flange• with face of wall ar beam ledger \13 �� b �8i 2-I/2 typeca� " ' ��UJ blBtiff@nag each flange widths 1e sea -0„ 1-0I I o„ I-0 C-61�0.1 lo-0 1°,�1. " I °„ I_p 2'-p„ 1_e," Is o,' l4',c� 16 0° flan @ / fat@ mount / 11 2 rT, �\ with ten)10dtach see(3') \ tabletasten True Joist 1--b Blow. Maintain\ rim board /� / �)t On 02: I III I side. see sties I6" 8" 10" 1 I1 117- Ii lso 38'6 IV 12' 1s°11 IS " I f 1 J=1 17" Top box Haile, clinched �2x_ strapping installed below. Aso _,11 flange flan e 2 distance (minimum) tram 1e" hanger when asaible• g g / locationnssusing two W Web StiffenerSize W @b Stiffener Siz: 20" 360 I t'» l-0I' r-00^ s_o"I b-0' I6f e" -- I-0" 64a n,o"I�'bl i�i_o" p edge a of led edger to fast.@Her, J K 9 0" I-o' zo'-o Face mount Acker black � 2-1/2 BCCeWB per Joist — I O I-0' I O 16 5 6 12-0 16-0" I'-O Allowable Load I Factored Resistance(Ibs) e � II „ „ , „ „ Fastener Option 3: 1-I/2 1/2 x 2-5/16 min -5/16 /8 x 2-5/10 min Rectangdar holes based on measurement of longest side. hanger bath sides 1.314"rim board 1"e-Rim T" u directly applied telling 01,e5 ftoy be located vertically anywhere within the web.Leave 1/8" of web(minimum)at top and bottom Cr hole. 1-3/4" 5/8' x 2- /16" min 2-1/2" I" x 2-5116" minima Of Web With 318"lag bolt 400/630 N A./N.A. F' r Knockouts are located to web at approximately 12"an-center: they do not affect hale Q ^ single TJI uz"lag bolt a7s r7so 32s r N.A. Men specified on the fayoui,one Or more of • �j joist -Allowable load determined In accordance with AC 124, e!three bracin o tions shown ILmustll be 2-1/16"3/4" X 2-5/I6" min 3-1/2" 2x4 • placement. simple te an e5'minimum)unlForml loaded Joists meetin the requirements of current True Joist product utdes, ore r^ CI IiI� N2 J N3 �-A Corcoelon-resistant fasteners required for we:troere lea P g p O p y 9 p g v ns1alled maximum size round hole may be located at the canter of the Joist span provided no other holes occur In the Joist. appllcatlona. • Distances are based an the maximum uniform loads shown In current Trus Joist product guides. For other load conditions c::r W hole conrieuratiore contact your True Joist representative. '^ U BEAD and COLUIM14 DETAILS ALLOWABLE HOLES - Beams and Headers —+► 2x diameter of the largest hole lminfmum) O BEARING FOR DOOR OR BEAM 1'0 BEAM BEARING AT CONCRETE '� g B ^ Z BEARING AT WALL WINDOW HEADER CONNECTION WALL I c vs depth ^O C ) Joist Fram i ne a O Allowed hole a J U Trus Joist rim board Strap per code if \ o 13ncJepth o o Cut only round holes and only Slock.IIn the la blocking For top plate is not \ anal safer brain (lxa ROUND HOLIEeCHART lateral support continuous over �� p minimum)at 6'on-center and 1/3 span Allowed hole zone 1/3 span header / ®r==, BEAM pEPTA MAXIMUM ROUiND extended to a braced end wall. HOLE SIZE Silent Floor Joist framing 43/8 I„ Fasten `2 each joist with For uniformly loaded beams only- JJJllllll\yyyTTTjjj does not require bridging two 8d 12-1/2")nails minimum 5-I/2' I-3/4" or mid-span blocking (see WARNIN3). • Rectangular holes are not allowed. 1-1/4"to 20 2" Top flange No notes In cantilevers. Sea Illustration for Allowed Hole Zone hanger H2 No holes to headers or beams In plank orientation, Face mount Parallam PSL or hanger DO NOT bevelcatjoist Al beyond inside face of � � Rim board Joint T(mberStrdnd wall. E2 between Joists TJI JOIST ATTACHMENT at BEARING �) LSL Column L-2 L.3 Secs current Trus Joist L,4 rotect untreated wood from direct corrta t literature for Framing ith concrete / A3 TJI Joist;to Bearing Plate Squash Blocks to TJI Joist(Load connectare / bearing wall above t� \ �• / ••-�' Trus Joist rim board 9 ) CONNECTION OF MULTIPLE PIECES OF C \ one It'd each box TOP-LOADEED\I BEAMS(1) \ j Seat cuts must be within nail Into each flange BEARING AT COLiUMN wall• one ri 1 each 1-314"Width Pieces: TJl rim Joist \ \ \ : C8 box Hall each_ sides. Drive Halls ^� / at an ancile at 'Minimum of 3 rows iod (3" x 0.128") nails at 12" o.e, / \ L3 True Joist least 1-1/2"from 1-3/4"minimum bearlmg O board end, at end support: 3-1/2" A2 \ verify Parallam iPSL or Minimum of 4 rows IOd (3" x 0,128") nails at ELEVATED COLUMN \ minimum at rntermediaee r 12" c.c. for 14" and deeper beams BEAM ON COLUMN COLUMN BASE BASE support TimberStranad L��L p / column If using 12d (3-114") or larder Halls, the CAP \ g) Li Shear transfer:Connections equivailentto capacity ancd beam number of nailing rows may be reduced Optional \ \ �HI floor panel nailing schedule C Rim to TJI Joist bearing length. by one. / non-shrink 82 Trus Joist rain board or / Sees current 3-112"Width Pieces: grout \ Titus Joist " LO �\ \ _ 1-3/4"wide TJI rim - Ift�rature. Minimum of 2 rows I/2 bolts E3 JoistOne 10d(3")box 3 1/2"wide TJI rim at 24" a,c. staggered gg nail Into each flange T.JI floor (1)Load must be applied evenly across entire \ jolstToe nail with lOd joist 2-1/16%2-5/16"wide fide box nails,one each beam width.Otherwise,use connections for side-loaded beams. P � C - TJI rim joisYOne 16d side:of TJI joist flange ddltlonal nailingor bolting may be required with Join Butting Use Bt nor B2 at ' (3-1/2" box nail into each 9 Y 4 i34 Joists \ ) L•6s de-loaded multiple-member beams.Refer to current Pi F'2 Of- C witty blaakrn termediatte bearings flange 3-1/2"wide C roduct literature. panels 1t load bewaring or shear C TJI rim joist End n Jolete/ \ Top View at centerllntl� wall frolm above Q� t of sup pit C BEAM ATTACHMENT at BEARING r� FASTENING of FLOOR PANELS p �\ \ 8roeed end wall \ see note 3 urider True Joist rim board Closest on-center Spacing per Row � wA,RNINCs F o FWi Nail Size TJI Trus Joist rim board TimberStrand LSL Hl Ore lod(3")box 110 annd 210 230,960 and 560 1" 1-112" 1.112"or wider Micronlam LVL Perallam PSL 0 \ t 1 O \ Hall each area of F� Bd (1.112")box 2-LI/2" 2" 6" 4" \ _ e e - la3.1 e me;mber at bearing, Bd(2 ) 11 3" 3" 3" " minfmum from end 112" common b I 2" 6" 4' � r+r 1(Id(3'),12d(3-114 )box 33' 2 6 4" INSTALLATION TIPS ° _ CI-4) \O \ Drive Halls at arSee framing plan(if applicable)or Framer's Pocket 10d(3"),12d(3-114")common 4-11/2 3" 6" 4" 4" 4" 4" %bfloor adhesive will improve floor performance,but / angle to mintmtzasuide for minimum end and intermediate bearing 16d(3.112")common N,»A. 4" 16" ,010 610 e" 6° may not be required, \O 0 / LA p gths. Uj xterior Deck splitting of lateen (1)Can be reciucon?04"on-centerwdh maximum nail poanshafon of l-U"into the-narmwedge, When Joists are doubled at non-load bearing parallel \ --At Z partltions,space Joists apart the width of the wall Structural r� Recommended nailing is 12" on-ceri in Field and 6" on-center along for plumbing or NVAC,. \� \� sheathing ��••••••((( � isheathind edge. Nailing repuiremeritts on engineered drawings aupersede Additional Joist at plumbing drop Csea detail). \ O DO NO T use sawn lumber M recommendations. \ \ O for rim board or blocking. 14 ga, rows must be offset to leapt 1,a and staggered. \ ` Sawn lumber may shrink WA R I N G --'� I4 ga, etaiplee may be substituted Fool,ad!2-I/2"J Walla IF minimum penetration \� after Installation. •• Protect of I" nta the TJI joist or rim board Is achieved. � 8, O Sees ALLOWABLE untreated wood NCLEfs �f Jousts are unstable until braced laterally -- Farthest On-Center Spacing per Row from direct (\ .. Maximum spacing of nails Is: contact with Bracing Includes: For Joist wldthe 1-3/4" or less: lei"' on-center concrete •� -Blocking -sheathing Far Joist widths greater than 1-3/4 : 24" on-center •Hangers Rim Board DO NOT allow workers to walk on smut Lines -Rim Joist DO NOT stack building materlalas c Joists On unsheathedjoists.Stack only FILLER and BACKER BLOCK SHZES BhlFted Joi Additional / a until braced. over beams or walls. TJIFlangeWidths 1-3A" 24/16" 2-5116" 3-112' Joist R �� INJURY MAY RESULT. Plumbing drop Bearing plate to l— t /r/� ® WARNING NOTES: 9-112"or 9-i12"or 14"or 9.112"or 14"or 18"or 14"or 18"or be Mash with Inefde Depth 14"" 11.718" A Wt.yerhaeu er E3usinpss — 11.718" 11.718" 1E• 11.718" 1is" 20" 16" 20" squash blocks and blocking panels carry stacked face of wall or Lack of concern for proper bracing during construction can result in serious accidents,Under normal conditions if the Filler Black• ;,x 12- I/2 vertical load&(details Ell and 82).Packing out the beam 2x6 2x83 3/8" 3/e" I/2" 2e Two Two Two following guidelines are observed,accidents will be avoided. (Detail N2) i P sheathin web of a TJI Jatet(with web stlffenere) Is not a hhe5i In sheathn shaafhtnn g 2x6 2x8 2x12 r,5..,:•=••' .,;°•iq,1- tat tnr --J-9 --q- substitute for squash blocks or blocking panes- I.All blocking,hangers,rim boards and rim Joists at the end supports of the TJI Joists must be completely installed and properly nallled., q (3 r»r Cantilever Filler 2x4S 2:<1C0 2x6 -3/e 2x10-3/8 2x6♦ 1/.2" 2x10 . 1/2' Not 2.Lateral strength,Ilk&a braced and wall or en existing d®c:k,must be eatat;llahed at the ends of the bay,this can also be p y3;s,•.+ •w'.��'Gt (Detail E4) 4-O" 6'-© sheathing sheathing sheathing sheathing Not applicable accomplished b e rem oral, or permanent clack leheathi J fastened to the filet 4 feet or Joists at the end of the bag. tY 1 t > applfcaol p y p y p "9 J on land 4'-0" long6'-a" Ion 4'-O" Ion 6'-O" Ion P+, ry to _4 4 �•g� 4 g .g g g g 3,safety bracing Ilnae of IxA(minimum)must be Walled to a braced and well or sheathed arse as In mote 2 and to each Joist.WhhEln:tyefl bracing,bucklln arcdawa a or rollover la hi hl robable under li ht construction loads-like a worker or ono er of unnallecl&heiilhl•h �� '�•BaclterBlock' S/8" or 3/4" or 9 y 0 yp f3 (Detail F1 3/4" 4/g" I" Net 2x6 2x8 2x1s' 4.Bneathinc must be totally attached to each TJI Joist before addl;Ional loads can be placed on the system. } ;'�"� P )`') ,��`' DRAWN: MIJ/NIS or H2) Syroft •lf necessa 5.Ends of cantilevers require safsty bracing on both the top and bottom flanges. c° {g"�" `;;�".4"'° vt,= a C ry,mcre•ase fdlerand barker block height for face i mount hangers.k4alntain 1'/8"gap at top of jest;see delad W.Fdler and barker block lengths should )CALF: iJ.T.S. b.The Flanges must remain stra'ght within a tolerance of Ill"from true alignment. ,„ r�• �, + accnmodate required nailing,vilhnut splitting(12"minimumfonr backer blocks and 24"minimum for filter blocks). This sheet is intended as a supplement to the Trus Joist Framer's' Pocket Guide, which slhould be referenced for additional information. , '_ JOB#i: December 17,2008 �4& SHEET NUMBER'.: ^��+,`'Ara��•.r`r ,;,"" :,'r I to 20"t REVISIONS: REVIEW SET 11/27/2008 81D SET 11/17/2008CTI � AND CON :� TRLLJCTIONDETAIL D �1IL �VI1\1 / %WNND LOAD PATH CONNE USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION, FOLLOW i-'I,ANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TOACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, KING STUDS / \ ENDWALL RAFTER— �\ WAIL STUD CRIPPLE STUD -0 \ u ° ° \ BOTTOM PLATE u RIDGE BATHTUB ° HEADER ' --0 LEDGER ° DOUBLE JOIST - / SIDEWALL- RAFTER ) \� JACK STUDS — FLOOR USF NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERSIJ ANCHOR TO FOUNDATION W/ANCHOR 13OLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMI3ER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMI3ER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x2!4"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2;x6-2x8 I_S26 18ga. SLOPE H,ANGE:R APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH (2)JOISTS. UNDER WALL. ° ANCHIOR 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 ANI.,HOFZ APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER V U � BLOCKING @24"OC ri a ALL STUD THROUGH-ROOF EXHAUST � VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL � RIM BOARD CHIMNEY A �r RAFTER - SILL a .S REQUIRED �\ PLATE R�AFTEI;ZS S) �T WALL SHEATHING \ MAINTAIN VENTILATION WOOD JOIST - 0 SIDEWALL FLASHING FOUNDATION) - �•--�� ' TOP PLATE _ BLOCKING BLOCKING - \� ) ' FINISH WALL AND MOISTURE �/ „ BARRIER TO LAP, FLASHING I��\ - 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS @48 OC ATTIC SHALL BE PROVIDED WITH A < AT WAIL--MAINTAIN GAP FASCIA \ AND ALL WIINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - - GUTTER FLOOR JOIST DEPTH USP (NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER- INSTALL TO" O.C. �,�� THE SPACE VENTILATED. ALL OPENINGS C:ONTIN. SCREENED VENT 4" -Ell' 1_55TA24 1-1/4"x24"20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH COIJTIN. SOFFIT/EXT. PLYWOOD INSTALL TO" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF '/ INCH IN DIMENSION. �• 8"- 14" LQ>TA30 1-1/4"x30" 18 a. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR aOFFITED EVE g �F---- CONNECT TO ON ALL OPENINGS �'� ,' GAP TO PREVENT CAPILLARY 4"-6" RAFTER RT10 10-3/4"x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND Cn TA36 1-1/4 x36 18 a. STRAP AND JACK STUDS / \ / ACTION 8 - 12' RAFTER RT20 21-1/8 x 20ga. TYDOWN ANCHOR / OVER BEARING WALLS AND HEADERS cn INSTALL 4 0 O.C. CONNECT 14" 16" L5 g A J - �. , \ �� A H RAFTER ON ROO VENTILATION ON ALL OPENINGS �� \` KEEP ROOFING NAILS OUT SOFFITED E�AVE DETAIL `� \ O OF FLASHING 2ND. FLOOR WALL \ \ ►�-� LROOFING LAPS BASE: \ -� FLASHING 4 INCHES RAFTER � �� F-'-i U EASE FLASHING WRAPS CORNERS, / RIDGE CAP OF SAME H / I / \ E:XTENDS UNDER SHINGLES AT MATERIAL AS ROOFING / SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES \ THROUGH VENT \ :\ o ° WOOD JOIST --Imp. � TOP PLATE \ GIRDER./HEADER \ a WALL HING \ Q 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC r� ` WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DEEiCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS 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 LISP NUMBER DESCR.IPTIOI•V APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS --- RAFTER/PLATE RT15 TYDOWN ANCHIOR 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 LVL HEADERS 8"- 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE: `- PLATE/WALL SPTH4 STUD PLATE ANCHOR TO ALLOW FOR SHRINKAGE, & REDUCE BUMP OUTS ION ALL OPENINGS PLATES TO EACH STUD OF ROOF DBL. SILL PLATE C� TERMITE SHIELD SUIBR-00R, r— SILL GASKET �" _ ' LUOOD � _"'� � WOOD JOISTS CONE. FLAB I f.�*,;,�- NEOPRENI= `' I- GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE TYP. CONE. FOUNDATION n A- 6 MIL. POLY I �— Va �` ` ' BOLTED TO STEEL BEAM WITH D IL P ROOF EXTERIOR u GRANULAR FILL �T �,a ry 1/2 DIA, 501-TS o 48 o.a. STAG. 6MIL POLY ON EXTERIOR .--' V STEEL COLUMN - --r' ROOF'JACK S i - �' ° ` ii STEEL BEAM CONC. SLAB ----► u � p � b �� „_ // I � � � �� 4" x 114" x a" STEEL p V If COMPACT FILL. --s C D ROOFING LAPS . , •4— TOP AND BOTTOM PLATE _ KEYWAY FOOTING c /� a --- �e d p C FLASHING AT - .__ I WITH 1/2" x 6" ANCHOR BOLT L�'� c• p CONC. FTG. p C p m' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP ` ° ,- : <, ANCHOR BOLT CONNECTION v2 GROUT Q ^, °o� o°j (USA LBPS58 OR BP583) ` REINFORCING BAR r. '' 's - 3" STEEL COLUMNrA FOUNDATION 5/8 DIA. ANCHOR BOLT I I � DRAIN TILE -- p J ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS -- , , l 10 KIPS O SILT_ PLATE TO FOUNDATIO14 1 STORY 72 OC ROOFING AT BOTTOM F CRAWL SPACE OR FOUNDATION r' TYPICAL SEAM DET,41L. Q SILL PLATE TO FOUNDATION 2 STORHES 36"OC O d O TYPICAL(GONG. FOUNDATION. APPLY PILASTERS MIN. 3"STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BE�AF.ING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC CAB-ON-GRADE ROOF JACKS VENTS DETAIL �.., E- O ocn SUBFLOOR ..{ a CONC. SLAB DOOR FRAME 1� 6X6 10/10 W1NM Cz 4R 4CxE:i,� COMPACT FILL UOGR (3-- JOIST ( I USE 2X8 �. FOR BLOCKOUT a- - STEEL BEAM r <' `` 4" SLAB <t P.T. PLATE W/ 6X6 VIM SLOPE ` -�, , •-o---`` 4 DRIVI=WAY--�® NOTCH JOIST AND ADJUST HEIGHT ' 1/2"AIRS ACE <� ° ° " (WITH A NAILING PLATE IF NEEDED) AT END AND "" �p�/21� , ° e ° ° °°•° , ° " r TO BE APROX. 1/2 OR HIGHER THAN mac.-'n DES OF WOOD o` p ' p• o ° STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE p° GI t•^- tr�-;--zr--"- - — z�` _ _ a o '° , e Q e 4 e �',% BEAMS I I- ° ° o° ° ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. — — — p ° 11- -11 I-11II I o o p /!1211 NOTCH BEAM FOR MUD.SILL IF REQUIRED -- MAXIMUM 'I SUBFLOOR MIN. r,, n n �' a s Q i I- ' ° u I I I—I �1 -REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM ° p ' ° ,c a ; c RE BAR -III o o Zc -JOIST DRAIN TILE �.s•--„-r� ,n e° SHEET METAL/304 FEL',T UNDER BEAM Al' POINT III ��'A o° °° I I C� �' 112 - �r�"r-1=rr-rr-rrr Ili -STEEL BEAM DRAWN: MH/MS OF CONTACT WITH CONJCRETE OR CONC. BLOCK .I i1_fl i_Fin!—I 11-m=1 i I�Ti- ' Z SCALE: N.T.S. TYPICAL CONIC. MONOLITHIC FOUNDATION. REINFORCE WITH (2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° • SHIMS TO LEVEL BEAM -PLATE (BOLTED TO Bf`� ) `' ' -' �, � .1-013 REINFORCE FOOTING WITH (2)#4 REINFORCING BARS. t December 17,2008 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT ''�,� `�� «�� ,.*� SHEET NUMBER: BEAM POCIGF:T `� Y -� 1 i REVISIONS: REVIEW SET 11/21/2008 BID SET 12/17/2008 WIND LOAD PATH CONNE ( 'TIONI AND C0N1 %r*.ft.J"R'kUCo,T' 10N DETAIL DRAWINGS USE. 'THE FOLLOWING OR APflROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4" MAX. KING STUDS rwwv 4"DIA. MAXIMUM RAFTER wL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA � CRIPPLE STUD - �` i1•er �,fir GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD �'�'! `M® LEDGER \ SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMIENT HAZARDS �— HEADER - LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED RIDGE MODERATE SLIGHT'TO : 45 LB:S. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - RAFTER — JACK STUDS \ fM - RAFTER-TO-LEDGER CONNECTION _ - �, C, DECK AND COVERED - \ LEDGER TO BE CONNECTED TO BLDG. USING 1/2 DIA. BOLTS @16 OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION CO EREC PORCH NOTES. RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER. DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted,all framing material to be:#1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel V U �)-I-AIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x,B LS26 18ga. SLOPE HANGER APPLY TO EACHRAFTER/LEDGERALL OPENINGS L.STA12 1-1/4"x1.2"20ga. STRAP APPLY TO EACH JACK STUD *, a m ROOF LSTA24 1-1/4"x24" 2Gga. STRAP APPLY OVER RID(SE TO EACH RAFTER 2X10 L5210 18ga. 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 2 w 1-1/2"SPACE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. X3 w o a� MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24"x24"xl2"thick concrete footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Foodings Shall U H - The 3 ft.below grade. HANDRAILS RAFTER 4). Deck joists to have blocking at 8T 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 76). 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 WALL.STUD RIM/DECK JOIS ° to girder(s). � • OPEN BALUSTER ATTAG�4I=D TO WALL WALL STUD ° 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 41 9). Use simpson hangers and anchors with Z-MAX tripple protective coating for equal HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION for any contact with ACQ. RAFTER TO PLATE/STUD CONNECTION ALL HANDRAIILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE STAIRtS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH CONNECT TO RAFfER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION NAILING SC►HE.DULE C/1 SHALL.NOT BE LESS THAN 1-1/4" NOR MORE THAN 2"IN 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER, CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS CROSS SECTIIONAL DIMENSION, OR THE SHAPE SHALL CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD ROOF SHEATHING: PROVIDE AN EQUIVALENT GRIPPING SURFACE 8 - 12 RAFTER RT20 21-1/8 x 20ga.TYDOWN ANCHOR O Q EACH FLaFTER, NAIL NAIL JOINT DESCRIPTION NOTES F- __ QTY. SPACING �W STRUCTURAL PANEL 8d AS PER TABLE 3.8 WFCM-SBC W � 4" MAX. 4 DIlA. MAXIMUM GIRDER/HEADER / ROOF FRAMING: GIRDERI'HEADER- NAIL NAIL a z o JOINT DESCRIPTION NOTES O z JOIST POST/COLUMN ° ° RAFTER TO 8' 8 WALL: d COMMON S EACIH o G o TOP PLATE 10' NALL:4 8d COMMON RAFTER TOE-NAIL ^� 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 SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR; APPLY TO EACH COLUMN BLOCKING EACH TOE L EGG/�'ORGN RAILING SPLICED SOLID COLUMN PBS66/PBSE66/ KC66 POST CAP ANCHOR; APPLY TO EACH COLUMN TO RAFTER 2-8d COMMON END NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER./HEADER CONNECTION HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN S RIM BOARD EACH END JOIN TO GIRDER/HEADER R.T10 TYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN. (2) 1/2 DIA. GALV. BOLTS WITH WASHERS AND NUTS TO RAFTER 2-16d COMMON END NAIL o STU WALL FRAMING: ' d+ BEARING PLATE GIRDER JOINT DESCRIPTION NAIL NAIL NOTES TOP PLATE TO QTY SPACING C �, • G TOP PLATE 2- 16d COMMON FOOT FACE: NAIL ° \ WOOD JOIST TOP PLATES AT JOINTS FACE \ •• >• INTERSECTIONS EA.- 16d COMMON EA. SIDE NAIL LEDGER GIRDER/HEADER: I CONCRETE PIED •• • STUD TO 2. 16d COMMON 2 FACE � - STUD O.C. NAIL WOOD JOIST `� >• `' 16d COMMON WOOD JOIST \`�_ • ,`A-y HEADER TO 16'"O.C. FACE HEADER ALONG EDGES NAIL �� ,• •, TOP OR BOTTOM 2- 16d COMMON FIER 2x4 STUD END PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL Q DOUBLE 2x BOTTOM PLATE TO: F'ER 0 FLUSH JOISTS WITH HEADER/GIRDER FLOOR JOIST BAND JOIST 2- 16d COMMON FACE NAIL. (MINIMUM) END JOIST OR BLOCKING FOOT >. CEILING JOIST TO BLDG. CONNECTION ALL.JOISTS CONNECTED O A FLUSH HEADER TO BE SUPPORTED WITH II FOR HEADER. HEADER/GIRDER-TO-POST CONNECTION w THE PR JOISTS PROPER STEEL CONNECTOR. I OR BEAM OCATION USP NUMBER DESCRIPTION APPLI TION > Q LEDGER TO BE CONNECTED TKO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS LCA r.r.y IF ABLE,SET FIR JOISTS APROX, 1/4" HIGHER THAN LVL HEADERS I( TO ALLOW FOR SHRINKAGE. ROD (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER REQUIRED II 0 , b FOR STU (3) BEAMS PAU66 OR WE:66 POST/BEAM ANCHOR APPLY TO EACH PIER �N-- DECK FRAMING: 0 o FLASHING TUCKED UNDER I I JOINT DESCRIPTION NAIL NAIL NOTES O z TOP PIECE OF SIDING AND QTY. SPACING LAPPED OVER FIRST CONTIN. JOIST TO: PER TOE o PIECE OF SIDING BELOW \ —THREADED ROD SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL � ``' BRIDGING EACH TOE 1/2" DIA. LAG BOLTS W/WASHERS CIVW(COUPLER NUT BRIDGING JOIST 2-8d COMMON END NAIL CONNECTED TO BLDG. @16 OC POST BLOCKING 2-8d COMMON EACH TOE MINIMUM TO JOIST END NAIL —� WOOD JOIST END DISTANCE BLOCKING TO: :I-16d COMMON EACH TOE BLOCKING - SILL OR TOP PLATE BLOCK NAIL FLOOR FRAMIING • ' .••. •o • o EN EACH FACE MINIM M 1> A OBEAM V 4 � ' LEDGEREI STRIP JOIST NAIL 2x JOISTS 3-16d COMMON 0 n.•. o 12"x12"xl2" V V V JOIST ON LEDGER PER TOE TO BEAM -` — WOOD GIRDER •• '• '. '.$'• CONCRETE FOOTING �>> 3-8d COMMON ^ JOIST NAIL BLOCKING FOR JOIST HANGER 3-16d COMMON E3AND JOIST PER END LAG BOLTS > TO JOIST JOIST NAIL / o y HOLLOWCOLUMN I.IPLIFF BAND JOIST-ro: PER ". RIM JOIST/BD. v r SILL OR TOP PLATE FOOT 2.-16d COMMON TOE NAIL, :,�r"'u ��;f g•• SIMPSON STRONG TIE MODEL STRR1/2 C� +'a E SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMIENDATIONS DECK P01►T FTG. CONNECTIONb �•�A>, DRAWN: MIT/MS PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION LISP NUMBER DESCRIPTION APPLICATION ,, h a� _ CALF: N.T.S. USE WITH RT10'TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/ BEAM ANCHOR APPLY TO EACH FOOTING DEC�CNPORGH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/ BEAM ANCHOR APPLY TO EACH FOOTING71 : . s' �;^ jI� JOB#: � f E ; ,i D�cccmb�-r 17,2008 SHEET NUMBER, A- 14 I � REVISIONS: REVIEW SET 11/21/2008 BID SET 12/17/2008 ® NOTEBWIND FRAMING NOTES NAILING SCHEDULE �� FLAtN CONTENTS: bA � ROOF FRAMING: � / O OCCUPANCY CLASSIFICATION ® 1. 1). RIDGE-TO-RAFTER ASSEMBLY. R3 RESIDENTIAL 1-1/4 x 20 gauge strap shall be attached to each air of rafters in accordance to table 3.4. NAIL NAIL c g g P P JOINT DESCRIPTION( NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING �1rr•; •� CONSTRUCTION MOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. BUILDING HEIGHT (SEE PLANS) P• RAFTER TO 8 WALL: 3-8d COMMON EACH TOP PLATE 10'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: CEILING JOIST 8'WALL: 3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) iintent 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 TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State 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 200E 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 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS; AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERA(_ 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: imeets current federal, state, county and local nodes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below, the TO RAFTER WFCM -SBC END NAIL ATTICS w/o STORAGE 10 � ;should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/ STORAGE 20 ra a accordance with table 3.3. TO RAFTER 2-Sd COMMON END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 � M 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 2-16d COMMON ROOMS (OTHER THAN SLEEPING) 40 i(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL aD First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 15 inches in masonry block foundations, or lapped under NAIL NAIL 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, y pp construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS (ANY DIRECTION) 200 ,L QTY. SPACING > precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT. C) r spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO FIER FACE NAIL ° specific use expressed or implied in the use of these plans. P 9 PTOP PLATE 2- 16d COMMON FOOT SEE: NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AST 4 - 16d COMMON JOINTS FACE: (ROOF - FOUNDATION) DETAIL PAGE GENERAL NOTE PAGE DE SI NAIL c 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO INTERSECTIONS EA, SIDE FACE: NAILING SCHEDULE SEE GENERAL NOTE PACsE - or exceeds manufacture s specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2- 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c. at the panel edges and 12" o,c. in the field, and FIRE PROTECTION S jm,: 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 SEE FLOOR PLANS edges and 10"o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL (SMOKECO2 DETECTORS) such as bookcases, shelving, pantry, closets, trims, etc. g g q P in table 3.15a-b. TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - :STANDARD STICK FR'.AME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUID 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND)JOIST, 2- 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2, END JOIST OR BLOCKING rT� 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WING SEISMIC FROST WINTER ICESHIELD FLOOD W determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDER.LAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. RECIUIRED 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 NONE - W 3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or mason walls occurin in exterior or unheated interior areas. SILL, TOP PLATE ORZ GIRDER 4" 8d COMMON JOIST NAIL O masonry g 8). CONNECTIONSAROUNOEXTERIORWALLOPENINGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete;walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2- 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE. be installed with#5 re-bar, 18" Ion at 12"o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES g PP P Y 3.5. EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD U BLOCKING� 2.8d COMMON � �� ,, 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL 4 PERIMETER EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 6 O.C. SEE NOTE,: 1 3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: 0. BLOCKING T(O: EACH TOE SEE. NOTES: 1 ( BOTH FIELDS) F' 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 3- 16d COMMON INTERIOR ZONE 8d COMMON @) 6 O.C. 8d COMMON @ 12 O.C. cri anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL GABLE ENDWALL RAKE AND RAKE TRUSS COMMON @ 4" O.C. 8d COMMON NOTE: 2 FOR PANEL FIELD 6 maximum lifts (layers). ZO 8d "along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE @ 4 O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24"access opening. Install one attached with the above requirements. TO BEAM3- 16d COMMON JOIST NAIL O U 8x16 cast iron foundation vent for every 150 sq.ft. of area. NOTES DECK AND COVERED PORCH NOTES. JOIST ON LEDGER 3. 8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coaling as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber, BAND JOISTf PER END 3- 16d COMMON the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST I 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, 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST-f0: _J2- 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. ROOF S H E'.ATHI N G: Fo Tabulated 12 inch with nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall bey reduced to 6 inches o.c. NAIL NAIL 1). All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION) QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For Edition Wood Framing Construction Manual. 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. AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. g P g STRUCTURAL sd 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors,walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger, NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. �, JOINT DE:SCRIPTIONN Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts 1 07Y. SPACING " SEE NOTES: 1, 3 ( BOTH FIELDS) 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. 4). Unless otherwise noted where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANE(_ FIELD all bearing wall headers to be (2)2x10#2 + BTR. Doug. Fir. 5d COOLER,S Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12"'O.C. SEE NOTE: ( )J ( ) g 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have(3)jack studs and (2)full length studs on each side of WALL S H E,ATHI N G: C' openings. Bearing wall window sills shall also have (2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored N OTES openings between 41 and 60 and 2x6 wall openings between 611 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION) NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, and blocking where applicable. QTY. SPACING 8 . Covered Roofs shall be assembled and anchored the sarne manner as a typical building. STRUCTURAL AS PER TABLE 3.9 5 . All flush beams/headers to be installed with heap dui galvinized hangers and ) YP g' r 8d COMMON �, 1). For wall sheathing within 4 feet of the comers, the 4 foot edge zone attachment requirement.. shall 'Y Y 9 9 PANELS WFCM -�rBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE 6d COMMON 2 . Tabulated 12 inch o.c. nails spacing assumes sheathing attached to stud framing members with 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD ) P g 9 ' 9 Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0,42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10"O.C . FIELD 7). Provide 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. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nail:. other access openings unless otherwise noted (typical). FLOOR SHEATHING: NOTE: o 3). If wall studs, plates or joists are cut out during installation for any plumbing related work NAIL NAIL 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracingand plates to protect and secure the structure. Verify with the JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY > P P Y QTY. SPACING > where applicable unless otherwise noted. state code and manufacture's recommendation far maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. HVAC �' 1" OR LESS 8d COMMON 12"O.C. FIELD 9). Provide:blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists SYSTEM NOTES 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. � a0 under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. C) Aa x requirements. 3). INSTALL 1 - Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. x 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. MENTIONED IN SCHEDULE NOTES ONLY. Section R602.£3 - FIREBLOCKING REQUIRED 0 2). HVAC subcontractor is to fully coordinate all system data and requirements with the 0 O equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) � Z 11). Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1). Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories, and between a top storS and the roof space, � o CDX 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. rn is nailed 3"on-center at the panel edge to obtain higher Contractor and owner for final review and approval. P g g 12). Unless otherwise noted use 3/4"thick T&G FITS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. levels. Concealed horizontal furred spaces shall also be flreblocked at intervals not exceeding 10 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 firebloc.king in walls constructed 13). All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathinig is continuous over connected using parallel rows of studs or staggered studs. ceilings 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 spaces to be reduced toll - 16d nail per foot. 2), At all interconnections between concealed vertical and horizontal s aces 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 com I 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 �` t be installed with a foam sill gasket and cap-r-tex termite shield or approved equal. r'=''•"= t `'�•1 4), At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of ;',;;_ ;�� ''" ' 'Ire L4 flame and products of combustion. DRAWN: MH/lvts SCALE: N.T.S. JOB#: 5). For the fireblockinc of chimneys and fireplaces, refer to Section R1O01.16. N.Y.S. Residential Code. f December 17,2008 av • `�� SHEETNUMBLER'.: A- 15 ii i 1