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HomeMy WebLinkAbout31554-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31974 THIS CERTIFIES that the building NEW DWELLING Date: 10/31/06 Location of Property: 1060 WILLOW TERRACE LA ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 26 Block 2 Lot 22 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 4, 2005 pursuant to which Building Permit No. 31554-Z dated OCTOBER 25, 2005 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 ENTRY, FIRST AND SECOND FLOOR DECKS AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to STENDA REALTY LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0034 09/14/06 ELECTRICAL CERTIFICATE NO. 107921C 09/15/06 PLUMBERS CERTIFICATION DATED Rev. 1/81 09/13/06 JACK GISMONDI Au oriz d Signature �/b-GS`a- 9Sa� —17on1 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT ---'•-- _ TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANC �— This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. or new building or new use: Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or opographic features. mal Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). pproval of electrical installation from Board of Fire Underwriters. Swom statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Crommercial $15.00 / Date:) New Construction: V Old or Pre-existing BuiMiug: (check one) ( , Location of Property: / 0 6 0 Wt L i oW 7-46f_44GE L-A/, QiZiC�f' House Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 2 L Block o2 Lot .2.11 Subdivision Filed Map. Lot: i u u�QuiE e.AxilN Permit No. 31 75 <i -Z-Date of Permit. /0 -6--OS' Applicant: Dtr,,,,�p rL ` �(� � VA -e_5) Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Co 3►9��I Q-ec,II-)to I Final Certificate: / (check one) Applicant Signature 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. 31554 Z Date OCTOBER 25, 2005 Permission is hereby granted to: HELEN W KEITH 995 WILLIS CREEK DRIVE MATTITUCK,NY 11952 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, & LOWER & UPPER DECKS AS APPLIED FOR at premises located at 1060 WILLOW TERRACE LA ORIENT County Tax Map No. 473889 Section 026 Block 0002 Lot No. 022 pursuant to application dated OCTOBER 4, 2005 and approved by the Building Inspector to expire on APRIL 25, 2007. Fee $ 1,754.40 A(a it. Authorized Signature ORIGINAL Rev. 5/8/02 Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. 9/15/2006 375 Dunton Avenue East Patchogue, New York 11772 (631) 286-6642 Issued To: Mr. & Mrs. Matteini Street: 1060 Willow Terrace Lane Village: Orient Zip: 11957 Section: Block: Lot: Application 107921C Town: Southold Contractor: Brite Star Electric Lic. # 3398-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Poolx❑ 1st Floor D Indoor XX Basement ❑ Hot Tub X❑ Residential ❑ Det. Garage X❑ AtticX❑ 2nd Floor X❑ Outdoor X Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 70 70 70 13 3 17 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1/20 1 20 1 30 1/30 1 Gas 1/20 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 X 4 8 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 300 1 ❑X / 1 Bldg. Permit: 31554Z itner ?- 150 Main Breaker Panels ?- Garage Door Opener Receptacles 1- 20 Amp Well Disconnect 1- 20 Amp A/C Disconnects, 2- 20 Amp A/C 1- 15 Amp Air Handlers, 2- 20 Amp Air Hugo S. S rdi President Rough Inspection: 04/26/2006 Inspector: Dennis Brandi Final Inspection: 09/13/2006 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. James F. King, President ��q soujy Jill M. Doherty, Vice -President Peggy A. Dickerson Dave Bergen H Aft BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax(631)765-6641 CERTIFICATE OF COMPLIANCE # 0161C Date October 19, 2006 THIS CERTIFIES that the single-family dwelling, driveway & 10' non -turf buffer At 1060 Willow Terrace Lane, Orient , Suffolk County Tax Map # 26-2-22 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 3/25/04 pursuant to which Trustees Permit # 5890 Dated 4/21/04 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for a single-family dwelling, driveway & 10' non -turf buffer The certificate is issued to STEPHEN MATTEM owner of the aforesaid property. Authorized Signature 23 Town Hall, 53045 Main Road P. O. Box 1179 Southold, New York 11971 Fax(516)765-1823 Telephone (516) 765-1602 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: i (3 66 Building Permit No. ✓ /��� o � Owner: S+ir PRfAJ r✓i �7T�/'�/ (please print) , (nom Plumber: �Gcr Glolokd( �� J (please print) I certify that the solder used in the water supply system contains less than 2/10 of It lead. Sworn to before me this _L3 _ day of -5� 4 - Notary Public, L County �ly J JANfl'iGSJEWARf NOTARYMMSumof NewyA Na 32-46633485 o� �N"aao9 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631)298-7116 Date: April 6, 2006 To: Town of Southold Building Dept. Re: Framing /Plumbing/ Strapping Inspection Steven Matteini 1060 Willow Terrace Ln Orient, NY Permit # 31554 To Whom It May Concern: After a Framing, Plumbing and Strapping inspection was preformed on the above property, it is deemed that all work performed was completed to plans and meets all state and local codes. A pressure test was also performed on the plumbing system and was found to be acceptable. Any other questions please call. JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Building Dept. Date: May 15, 2006 Re: Insulation Inspection Steven Matteini 1060 Willow Terrace Orient, NY Permit#31554 To Whom It May Concern: After an Insulation inspection was preformed on the above property, it is deemed that all Insulation was installed correctly, and meets all building codes. Any other questions please call. 31ssr-Z�7- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [=FINAL TION [ ] FRAMING/ STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [71NAL TION [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ( c% INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS (IST) tA mFOUNDATION C/1 . A y ------------------------------------ FOUNDATION (2ND) �Z. l� �x ROUGH FRAMING & PLUMBING 6 r y y � 01, INSULATION PER N. Y. STATE ENERGY CODE P o� H FINAL 3 Er . ADDITIONAL COMMJ&TS O m Yl .. U - x a � is � TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO.3 /Ss-fC7s Check Septic Form N.Y.S.D.E.C. Examined 10 ,2005— Trustees Contact: Approved !v - ', 2010 Mail to: DO NOT MAIL Disapproved a/c Expiration 0. S, 206Z lt9 4 ?on _J T 734-5bOO /61-& Building Inspector APPLICATION FOR BUILDING PERMIT Date 10/5/05 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 codelations, and to admit authorized inspectors on premises and in building for necessary inspections. /1 � _ _ , PROPERT PERMIT SERVICES ignatureoTapplif;+Itt or name, if corporation) Post Office BOE 617 ((/// Cut&09UO, MY 119356617 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Stephen Matteini (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: 1060 Willow Terrace Lane, Orient House Number Street Hamlet County Tax Map No. 1000 Subdivision (Name) Section 26 Block 2;e,y, e ,..," '22 Filed Map No._ LAC PA State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Undeveloped b. Intended use and SFD 3. Nature of work (check which applicable): New Building XX Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost 250,000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units One Number of dwelling units on each floor N/A if garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent 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 70'-8" Reaz 54'-8" Depth' -g" Height 1-9" (ridge) Number of Stories Two 9. Size of lot: Front 100' Reaz 124' Depth t 51 ' var 10. Date of Purchase Sept 05 Name of Former Owner 11. Zone or use district in which premises are situated R-40 Helen Keith 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO XX 13. Will lot be re -graded? YES XX NO—Will excess fill be removed from premises? YES XX NO, Stephen Matteini, 8 First Street, Garden City, N�h11�l0i516-483-4268 14. Names of Owner of premises Addresso. Name of Architect Address Phone No Name of Contractor1Dt", (6e ,, Address Phone No. 3/ 6 � 5-) P2]-- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES XX NO _ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES XX NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Suff0lik James E. Fitzgerald, Jr being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Agent (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. to before me thi day o Q 20 f jam_ Notary Public, State Of NOWYbAt No. OIDOG095328, Suffolk ob Term Expires July 7, 20 New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631) 444-0365 - FAX: (631) 444-0360 Website: www.dec.state.ny.us LETTER OF NO JURISDICTION - TIDAL WETLANDS ACT January 27, 2004 Helen Keith 995 Willis Creek Drive Mattituck, New York 11952 Re: Application #1-4738-03312/00001 Keith Property, 1060 Willow Terrace Lane, SCTM #1000-26-2-22 Dear Ms, Keith: I"IML VJI VJ Am Erin M. Crotty Commissioner Based on the information you have submitted the Department of Environmental Conservation (DEC) has determined that: The property landward of the 16' elevation contour as shown on the survey prepared by Joseph A. Ingegno last revised November 30, 2003, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands 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,, 41IZ44�� Mark C. Carrara Permit Administrator cc: MHP file 05/18/2005 16:50 6317276336 A TOHILL PC PAGE 04/05 Board Of Southold Town Trustees SOUTHOLD, NEW YORK PERMIT NO.. �7qo DATE: ..Peril '21.004 .....2. HELENW....hEIT.H................................................... ..... ISSUED TO .....................'_.......,.,....... Aut4orization Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance an - titled "REGULATING ON WN WATERS AND I NG OF: OBSTRUCTIONS INANDOPUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;". and in accordance with the Resolution of The Board adopted at a meeting held on 20.Q.4.., and in consideration of the sum of ;......50.00 paid by Helen W. Keith ............................ ................................................ . mattituck N. Y. and subjectto the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: wetiand Permit to construct a new residence with a pervious -driveway-. with the condition of a 10, non -turf buffer landward of the bulkhead and as depicted on the survev prepared lj�' Joseph. A. ingegno last darod March 29, 2004. all in accordance with the detailed specifications as presented in the originating applicafion. IN WITNESS WHEREOF, The said Board of Trustees here- bcauses its pr d, and these sents subscribed bya majority of he said dBoard as of +hIs date.to 0 N �1 Z, APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman http://southoldtown.northfork.net Mailing Address: Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 September 15, 2006 By Fax and Regular Mail Mr. James Fitzgerald, Jr. Proper -T Permit Services, Inc. P.O. Box 617 Cutchogue, NY 11935 Re:girlihce (28-21-22-Mitteini) Dear M gerald: Please find enclosed a copy of the above -related determination rendered by the Zoning Board of Appeals at its August 17, 2006 Meeting. Please be sure to attach an extra copy of the attached variance determination at the time of submitting other documents to the Building Department as may be required. Thank you. Very truly yours, �Q'G1-/6L1/G2�'L Li da Kowalski Encl. Copy of Decision 9/17/06 to: Building Department APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman http://southoldtown.northfork.net Mailing Address: Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 17, 2006 ZB File No. 5918 - STEPHEN MATTEINI (and STENDA REALTY, LLC) Property Location: 1060 Willow Terrace Lane, Orient CTM 26-2-22 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's property is 16,875 square feet (measured to the bulkhead) with 100 feet along Willow Terrace Lane and 124.01 feet along the bulkhead adjacent to Orient Harbor. The premises is improved with a new dwelling, under construction (Building Permit No. 31554-Z issued 10/25/05. BASIS OF APPLICATION: Zoning Code Section 100-32, based on the Building Inspector's April 12, 2006 Notice of Disapproval concerning a proposed open, roofed -over front entry addition which will be less than the code -required 35 feet from the front yard lot line. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on July 27, 2006, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The appficant requests a variance for a front yard setback of 29 feet instead of the required 35 foot setback for a columned entry portico with a platform landing, stairs and a covered roof. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the area variance will not produce neighborhood or a detriment to nearby properties. dwellings in the neighborhood, and the entry architectural style of the house. an undesirable change in the character of the The house design is similar to newly constructed )ortico is appropriate to the scale (size) and Rage 2 — August 17, 2006 ZB File No. 5918 — S. Matteini and Stands Realty LLC CTM No. 26-2-22 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Replacing the as built (84 sq. ft.) covered entry portico with a narrower entry that does not require an area variance would detrimentally alter the aesthetic appeal and proportions of the elevation that fronts on Willow Terrace. 3. The variance granted herein is not substantial. The roof overhang for which the variance is required is 54 square feet, of which 24 square feet extends beyond the permitted five foot encroachment into the required front yard. 4. The alleged difficulty was self-created when the builder constructed a roof portico that exceeded the permitted five foot encroachment into the required front yard setback. 5. No evidence has been submitted to suggest that the proposed additions will have an adverse impact on physical or environmental conditions in the neighborhood 6. Grant of the requested variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a columned, covered entry portico at the front of the dwelling (under construction), while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Weisman, seconded by Member Dinizio, and duly carried to GRANT the variance as applied for, shown on the site map dated October 6, 2006, revised March 8, 2006, prepared by Joseph A. Ingegno, land surveyor, and architectural diagrams Al - A6, prepared by Mark K. Schwartz Architect PLLC prepared March 20, 2006. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. • Vote of the Board: Ayes: Members Oliva, Goehringer, Dinizio, Simon, and Weisman. This Resolution was duly adopted (5-0). CJ �xx�Jti �• ®�4. Ruth D. Oliva 90-,C /2006 Approved for Filing y a Mark K. Schwartz, AIA - Architect, PLLC P.O. Box 933 Phone: (631) 734 -41&5 ' CuWhogue, New York 11935 Fax: (631) 734 - 2110 LS I r orT 2 S 2005 Date: Febt uarytq5,_2003 To: SOULM Atte Pat Conklin Fax number: 765-9502 Phone number: 765-1802 From: Mark Schwartz Re: Matteini House: Willow Terrace Road Orient, New York Pages: 2 (including cover sheet) Comments: We have revised the Floor Plan to reflect the 30 square foot (max) platform at the entrance, as required by Town Code. Please review and call with any questions. I will hand deliver an original plan tomorrow. Thanks! Mark Schwartz MatteimffidgDeptdoc ■ ENTRY HALL 3-1 /8 ML 4: 1/4-3/0-1/4X8/0 BGRY 7'-10' PROPOSED PLATFORM: 30 S.F. MAX 3 - 2510 HEADER ''- PAVERS �I 3 - 2X6 x POST M 2 - 1-3L011-7 MLWim' iiifCH PLATE _ 4 FLUSH HEADER 2-TW2852 �JY 1ST. FLOOR PLAN ( SCALE: 1/4" = 1'-0' I - 2x6 POST Y T- ��o To: Town of Soutliold JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-5506 Re: First & Second Foundation Inspections Steven Mancini 1060 Willow "terrace I-nc Orient, NY Permit# 31554 To Whom It May Concern: This letter certifies that first & second foundation inspections were prefornred on the above mentioned property and was all done correctly and meet all state and local building codes. Any questions please feel free to call. :rI-T'T TlT`hTVT) X/fTi T7T!A TTT- 'AVT Ti"�� Applicant/ Date. �- ArahiteoU Q�te Engineer: Dislric(: 1,000 Scc(io11: c - 13 1310ck: Loi: Project�/� ubdivision Location:�'b �' 1�J �/(%- w �1 ame: Sin&lc 8-, separate Required Cell1O.Cation: e No)_ R a U t Rca. / 1_onint Disvicl: _ (t.ot size: 0 v r ACt" 7` fl/ ((A( COYC(sgC ,I:::� (,.ri)(xi1Cd / (FrowPard 3�Proricd: )' (SidcYard 1'ro�oscd: / J (RcarYard _�_ Proi)oscd.,,/ Project Description:U61- 4 �— REQUIRED FOR RE' YTE N.A. NO YDS Suffolk County Health -Dept. N6w York State. D. E: C. Town Tmtees'� of Town Zoning Board approval. Town Via'mun:g Board opproval..IVII, Flood Plaae Blevadon M Flood Zona: Lex i e. umf�ei' KING STREET Ooti \ ,ln \\\\\ \ TIS• \\ \ \!'. =USE \�O 7. 0 L � -'TEST HOLE DATA (7rsr MOLE Ouc er.WROR1{4.gOTSG0= ON 6[PIFAd1t 0. 2OO1) / a n.r P. 1�4 ,MX AInMn iTr tar a PALE IEL 2.24 A NDIAN f1E A COIrS[ SPD AWI1 ,os oAV.EL !r U � / I1J• Fad M PAIi MAR17, KFM1E ro a6MWE SNo YIm ,oM ttWA¢ so SURVEY 0F P/0 LOT 3 & P/0 [A't' 4 YAP OF WILLOIU TERRACE SICTIOH ONC iRE NM. 5M7 URN g0VLA19M Za, 1665 SITUATED AT ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-26-02-22 SCALE 4"■301 OCTOYER 6. 2003 06 APRIL 22. 2006 RFVEi'D FIOUBE APRIL 12, 2005 RELOCATED PROPOSED WELL k SEPTIC SYSTEM AREA = Tb,i75.31 sp. H. NOW=(IVNUDISM0.3n ac. 1. ELEY ROWAt TO MTLVA. 190 9ATMM DOS19D iEE Ii SHOWN TIRRis•JOY Ow"m COMIddS AK SHOWN "DS: — — — —10— — — — 2. MWMNRA SEPfIt TAMC CA/EICPRt FM A 1 TO • BOOM NO= O 1.000 GALLAMIL 1 TAW, r LOIK. ♦•-3`-r DEEP 3. MINIMUM LEACHM SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 700 N H SDENALL AREA 2 Pads; r Ow. r did. PROPOSED DWOOOM POOL ® PROPOSED LEACHM POOL ® PROPOSED SEPTIC TAW 4. THE LOCATION OF WELLS ANO CESSPOOLS SHOWN HEREON ARE FROM TELD OBSERVATIONS AND/OR DATA OBTAIM D FROM GRIM. 5. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP Na. 34tO7C000B C ZONE X': AREAS OF MO -YEAR FLOW, AREAS OF 100 -YEW ftD00 WITH MAIO" DEPTH OF LESS THAN i FOOT OR WON DRAT ACE MEAS HESS THAN I SQUARE MILE, 410 AREAS PROTECTED BY LEVEES FMM 100 -YEAR FLOW. ZONE X: MEAS DETEPIMINED TO BE OUTSIDE 500-YW FLOOOPlAD1. 6. BUILDING COVERAGE - 2,687 sq. ft. ON 15.90% OF TOTAL LOT AREA. 7. PROPOSED DRYWEL S FOR ROOF RUN-OFF: (^ 1' PROPOSED DRYWELL WITH ROOF LEADER p'':' . / (B' 0K X 6' DEEP) r • . 8. AREA TOT ORMER H WATER LRE EXCEEDS 20, p1f. AS PER DEED. . y(� & r I rP% A MOW !O'RAlPRO'VAL OFCON8TRUCI'IONFOR A e'7NC•LE FA11II1.Y RS4IDENC2; ONLY DATE � a ©•�FJ4 RBF. N0./y� "U `%vv3 f� APPROVED FORMAXQw![JMOF�BEDROOMS WD TRBS TI.IRBBYBARS FROM DATE OF APPROVAL a� A f , 1iW�iMi �a wi srARt Mir$P - M�a�M t` C�) Ic Y KIN G STIR-� SURVEY OF P/0 ' LOT 3 & P/0 LOT 4 MAP OF WILLOW TERRACE S �i SECTION ONE FILE No. 5407 FILED NOVEMBER 26, 1969 SITUATED AT ORIENT TOWN OF SOUTHOLD CERTIFIED TO: STENOA REALTY, L.L.C. LAWYERS TITLE INSURANCE CONGRESSIONAL ABSTRACT, Co., Inc. SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-26-02-22 SCALE 1"=30' OCTOBER 6, 2003 OCTOBER 12. 2005 ADDED PROPOSED HOUSE JANUARY 11, 2006 FOUNDATION LOCATION AREA = 16,875.31 sq. ft. (To BULKHEAD) 0.387 ac. NOTESELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: -LQ -9 EXISTING CONTOURS ARE SHOWN THUS: - - -- -10- - - - EXISTING CONTOURS k SPOT ELEVATIONS ARE AS PRIOR TO START OF CONSTRUCTION. 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 3610300068 G ZONE X': AREAS OF 500 -YEAR FLOOD: AREAS OF 100-YFAR FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE: AND AREAS PROTECTED BY LEVEES FROM 100 -YEAR FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN. tYYI11101® KW3NlaM OI1 AOWIWM ro 1F6 lIIRVEY 6 A MOIAIIGM OF 9"Clgl RE OF IME NEW YORX STA1E awunw W. COPL9 pF TR SWNO' WW MW EAIIEIG M wD sIII1,F1oR's ..® EK a ]HILL MOI E OpMIOaIFD M K A E A wL0MG 1" aw. cansrwllGla FaFA,ra MOEOM YRI ONLr ro TIE FeIWOII FOR THE MaY 1NE 91JRYtY g naArta..Io a MB swu ro 11E TRE OOII,WY YOAMCRK AOpLY NO DW6MC MSIII(1110M DSIED MOm,L MO ro M gWTAm a TE IFIWIW YFII- TTgX. CQRNGl1G1W ME MOI IRWWWNII TINE ORSEFMCE OF MGM OF WAYS AMG/OR G9OEM3 OF REC019/. K AMY NDT SIIDM'N AK NGT GUARAM2EG. , T. QLD Y rtiEYl¢ IE1111 TIE YMEIIY A STREET a�0/1d95' 0 / .& h CERTIFIED TO: STENDA REALTY, L.L.C. LAWYERS TITLE INSURANCE CONGRESSIONAL ABSTRACT, Co., Inc. SURVEY OF P/0 LOT 3 & P/0 LOT 4 MAP OF WILLOW TERRACE SECTION ONE FILE No. 5407 FRED NOVEMBER 28, 1969 SITUATED AT ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-26-02-22 SCALE 1"=30' OCTOBER 6, 2003 OCTOBER 12, 2005 ADDED PROPOSED HOUSE MARCH 28, 2008 ADDED ROOF OVER PORCH 6: STEPS AUGUST 2, 2006 FINAL SURVEY AREA = 16,875.31 sq. f1. (To BULKHEAD) 0.387 ac. NOTES: 1. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO068 G ZONE X': AREAS OF 500 -YEAR FLOOD; AREAS OF 100 -YEAR FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRNNAGE AREAS LESS THAN 1 SQUARE MILE; AND MEAS PROTECTED BY LEVEES FROM 100 -YEAR FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN. KrFm Qo11 m mpARrmwof NEM.m Tm—m Eg APPROVAL or ccN'ST,-J"Tl E^ Vjl)T "FOR A SiNGUE Date Tho C00 (AURA 18 b3' .._.. ( ti ~1 Orce GS ldi S::G s,::. ' F� :3�luaE31T;ad 16141 72M OF 111E WW W WAX fOYGl11g1 M. CCFFi 6 ns 9AMY 11M W GEAIIIc M IAD iA11011' E� 1dL CII DDCDm sill s«M MOf sE oo m m EE A vNn sWE ooFr. ow To IbID FDulm Ismw sk9L Rux a M ��p1 RIR �IEY M SIEIVFY Dp s/ S*WOW 4 1. MD CM NOW ANICM DICY I00 BO1111 �I Ll RRiG Ao A M At♦D® CI TK LOpi CfIE- 7II16R. CDIADDDNE Nc Il9f llEsfFMDF. IRE 0115IEMQ 9F NOR OF WAYS A1C/A LAfOOIIE 0166II016>. F AMT, NOT lI6DN AA[ NDT DI1k11AIl1Em. A. Ingegno Surveyor TRM Svgs - SubdNime - SA, Plan - Corobuelbn IsyaA PHONE (631)/27-2090 Fax (631)727-1727 OFFICES LOWED AT MMlJG AOORESS 322 1 OOME AVENUE P.O. Box 1931 RIYENEAD. New Yak 11901 Wmheod, Nn Yak 11901-0965 M FLm FRONT ELEVATION n SCALE: 1/4" = 1'-0" I Lel I��li �Llr�l; RIGHT ELEVATION SCALE: 1/4" = 1'-0" 0,N) PLUMBING ALL PLUMBIPJS'P2ASTE & WATEF ,'Nlo NLFD TESTING dEF'7RE CO lLRIi,G PLUMBER CERTIFICATION OAS' LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. VNDERWRITFq' CFRTIFICAIE Hc11 IIhL-� ICATlot,t OF NIAILINGT&FCONNECTIONS REQUIRED. ALL CONSTRUCTION SHALL INET THE REQUIREMENTS OF THE CODES OF NEW YC' i4 STATE. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOLD TO'NN' ZBA SOUTHOL' TOWN PLANNING BOARD ---�� SOUThOLD TPA'NTRUSTEES _.. — N.Y.S. DEC DO TH MINGOT UNTIL SURVCEED EY OF FOUNDATION LOCATION HAS BEEN APPROVED. RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45-10C OF THE TOWN CODE. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY APPROVED AS NOTE DATE: / � .>—B.P. A 3/ /7��1 BY: -,Thr BUILDING DEP RTMENT 76'-)802 8AM TO 4PM FOR LO';VING INSPECTIONS: I. FOUNDATION -TWO REQUIRE FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBIN 3, INSULATION 4. RNAL •CONSTRUCTI ON MUST BE COMPLETE FOR C. ALL CONSTRUCTION SHALL MEE REQUYORK STATE.T RESPON&BT NOES FT EC DES PI DESIGN OR CONSTRUCTION ERR T REVISIONS: BID SEf 7/26 REVISED SET 8/12 m IN ,, ,l Nmm Lu (or) O O Q Lu F U = Z0 ce a Lu z 0 LL (J W O J o J a H N Ln Z w 0 z = w z cV J G 3 E W R tlrm WN: MH / MS SCALE: 1/X -7W ]OB #: September 01, 2005 SHEET NUMBER: A-1 BMW111161I I;1,! �II,II I�,I I„1111!Illllll'llllll REAR ELEVATION SCALE: 1/4" = 1'-0" LEFT ELEVATION SCALE: 1/4" = 1'-0" SEf 3HEET NUMBER: A-2 N 4 O v u � � C 3HEET NUMBER: A-2 ------------ __________________-_____-____� +--, 1 I I --+--° 1 I a 1 --ter-- 1 ----------------- - T— — I - - - - - - - - - - - - - - - - - - �, ------------ - I — — — 3-2X12— A—CQ GIRDER - i i j 1 o �.- , 1 F I 2 1 I I I I ' I I 1 1 I I I I 1 I I 1 1 I 1 1 1 1 1 I I I 1 4 v1: ------------------------- -- -----`i __________________-_____-____� +--, 1 I 1 --+--° 1 1 1 1 --ter-- 1 ----------------- - T— — — — — — - - - - - - - - - - - - - - - - - - �, ------------ - I — — — 3-2X12— A—CQ GIRDER - i •� =\. � �' o �.- , � I I I ' 1 ' I I I 1 I I 1 1 1 1 1 1 1 1 1 I I I 1 I I I I I I I 1 I I I 1 I 1 2XI➢ LEDGER CONNECTED 1 I I I I !I 1 r O TO HOUSE W/ 2 - 1/2" DIA. Q I I L ^' Q 1 1 I 1 I GALV. BOLTS W/WASHERS ___ _______________ ________ ____ ____ 1 _ _--------- I I I 1 lvc I 20' 8" ---------------------------- ----------------- •0 W i W 1 0 ]. .p. 1,' 1 1 1 v, i 4 1 ---------------_________--I 'N __ _____________________________ I . 1 DRAWN: MH/MS SCALE: L/4"=1'-0" 1 1 I JOB #: September 01, 2005 -. -. BOLTS W/ WASHERS^- _ — °- r'n �_____________________________ __________________-_____-____� 1 1 I 1 I 1 1 1 1 1 1 I I I I 1 1 1 1 I I � I I I ' 1 ' I I I 1 I I 1 1 1 1 1 1 1 1 1 I I I 1 I I I I I I I 1 I I I 1 I 1 1 I I I 1 1 I 1 I 1 1 Z 1 Q I I L ^' Q 1 1 I 1 I I 1 I I I 1 lvc I 20' 8" ---------------------------- ----------------- CONC. FTG. FOR COLUMN . . REVISIONS: 1 •� 1 REVISED SEF 8/12 I I I m ``Too 3 - 2X1 ACQ GIRDER x u � 1 li I I I_ Lu 1 I p U I „ 1 I I 1 a Z Q I L ^' Q I 1 0 I 1 lvc J -------------- •0 W W m O ZZ 1 1 1 1 Z .E G v, i ,� O 'N __ _____________________________ g_____c_-_______. TO HOUSE W/ 2 - 1,;" DIA.GALV. DRAWN: MH/MS SCALE: L/4"=1'-0" JOB #: September 01, 2005 -. -. BOLTS W/ WASHERS^- °- r'n ID 1 1 1 1 1 Iv4 1 ---------------- ---- 1 ACQ GIRDER I 1 ' 10'-3" 6-6 3/2" -2_2X8 4'-0" 6'-6° 4'-2 1/2" P i 2X10 LEDGER CONNECTFD _ ____ o TO HOUSE W/2-1/2"DIA. GALV. BOLTS W/ WASHERS i I D I I e v o I _ 311-3[4%11-]/13ML GIRDER_____ i --- ________-______________ ' ill POST 1 ABOVE 1 =i N 1 p d a 1 2o' -2l/2" , La u c c 3 ; POST ABOVE 1 1 1 G _ 1 I •,' I y 1 3 <�2XB LEDGER CONNECTED TO HOUSE W/ 2 - 1/ " DIA. _ GALV. BOLTS W/W HERS 0 I R I a I I a 2= 22X8 ACO GIRDER o � . °�T-BX2-0X3'-0 BELOW GRADE o CONC.FTG. FOR COLUMN io i FOUNDATION PLAN SCALE: 1/4" = 11-0' REVISIONS: BID SEI" 7/26 REVISED SEF 8/12 I I I m ``Too x u � I_ Lu Z) p U Q u a Z Q I L ^' Q m 0 O lvc J -------------- W W m O ZZ 2X8 LEDGER CONNECTED Z .E G v, i ,� O 'N __ _____________________________ g_____c_-_______. TO HOUSE W/ 2 - 1,;" DIA.GALV. DRAWN: MH/MS SCALE: L/4"=1'-0" JOB #: September 01, 2005 -. -. BOLTS W/ WASHERS^- °- r'n ID •__________� L__________________ ________________ 1 Iv4 __ -------o-- ---------------- ---- ----------- ACQ GIRDER I ' ; -2_2X8 -, a a ` rJ _ ____ <�2XB LEDGER CONNECTED TO HOUSE W/ 2 - 1/ " DIA. _ GALV. BOLTS W/W HERS 0 I R I a I I a 2= 22X8 ACO GIRDER o � . °�T-BX2-0X3'-0 BELOW GRADE o CONC.FTG. FOR COLUMN io i FOUNDATION PLAN SCALE: 1/4" = 11-0' REVISIONS: BID SEI" 7/26 REVISED SEF 8/12 ``Too x u � c Lu Z) O U Q u a Z Q I L ^' Q LuLL Z 0 O J J W W O ZZ = U Y Z .E G O ,cV J_ G DRAWN: MH/MS SCALE: L/4"=1'-0" JOB #: September 01, 2005 SHEET NUMBER: A-3 70'.8.. A 22'-0" 17'-1 1/2" 15'-6 I/2" 16'4' g..4.. 8'-9 I/2" 7-61/2" 8'41 8.-0.. TW24DHP41052-TW24 2 -11-]/8 ML HEADER PO4 _ O O ABOVE 42%12 HEADER ^ c ry —2X12 LEDGERCONNECTEO /+ f 20804 OUTLINE OF TO HOUSE / 2 - 1/2' DIA. a v 2 - 11-7/8 ML W/ 1/2'FLITCH PLATE DECK ABOVE —GALV. BOLTS W/ WASHERS @32"OC (TYP.) f2 CPOSE' POS ML E' 2 -11-7/B ML HEADER ABOVE ABOVE ry ry DEN Q - -.: 2 17-1 12" 1s•_1, = 4 — KITCHEN DINING ROOM 45JMN. F,R. DOOR / (}N/' S.C. HINGES 4 STEEL ]AMB a 1/2'p ROUND n n _ - - - - -� OPENING 17-1' 4sp" -- - Zl1" 10'-0" V-9 3/4" 3'-8 1/2" 6-6 3/4" X-7" V p 1/2' FWG12080-4 - 3 - 2X6 2 - t -3/4X11_7/8 ML FLUSH HE 3- I-3 - ? 0 3 -1-3/4X31-]/8 ML HEADER POST - __ _ _ - — — - — x HEADER - 2'-6° DN 0 3-2X6' PITCH 1/SIPka("5/R _ SLAB rv� x POST POST' a F^ WALLS& G Y _ _ _ LAUtyD V CHUTE 3 -1-3/4%11-0/9 g 2 - 13/4X11-]/8 ML' £ VE J 2 - �ABOVE ML HEADER r FLUSH HEADER in F GARAGE ----- - - - - ------ - - - - -- LAUNDRY N I I I 3 m5 3 as i� ❑ P in £ �O I POST F (� `� n 3 - 2X6 OF 2 S ABOVE _ POSTS ON B TH SIDES OF OPE ING - I � O LIVING ROOM m N 3 I I I I Ip POWDER ROOM - m 3-11-7/8 HEADER 3-11-7/8 HEADERI UP 17R n ry @7-13/16"+/- 3-2X6 m x 2 TW24310 POST n 3 - 2X6 F ENTRY HALL , Pasr _ _ - CONC. APRON- _ _ - _ _ _ 2 -1-3/4X11-7/8 ML W/ 5/8" FLITCH PLATE _ DECK : FLUSH HEADER ' 3 -1-3/4X14 ML W/ 2 -1/2" FLITCH PLATES'' /8 ML HEA R 4 n�� L q Ig(31 1gAG 1/4-3/0-1/08/0 ENTRY I I I I I i NOTE: j 1). PROVIDE 2-2XI➢HEALERS F00. EXTERIOR OPENINGS UNLESS OTHERWISE NOTED. 2). EXTERIOR WALLS TO BE 2X6 DF82 - - - - -3 - 2X1!1 HEADER STUDS @16"OC. - - - — - J 3) PLATE HEIGHT CO 1T -G". 4). DBL. JOIST UNDER PARALLEL WALLS / ' --- ABOVE. ' 5). INSTALL I - Co2 DETECTOR IN- ADDITIONTOSMOKEDETECTDRS. 2'-0" K-0" r 2`0" 8'-0" 7-0" 5k_0" p� _p.._ 0.4. 3.1" 3..6.. 7..p.. 3.-6.. 3..q.. 6). PROVIDE DESIGN -PRESSURE UPGRADES FOR DOUBLE HUNG WINDOWS. / 32'0" 18'-0" 20'-8" .- WALK W/ J PAVERS — �� 1ST. FLOOR PLAN ' SCALE; 1/4" = 1'-0' ' DRIVEWAY - (SEE SURVEY) APROX 47' TO EDGE OF EASEMENT ?•@ O q f. AT WILLOW TERRACE Cf: A A S , y s S Mal Lu U) O Lu u.J J J 7 0) In O Z fo Z MH /MS SHEET NUMBER: A-4 NOTE 1). PROVIDE 2 - 2X1 FOR EXTERIOR 1 OTHERWISE NO 2). EXTERIOR WALL STUDS @16"OC. 3). PLATE HEIGHT (. 4). INSTALL i - C.2 DETECTOR IN ADDITION TO SMOKE DETECTORS. 5). REVIEW PLANS FOR TEMPERED WINDOW 6). PROVIDE DESIGN -PRESSURE UPGRADES FOR DOUBLE HUNG WINDOWS 2ND. FLOOR PLAN q ZU` SCALE: 1/4" = 1'-0' uj V) O 2 w U Z w W F- O J J H on W 3 W y Z K Z � W O O J SHEET NUMBER: A-5 DOUBLE HUNG UNITS TO HAVE DESIGN -PRESSURE UPGRADES FOR CODE COMPLIANCE ALTERNATIVE FOR OPENING PROTECTION TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE— AND TWO— STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR WALL OPENING PROTECTION OF120 MPH 3 -SECOND WIND GUSTS ( MAXIMUM MEAN ROOF HEIGHT: 35') SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 0 < 4'0 WIDE SPAN 23/32" APA SPAN—RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16" O.C. ALTERNATIVE FASTNER FOR SHUTTERTO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) MACHINE BOLT IN 12" O.C. 11" rl II II II II II II I II II II . SHUTTER ASSEMBLY N.T.S. la-• FOR PANEL SPANS: II 4" OR WIDER SPAN 23/32" APA SPAN -RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") 2x4 STRONG -BACKS @ 24" OC ASSEMBLY: 1). PREASSEMBLE PLYWOOD TO 2x4'5: # 10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 12" O.C. 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16" O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) MACHINE BOLT @ 12" O.C. II II 11 II III MULTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS @ 2' OC II I, I, I II II II I I I I II I I 0 I I PARALLAM 0 RIDGE 2 10 / )X10 DFA? RR @I6"OC / I v9M iv 0 / 2x10 RR / @l06"0COC 5 25X5.25 PARALLAM COLUMN TO RIDGE I I I I I II I' I I I I I I ISTEEL POST I TO RIDGE I I I I 12 I 10� I I 2 I I Jp" 1 10 I I a+Sgt I ti'y1 — — — — — 12 I 10�I II I I /➢X10 Of#J IRR 12 @16"OC 101 / v V z STEEL TO —CRICKET /)x110 6 11 RR / (�w16"OC I I / JX1 J lAt6"OC L(RIPPED)— — — — � I � I £ CURVED a ROOF I o- I ',^I— _ _ _ ._ _ _ _ _ _ ROOF PLAN SCALE: 1/4" = P-0' I I T 5.25X5.25 PARALIAM COLUMN TO RIDGE 12 3 A S ti £ 12\1 12 3 5 25X5.25 PARALLAM COLUMN TO RIDGE 12 10� I I T _ _ T _ _ _ REVISIONS: FASTNER SPACING (INCHES) FASTNER PANEL SPAN 2 FEET < PANEL 4 FEET < PANEL 6 FEET < PANEL TYPE <2 FEET SPAN <4 FEET SPAN < 6 FEET SPAN < B FEET 2-112"# fi 16 16 12 a WOOD SCREWS 16 16 16 12 WOOD SCREWS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE— AND TWO— STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR WALL OPENING PROTECTION OF120 MPH 3 -SECOND WIND GUSTS ( MAXIMUM MEAN ROOF HEIGHT: 35') SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 0 < 4'0 WIDE SPAN 23/32" APA SPAN—RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16" O.C. ALTERNATIVE FASTNER FOR SHUTTERTO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) MACHINE BOLT IN 12" O.C. 11" rl II II II II II II I II II II . SHUTTER ASSEMBLY N.T.S. la-• FOR PANEL SPANS: II 4" OR WIDER SPAN 23/32" APA SPAN -RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") 2x4 STRONG -BACKS @ 24" OC ASSEMBLY: 1). PREASSEMBLE PLYWOOD TO 2x4'5: # 10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 12" O.C. 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16" O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) MACHINE BOLT @ 12" O.C. II II 11 II III MULTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS @ 2' OC II I, I, I II II II I I I I II I I 0 I I PARALLAM 0 RIDGE 2 10 / )X10 DFA? RR @I6"OC / I v9M iv 0 / 2x10 RR / @l06"0COC 5 25X5.25 PARALLAM COLUMN TO RIDGE I I I I I II I' I I I I I I ISTEEL POST I TO RIDGE I I I I 12 I 10� I I 2 I I Jp" 1 10 I I a+Sgt I ti'y1 — — — — — 12 I 10�I II I I /➢X10 Of#J IRR 12 @16"OC 101 / v V z STEEL TO —CRICKET /)x110 6 11 RR / (�w16"OC I I / JX1 J lAt6"OC L(RIPPED)— — — — � I � I £ CURVED a ROOF I o- I ',^I— _ _ _ ._ _ _ _ _ _ ROOF PLAN SCALE: 1/4" = P-0' I I T 5.25X5.25 PARALIAM COLUMN TO RIDGE 12 3 A S ti £ 12\1 12 3 5 25X5.25 PARALLAM COLUMN TO RIDGE 12 10� I I T _ _ T _ _ _ REVISIONS: BID SET 7/26 REVISED SET 8/12 x � F W Ln O Z Lu r 9- 9 - LL Lu Lu S a LL o J J H U) Z = U Z KZ w D4 Tj 1 00 3 DRAWN: MH/MS SCALE: 1/4"=1'-0" ]OB #: September 01, 2005 SHEET NUMBER: A-6 4" PVC PIPE DRYWELLS TO BE 10' MIN. AWAY FROM HOUSE SOIL -III—III—III 1=III=III=III=III=III I I I1 I I-IIII-1111=1 I I-1 I DRYWELL IIII IIII;o` III- yb 6 III= FIII11 I I I= ,,`sar`Ks°r ^i `i-III=111 -IIII I III -III -III -III -III- =11=III-III-I -III= —ill-IIII-1111 III_. III=III—III=III=III=11,1=III=III=III-III—III—III—II —B�MIN O—III—III- - I-III—_iKf.r.1w 4�_r�`aa, II=III=III- 111—_ I_ —III—III—II •`t''w `rti•.`III—III—V III=III=III=�;rp_ih�¢> ri>L?n=III=III=11 —111=1T=III;,:;; i � o 'ar','tx ;l I III— F1 l`�1'`—III —III "' `-III=III—III—II =I I I-111=III=III-111=III-III=111=III=III=111-III= Formula far number of Flow -Wells per Drainage Area: Number of Flo -Wells to use per Drainage Area = [Water Runoff Volume into Flo Well] X Coefficient of Ground Under Flo -Well] [Volume of Fla -Well (2.521(t3)] + Volume of Backfill Material] Water RUnoff Volume = - - (Sq. Ft. Area X CoefBclent of Runoff) 12 Volume of Backn1l Material = 3.14/4 X (Diameter of Bac011 Materla12 - Diameter of Flow-Well2) X Depth of Flow -Well X (1 -Coefficient of Runofffor Baclkfill Material) DRAINAGE DRYWELL DETAIL N.T.S. PROVIDE ICE & WATER UNDERLAYMENT FOR ROOF AREAS W/ 4:12 OR LESS PITCH 2x13 VR@i 2 t4_ 2X1_ IP DIA F.G. COLUMN W/ CAP + BASE 2X10 AC @16"OC 4 13 - 2X12 ACQ IRDER 12" DIA. CMC, PIER 4 - 1-3/4X18 ML W/ 3 - 5/8" STEEL FLITCH PLATES RIDGE -OR- �W16X45 STEEL BEAM ROOF: ASPHALT ROOFING 15# FELT UNDERLAYMENT 1/2" FIR COX SHEATHING �n}"/ PROVIDE GUTTERS 'yf/% AND LEADERS TO UNDERGROUND _ - DRYWELLS (TVP.) CEILING HEIGHT _ AS PER OWNER PROVIDE MIN. 1" AIRSPACE BETWEEN ROOF SHEATHING AND INSULATION STEEL COLUMN W/ 21 -0'X2' -011X10" CONC. FTG. WOOD -1 SECTION A -A SCALE: 1/4" = 1r-0" NTa. 'l J I W/2- FLITCH I SILL: 2-2X6 ACQI TERMITE SHI SILL GASKET PC FOUNI #5 REBAR 2 - #5 CONT. REBAR EXTERIOR WALLS: CEDAR SHINGLE SIDING 15# FELT UNDERLAYMENT 1/2" SHEATHING 2X6 DF#2 STUDS @16"OC INSTALL 3/4" APA RATED STUD -I-FLOOR SUBFLOORING W/ PL PREMIUM ADHESIVE OR APPROVED EQUAL. PLYWOOD TO BE FASTENED TO JOISTS W/ 49X2-1/2" SCREWS OR 8d RING SHANK OR SCREW SHANK NAILS @ 6" O.0 ON PANEL EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. 16" FG COLUMN W/ CAP +BASE INSULATION CEILING: R30 WALLS: R19 FLOOR: Rao REVISIONS: BID SET 2/25 REVISED SET 8/12 -1 y w � y U c W zz 'W L I D J O 2 Ce W u U U7) LU w (7 L Z I— m a O z J U U N z 0 = U 00 T! J L DRAWN: MH/MS SCALE: 1/4"=1'A" JOB #: September Dl, 2005 SHEET NUMBER: A-7 JOIST DETAILS Blocking panel AI Web .iffenere B" diameter maximum hole A ORed 6ech r 9 for II -1/B" deep aide At EIW blocking penele. 6° clameter maximum for locking rehab deep ar shorter than 12" long. Loo not cut eel True Joint rim board Web etPrenere required If II of hanger do not laterally ort At Beget 3/9^ Or T or TJI Joint top Top Plate lieu - Ibd (3-1/2'7 eenge box at 16" on -tamer• anger Dor panel hall- ad (2.1-7) Trus Jolet rim board common At 6" oocenter• p" IL 1-V4" HI True alar eteral euppert rim board• e-11Sm os Hell - IOd (3") header box at 6" 1m la9,124ry414•Ibox ante, Remove tongue and g1 Is Top flange From floor panel edges on ora .Ida at supported by I" AI to TArim a re quebiy nelllri let rum ndonal corrsWctlon code minimum for q1 Must have 1-314'o minimum ��\,,Lyse with A3 any SAO Trus Jmfil Fmrdaea A3 A3.1 3.41v3.q ockaf1uldeforA3l-A231nstallatim Jolstbeadng at ends � specl(catlons. scurrent True Joist L3 S. 6'-0, length of Web .iffenere B" diameter maximum hole A ORed 6ech r 9 for II -1/B" deep aide At EIW blocking penele. 6° clameter maximum for locking rehab deep ar shorter than 12" long. Loo not cut eel True Joint rim board Web etPrenere required If II of hanger do not laterally ort At Beget 3/9^ Or T or TJI Joint top Top BEARING FOR DOOR OR eenge J� anger CONNECTION Trus Jolet rim board Face m p" hanger HI tin BEAM and COLUMN DETAILS 4'-O" length of 3/4" remForcement on ora tide at E2, both aides at E3 fll�l 2x_ a All att I6" be. nen - Ibd (3-112") on -tamer btu at 12" on -center /Floor panel All - etl //'2102'7 common At 6" R / e -caMxr Jide. True Joist Alm board Toe all - IOd (311) box At 6" on -tamer - 9d e2-112'7 lmtall proper blocking common at 4" to support all panel on -center• edge. g, Sae line ANId Framer's Pocket Guide Por adtlltlanal InI, tell. hed ADOur,cefir r. TJI Joist B" diameter maximum hole e" dlemete- maximum hole reinforcement and for II -1/8" - 16" deep For II -1/8" - eo deep filler block. Use blocking penele. 6" ed.oklng decide, 6" 4'-0" length with dleman.] maximum for diameter maximum i for 9-1/2" end II -1/B" blocking penele 9-1/12' deep ocking penele 9-112" deep TJI joists. or . orter then IT long. Face Brain" mal le,olng both horizontal sidae, etaggar HeLa. E1 E3 Filler block Attach with tan 106 (3') Be.. walls, clinched. Use ten ed (3-1/2') box delle free III .Ida with 3-1/2" TJI Jost flange wldthe. Use flFtean nolle with Backer block TJI olet a Inetdl tight to to J d the F 5 p greater than 16 99". flan a (tight to bottom flange with ecce mount engare). Attach with ten IOd (3') box nolle, clinched when peaeble l. Acker block both aide. opened with eing oo TJI H] Jolet BEARING AT CONCRETE WALL L4 mtecfunbeafadwoadfmmdimcf /Ih concrete CONNECTION OF MULTIPLE PIECES OF BEARING AT COLUMN TOP-LOADEDII BEAMS (j) 1-3i4e Width Places: Minimum or 3 rows lod (3" x 0.I2e-) Falls at 12" o.c. Verify Perella- PSL or Minimum of 4 rows lad (3" x 0.129") nolle At ELEVATED GDIWMN Tmber6trand LSL 12" o.c. for 14" end deeper beams BEAM ON COLUMN COLUMN BASE BASE column If Loire 12d (3-1/4") or larger Halle the CAP capadty And bee. number of Felling row. may b;�reducedbeamTr length. by anao.c. /�IIy II IIy�J�/hrink bee arrest 3.11in Wldlh Pieces:grout TrueJolet lteretura, At 24m'm of 2 rows ra boltet M' eteggered III LIN m atessle..renls.mma mom hw,oml diftlanal nailing or bolting may be required with L5 L6 Ida-Imded multiple-memberbeams. Refer fo curmnl PI P7 P3 roducf llfenfurc. FASTENING of FLOOR PANELS X.115111 BEARING FOR DOOR OR BEAM TO BEAM BEARING AT WALL WINDOW HEADER CONNECTION Trus Jolet rim board Strep par code IF p" or blocking For lop plate To not tin eteral euppert contlnuoue over e-11Sm l'I header "AmFwcamem to 1m la9,124ry414•Ibox �� Top flange Jolet web with 3 on ora .Ida at anger IN! or, Va (14119mmmm 415" Foca mount Penile- PSL or 4u hanger L Tlmbw,t columnore O scurrent True Joist L3 S. 5" O m [darrauder_81- e for framing E4 may.\ connec.'factors BEARING AT CONCRETE WALL L4 mtecfunbeafadwoadfmmdimcf /Ih concrete CONNECTION OF MULTIPLE PIECES OF BEARING AT COLUMN TOP-LOADEDII BEAMS (j) 1-3i4e Width Places: Minimum or 3 rows lod (3" x 0.I2e-) Falls at 12" o.c. Verify Perella- PSL or Minimum of 4 rows lad (3" x 0.129") nolle At ELEVATED GDIWMN Tmber6trand LSL 12" o.c. for 14" end deeper beams BEAM ON COLUMN COLUMN BASE BASE column If Loire 12d (3-1/4") or larger Halle the CAP capadty And bee. number of Felling row. may b;�reducedbeamTr length. by anao.c. /�IIy II IIy�J�/hrink bee arrest 3.11in Wldlh Pieces:grout TrueJolet lteretura, At 24m'm of 2 rows ra boltet M' eteggered III LIN m atessle..renls.mma mom hw,oml diftlanal nailing or bolting may be required with L5 L6 Ida-Imded multiple-memberbeams. Refer fo curmnl PI P7 P3 roducf llfenfurc. FASTENING of FLOOR PANELS X.115111 0 Be in lotto: 9P Co not cut flanges. Fluzh piste wits inside Mlcralbm LVL face of walll or beam True Jdist 3 -In" p" A 111 m bFeel tin Morita"Immm^n aech e-11Sm l'I ul "AmFwcamem to 1m la9,124ry414•Ibox �� p. Jolet web with 3 on ora .Ida at 1n, -TA" IN! or, Va (14119mmmm 415" row. III (3") .• 1" 4" 4u 4u 166pdn"Icomman common 'aIle at 6" to. Tia 5" O m on -canter, ellnch me, E4 may.\ Ups 2 row. with a-1/2" and II-T/B" Tae Net for use with 34/2" TJI TJI Joliet.. mm Jolat flange wldthe BEARING AT CONCRETE WALL L4 mtecfunbeafadwoadfmmdimcf /Ih concrete CONNECTION OF MULTIPLE PIECES OF BEARING AT COLUMN TOP-LOADEDII BEAMS (j) 1-3i4e Width Places: Minimum or 3 rows lod (3" x 0.I2e-) Falls at 12" o.c. Verify Perella- PSL or Minimum of 4 rows lad (3" x 0.129") nolle At ELEVATED GDIWMN Tmber6trand LSL 12" o.c. for 14" end deeper beams BEAM ON COLUMN COLUMN BASE BASE column If Loire 12d (3-1/4") or larger Halle the CAP capadty And bee. number of Felling row. may b;�reducedbeamTr length. by anao.c. /�IIy II IIy�J�/hrink bee arrest 3.11in Wldlh Pieces:grout TrueJolet lteretura, At 24m'm of 2 rows ra boltet M' eteggered III LIN m atessle..renls.mma mom hw,oml diftlanal nailing or bolting may be required with L5 L6 Ida-Imded multiple-memberbeams. Refer fo curmnl PI P7 P3 roducf llfenfurc. FASTENING of FLOOR PANELS X.115111 0 Be in lotto: 9P TJI m....0ond 66n Fluzh piste wits inside Mlcralbm LVL face of walll or beam H3 3 -In" BEARING AT CONCRETE WALL L4 mtecfunbeafadwoadfmmdimcf /Ih concrete CONNECTION OF MULTIPLE PIECES OF BEARING AT COLUMN TOP-LOADEDII BEAMS (j) 1-3i4e Width Places: Minimum or 3 rows lod (3" x 0.I2e-) Falls at 12" o.c. Verify Perella- PSL or Minimum of 4 rows lad (3" x 0.129") nolle At ELEVATED GDIWMN Tmber6trand LSL 12" o.c. for 14" end deeper beams BEAM ON COLUMN COLUMN BASE BASE column If Loire 12d (3-1/4") or larger Halle the CAP capadty And bee. number of Felling row. may b;�reducedbeamTr length. by anao.c. /�IIy II IIy�J�/hrink bee arrest 3.11in Wldlh Pieces:grout TrueJolet lteretura, At 24m'm of 2 rows ra boltet M' eteggered III LIN m atessle..renls.mma mom hw,oml diftlanal nailing or bolting may be required with L5 L6 Ida-Imded multiple-memberbeams. Refer fo curmnl PI P7 P3 roducf llfenfurc. FASTENING of FLOOR PANELS X.115111 Medco SID TJI m....0ond 66n itco er Olubmuamcifil Raw Rus mem rim no 4 "Now, gad LAIL 1" lila" 1-11x"oradar Mlcralbm LVL paslhm FSL Id p41Y'Ib^x 3 -In" p" A 111 BaWor tin Morita"Immm^n }In' e-11Sm l'I ul 1141! 1m la9,124ry414•Ibox �� p. e. yr on ora .Ida at 1n, -TA" IN! or, Va (14119mmmm 415" 3° .• 1" 4" 4u 4u 166pdn"Icomman FIII"r elNnw' to. Tia 5" (p Gnarndl MI^ a nmunlu WM1m.vlmamnnlpmnNlvne(1 N'hlu lMremw.. a Recommended Hellin, h or en -center In need and 6"emce mor along 11,14 ng edge. Melling mgwremanb on enarroa a mawmga apereede mend len.. Maung rote mull be Brow al IFI l/3" and eaggered. 14 gee -LAP re may be abnllNad For so !}IR'n mile IF holaum pemlmu., IF I" Into the TJI JaNt or rim board to rtry ecnleveo F�M.Ocomerspacln per Blow Mr JaLumth Idm:. 4, .1 elle�le ie' -c Far Jalel wldlh. greaa than l-3/4'1024"ech eenur FILLER and BACKER BLOCK SIZES TJI Flmpe wltllh. 1411" 34ryfi' ", to Jolet with one ad x.5ryfi• (2-1/2'7 coemon'All et ]le'Izp h.0 0-11x• Im O, o.pui BaWor tin 0.11a'm lava WARNING(. e-11Sm l'I ul 1141! 11"ar is"or using two n.]n" on ora .Ida at 1n, -TA" 1r 1n, -Tia• hi 1N^ 12" length of 1e• xN^ FIII"r elNnw' to. Tia 5" xxV• I/]' Two Two Tae IO.u11 H31 mm ET, both .Ides .heahln9 ye ant .12 conserver Flllen ]x6 'I ]a.- 1111131. 5x6 . I/x Md. In (aaal Ell d' -O" G' -o" .hoots" .nesiona .FeahNg moral", Not Iedi.lble long Ian, 4-& Icn,.'-0" long 4'ro" longe' o" Ing Ild app wbl .;1 Nv de (a a or HR 14 T/C° 1" Net trg91G49B4S1���� xx6 Me xald or H 1 onomm 'll newnq IWrxnlMwnMe¢pr n[Fmvni M 4w.."Iremm Ncnllln em in' abPol mW, mmINW vmmo4Yip Moe ywFNW.e�Nbpf13'mMmom pr6vknapnNxme N'mlrvmu Arhlpre6eN+1 INSTALLATION TIPS su6ne« ash oil, Will Implore naw poro(mancet ow he, Hol de mewled. When Jal.ta ere doubleb at no^ -load bears, idam"nl eIpace Jonl. Aran, the wld, or Iho won pmbugw hl A,dlh.wl Jobt el wrid, drop (Fee dal P-4 aMfted Jar Additional PwnbmgJmep w., block. ono bock" rehab cony uewso oade ldetalb bl and Ba), 111 out the web M e TJI Jold !with Web .g1, ... rO b no, a abeg Wb For "'I blacks or id-kl^, pII I.. Load bearing ar shear well above (must stack over well below) \- �iP1\ Blocking 2x4 minimum BI BIW GgI/16'; Web etlGsnere� required aech tide at BIW end 02W 62 62W True Jolat Attach remForcement Him board to Jolet with one ad 4Le"tlmb.etl (2-1/2'7 coemon'All et ]le'Izp h.0 each corner Im O, Feb. 12" length of 3psIN.P. MaTrcti� lava WARNING(. Joint. Nell to top 3/4 atrapping Installed With connections I/3 Joist openamene mimicrcemam using two to decking on ora .Ida at ule. E5, both .Ida. W O 12" length of at Be Leos than E5 E6 5" EXTERIOR DECK ATTACHMENT Structural eutarlor ehaqethlnnn ReamingII II rested 2x Al Ease faetene True Jolet table below. Maintain rim board 2" dieter.. (minlmum) From edge of ledger to Fastener. Fnlma r'llowaelLLead; FartoretlnniMnca Na Attach remForcement 4Le"tlmb.etl Prgimx ]le'Izp h.0 LL -U1 -L Im O, Feb. 1]61]50 3psIN.P. LA cFr,eI1,11 .n raea :In.ee Hier .; :I� ypllutbmels regwh Silent Floor Joist framing doge not require brrdemg or mid -span blocking aonolwid maodf 0 e.yonnm m. nm r //�� °1 II E3 / \ TJI IN 11.1 INTERMEDIATE BEARING NO LOAD BEARING WALL ABOVE Web stlfrenere requlred aech Ida Blced Tlaa panels at 03W may bo puaod with .hoer wells above or Jit below -ase detail BI Nall True Joist rim Web fi4Ffener biz board to blocking Attach remForcement wIth connsc4one to J.T.L Wlth one ad equNeent to 2-1/2") common Hell at deckln ochadule aech corner IF 2-5/16° min king panel between MaTrcti� lava WARNING(. Joint. Nell to top atrapping Installed With connections I/3 Joist openamene /III JobY using two to decking 211 eereewe par Jimat ule. *.�quf,wlani W O 12" length of 3/4' remforcemal on one aide At mm ET, both .Ides At Ea ET EB Lees than yl option •1 App/yaubgoor adhmlve fa all TJI JOIAt blocking with and Web fi4Ffener biz e Installed At 1/3 Jolat 11-2"j span Iocatlom using -5116' /B" x 2-5/16" him two ad a-1/77 2-5/1611 min bex Nelle or 2-1/2"screw.,typicalIIR"]ton•2 2-1/1613/4" IF 2-5/16° min 3-1/2" 12.4 MaTrcti� lava WARNING(. atrapping Installed I/3 Joist openamene /III JobY using two 211 eereewe par Jimat irctlyApplied telling /When s F3 pacified on the layout, one ermpre of 1 yre those bracing options shown (Low sBl be W O nshlled 5 53 Oenalrrg Use B1 or B2 at 04 will' bleokI immediate boarings erre m Jala. whsle load bearing or shear wall from above ar .uppon un✓ealod wood ane beet .ocomora ln,h Bearing plot. ra ' be Man wonIFIF, mmde Deem or wall e lee ALLOWABLE HOLES Load From above I-I/q" 2x4 min mum equeeh Macke use 2,,4 minlmum equeen CS block. to tremfer load Around TJI Joist Nell through :D,_ wood backer and lock -mg JIJolet web with 2 rows IOd anal (3') common radiant 6" n -center, clinched, Use led (3-I/2") Halle with -BR" TJI Joist flange width.. Wood p backer A \iotrol x \\tg r\\oade FI o er &' 5 on\y WEB STIFFENER ATTACHMENT 2-3/4" maximum Throe ad R-1/2'7 b ox none clinched Three 166 (3-I/2") box Hells at 3-1/2"TJIJoIet Flange widths Web .trffmar each alias Be. mixes below. Tlgbt fit W Web fi4Ffener biz W Web btlfrener 81z 1-1/2" 1/2" x 2-5116" an -5116' /B" x 2-5/16" him 2-5/1611 min 2.1/2" 1" minlmu 2-1/1613/4" IF 2-5/16° min 3-1/2" 12.4 salo,I pgrxl aore:y Iletin / EI x144 mININ,) m 6' am nbr and extended m abl.ced ed. penes at earin Job: won L. ad Iil Nana rIoN. lava WARNING(. Rlm band Joint /III JobY HI hrvcWP .h -thing Deck IN. Joie A Weyerheeuesr Buelneae This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. ALLOWABLE HOLES - TJI Joists xb6MOrrio la'0 itlaleB It I, e,rde F Intent ,,I m] NOT and nrnafan.how. xx bo a aal wnI-Il Tableon.-m[n mums A - End Support - '-'°"^wnlrl.w, we NOT mum tlLdenne linin eAnc nl Anf-ee leNA. h.. • • cut noHl In cenrllever o - mtermealale or Gannlever Support mm I��B9L&9R9L4S@7������119i29149RS1����11�� .B9@SIP�ID@SIR9�����EP-9®�'➢IGE9��C��� titti�t�R9®i¢SI@9�����tIQ9R9R9t�r.Sll$.N�t�i�t�l� ®�R4R9@9i�[g9��t�lilt\I�@•9��L4AE47R&9���t� 10@9R77MIR1!SR91R•9��Ilit�t�1�9� M. trg91G49B4S1���� me�MRSMMh89�����ia9 onomm 0�R9B�9�EE9®tF49��t�t�11�®tt!R9E491iE9r49��� �IR911L9@9111�R9L�____R91R9R9E89IY•;Q1____ Gita_ MEN �I�IrE91®� 1�9Mill 1® @9i49�Q91G49��� ®�R911t!9@911Bf9R'IDIF49@•S���IR9 a�iait�ii®m®i��a•iit�iit>aait�®ii®ii5aii•ii•� ���il9��E49L&9�����R9�RL•9R.g5Af�R49��1�1� 0�®II®®IFL\I�IIt����llt�l�ll�9@S®1�113r9�1�� o - mtermealale or Gannlever Support m.. namrMLee mm. w ler saien Udea may be loaebd whitely e'Il w whin 1. mew. Loam Iia" or web Inlorum) al tap end batt- or wale, Knockou Fwts ere located m web 6 rppmxhm ad, Ix" orvc —tge hey do nod ad F.I. aalm¢l111, re' romteJ Ynlrormly loaded Jobb ime4ng rhe r,qurr,m,,t, IF inn m IN, brx product g^Idm, a realmom erze rand hole mer th y be Idiedod at the centor e Jemt ape^ provided no othe India, In the Jobne obUnco rte Idea. on the minor. tol.rd loads aN a, In Atwood Yue 11" drool eurdea =or other load w Lltrom or Fora dd,rI, atran eon! n yaw Trve 11.1 mpuuve aaan MI LLOWABLEIHOLES - Beams and Headers to memater or the Iugen Fob lminlmuM 03 depth O son- role I. depm I I c uldhIsunaa^baanded, m e.."on.reeam, le .pen All nem ac Leiner ROUND HOLE CHART eeAn oa,rx nxxlnun mono ace en Far irmmrmly Io,ded b..m. only.4-1A r Rectarguler M1alee ue not allowed. 9-I/]" 1.34" rovt^mac No Halo. m ee^Lwm.ml.,rmrulnr.nxnl.mn. - No holes In header.I I, w beeme 'n plats[ arlenNYm TJI JOIST ATTACHMENT at BEARING TJI Jolstto B..ring Plate squeah Bloclam TJIJo1at(Load True Jola rim band haelna trulabov.) IT re IOd (3°)bcx F�y1mIIIIIIIn�-f nml Indo n") d" n. ad r3-Inh box Hell aech Ade. [Tlve .elle level l -I n'g' r m -34r mr^INm beannq end. n end Iwo0rL }In mom rnedet. wpport sheornn.M: cano owe" iequmdown. H^ ...... lient,peeM1^duly Bim to TJI J.IA True Sold dm Grad a \: 3h" xdFi rn rim l.mau IN l6"1 he+ 3.1/r'wlae rJt rXn nen line mph noose Nrarr.l gall Nm my rax ea.r -1/16"-x-0/16",uIL D"l.ex ^ollq me n[n J[I51 III elm Jdsram lea .is .I Tn l"In rimae 0-11d.) coo Hell an. each II^rge a i" no. TII rIm J^let rnm meal BEAM ATTACHMENT at BEARING IN. bl t rim bene f 1 011110A131.1:7 ne lad f3") bex n ml aech ICs of III`©JII'// a bar at bening, " minim.,- From end ansa nalh .ue..mminppbn("Pic am.l ar Fr.m.rt mucke .ogle to minlmlzauM krminlmum mdanalnbrm.dhbhntlnp .pIIWr[j of pLLYnpIM1s WARNING Joists en unstable until brace laterally Bracing Indedaa. L . Blxkly- Plmy OO NOT allow workers 1. to walk an Hameaeun„ -IF road III BO NOT stack landing materials Joists on unsbealhedJolers. Stack only unlll braded, oven beams ar walls. INJURYMAYRESULT. WARNING NOTES: Lack of concern for proper bracing during construction can result In serious accidents. Under normal conditions lithe following guidelines sm.loo erved, accidents will be avoided. L All eleeWy. Nye., rim em m em pe. a Na antl wpporu cr m. ry rm mux 6a mrplalaly -'lolled antl paparlyeelae 1 Lna41 amoach, like a baeae and win or am xrntr^g Beek md be soodir hd I . . al no, see TMe ear dm b. �em an a by •emporay or peen-.-dmFl Lhexnl^N rw4e^ee m dr. I— 4 reg or'I etiM M .r one ea req bretlsudaae lMminimdr muelbe promdleIIleane-allyad. oseae,alitned, or boxo MIs. WIdthis III b, mJ It ammyr or rollow h low prexble rma lnot cna "arlm lase. - Ix... F Indy or e a Iyer ae unnellee .FeCFmg x1 or incl ...rely h, I.., b n, LI Ile wrwe eeernw.l lame, ore be plaaee en ant ayxm .�equln a oto a sap the we ,rid Mum e. Th. ry inn ry e.Ignl uJMrn, Lr,nse of /) mora mem .. BID MOM �jU��, qfl =w 4%;71Via .. mer Via W Z Q 2 UZ _ Z Z at•�.f 0O O ,c1�a J G September 01, 2005 SHEEP NUMBER: A-8 mm I��B9L&9R9L4S@7������119i29149RS1����11�� .B9@SIP�ID@SIR9�����EP-9®�'➢IGE9��C��� ®�R4R9@9i�[g9��t�lilt\I�@•9��L4AE47R&9���t� 10@9R77MIR1!SR91R•9��Ilit�t�1�9� M. trg91G49B4S1���� me�MRSMMh89�����ia9 onomm 0�R9B�9�EE9®tF49��t�t�11�®tt!R9E491iE9r49��� Gita_ MEN 1�9Mill m.. namrMLee mm. w ler saien Udea may be loaebd whitely e'Il w whin 1. mew. Loam Iia" or web Inlorum) al tap end batt- or wale, Knockou Fwts ere located m web 6 rppmxhm ad, Ix" orvc —tge hey do nod ad F.I. aalm¢l111, re' romteJ Ynlrormly loaded Jobb ime4ng rhe r,qurr,m,,t, IF inn m IN, brx product g^Idm, a realmom erze rand hole mer th y be Idiedod at the centor e Jemt ape^ provided no othe India, In the Jobne obUnco rte Idea. on the minor. tol.rd loads aN a, In Atwood Yue 11" drool eurdea =or other load w Lltrom or Fora dd,rI, atran eon! n yaw Trve 11.1 mpuuve aaan MI LLOWABLEIHOLES - Beams and Headers to memater or the Iugen Fob lminlmuM 03 depth O son- role I. depm I I c uldhIsunaa^baanded, m e.."on.reeam, le .pen All nem ac Leiner ROUND HOLE CHART eeAn oa,rx nxxlnun mono ace en Far irmmrmly Io,ded b..m. only.4-1A r Rectarguler M1alee ue not allowed. 9-I/]" 1.34" rovt^mac No Halo. m ee^Lwm.ml.,rmrulnr.nxnl.mn. - No holes In header.I I, w beeme 'n plats[ arlenNYm TJI JOIST ATTACHMENT at BEARING TJI Jolstto B..ring Plate squeah Bloclam TJIJo1at(Load True Jola rim band haelna trulabov.) IT re IOd (3°)bcx F�y1mIIIIIIIn�-f nml Indo n") d" n. ad r3-Inh box Hell aech Ade. [Tlve .elle level l -I n'g' r m -34r mr^INm beannq end. n end Iwo0rL }In mom rnedet. wpport sheornn.M: cano owe" iequmdown. H^ ...... lient,peeM1^duly Bim to TJI J.IA True Sold dm Grad a \: 3h" xdFi rn rim l.mau IN l6"1 he+ 3.1/r'wlae rJt rXn nen line mph noose Nrarr.l gall Nm my rax ea.r -1/16"-x-0/16",uIL D"l.ex ^ollq me n[n J[I51 III elm Jdsram lea .is .I Tn l"In rimae 0-11d.) coo Hell an. each II^rge a i" no. TII rIm J^let rnm meal BEAM ATTACHMENT at BEARING IN. bl t rim bene f 1 011110A131.1:7 ne lad f3") bex n ml aech ICs of III`©JII'// a bar at bening, " minim.,- From end ansa nalh .ue..mminppbn("Pic am.l ar Fr.m.rt mucke .ogle to minlmlzauM krminlmum mdanalnbrm.dhbhntlnp .pIIWr[j of pLLYnpIM1s WARNING Joists en unstable until brace laterally Bracing Indedaa. L . Blxkly- Plmy OO NOT allow workers 1. to walk an Hameaeun„ -IF road III BO NOT stack landing materials Joists on unsbealhedJolers. Stack only unlll braded, oven beams ar walls. INJURYMAYRESULT. WARNING NOTES: Lack of concern for proper bracing during construction can result In serious accidents. Under normal conditions lithe following guidelines sm.loo erved, accidents will be avoided. L All eleeWy. Nye., rim em m em pe. a Na antl wpporu cr m. ry rm mux 6a mrplalaly -'lolled antl paparlyeelae 1 Lna41 amoach, like a baeae and win or am xrntr^g Beek md be soodir hd I . . al no, see TMe ear dm b. �em an a by •emporay or peen-.-dmFl Lhexnl^N rw4e^ee m dr. I— 4 reg or'I etiM M .r one ea req bretlsudaae lMminimdr muelbe promdleIIleane-allyad. oseae,alitned, or boxo MIs. WIdthis III b, mJ It ammyr or rollow h low prexble rma lnot cna "arlm lase. - Ix... F Indy or e a Iyer ae unnellee .FeCFmg x1 or incl ...rely h, I.., b n, LI Ile wrwe eeernw.l lame, ore be plaaee en ant ayxm .�equln a oto a sap the we ,rid Mum e. Th. ry inn ry e.Ignl uJMrn, Lr,nse of /) mora mem .. BID MOM �jU��, qfl =w 4%;71Via .. mer Via W Z Q 2 UZ _ Z Z at•�.f 0O O ,c1�a J G September 01, 2005 SHEEP NUMBER: A-8 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT A GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. )WALL FLOOR USP NUMBER DESCRIPTION APPLICATION LSTA12 I 1-114"x12" 20ga. STRAP I APPLY TO EACH JACK STUD HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADSS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS 20ga. STRAP AND JACK STUDS / CONNECT TO 1 SIDE OF ALL CORNERS ON 2 STORIES PROVIDE HEMMED EDGE AT HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 2ND. ADSS ANCHOR PLATES OF IST. FLOOR. CONNECT THROUGH B" - 14" 1 STA30 1-1/4"x30" THE FLOORS TO EACH OTHER W/ THREADED ROD. WALL METALSTRAP RIM BOARD SILL PLATE(S) FOUNDATION - - STAFFING TO BE ATTACHED TO WALL STUDS @48"OC AND AI I VVINnnw/DDDR OPENING -JACK STUDS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION LSTA12 I 1-114"x12" 20ga. STRAP I APPLY TO EACH JACK STUD ALL OPENINGS1 INSTALL 4'0" O.0 INSTALL 4'0" O.C. 4" - B" LSTA24 1-114"x24" 20ga. STRAP AND JACK STUDS / ON ALL OPENINGS 2 STORIES PROVIDE HEMMED EDGE AT ON ALL OPENINGS INSTALL 4'0" D.C. 8"-16" MSTA48 1-1/4"x48"16ga. STRAP INSTALL 4'0" O.C. B" - 14" 1 STA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS KEEP ROOFING NAILS OUT I OF FLASHING ON ALL OPENINGS PCOMPACT i ROOFING LAPS BASE KEYWAY FOOTING FLASHING 4 INCHES INSTALL 4'O" O.C. 14" -16" LSTA36 1-14'X36"18 ga. STRAP AND JACK STUDS I SHINGLES AT BASE MIN.4 INCHES REINFORCING BAR O ON ALL OPENINGS 2ND. 1ST. FLOOR WALL STAFFING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/OOOR OPENING JACK STUDS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION LSTA12 I 1-114"x12" 20ga. STRAP I APPLY TO EACH JACK STUD ALL OPENINGS1 INSTALL 4'0" O.0 4"-B" LSTA36 1-1/4"06"18ga. STRAP AND JACK STUDS 6MIL POLY ON EXTERIOR ROOFING TO AVOID SOAKING / ON ALL OPENINGS 2 STORIES PROVIDE HEMMED EDGE AT ' INSTALL 4'0" D.C. 8"-16" MSTA48 1-1/4"x48"16ga. STRAP AND JACK STUDS SLAB -ON -GRADE ACTION ON ALL OPENINGS KING STUDS CRIPPLE STUD HEADER JACK STUDS -LOCATION USP NUMBER DESCRIPTION PIPPLICATI0 ALL OPENINGS LSTA12 I 1-114"x12" 20ga. STRAP I APPLY TO EACH JACK STUD ALL OPENINGS1 R 1 OR RTI TYDOWN ANCHOR APPLY TOP EACH CRIPPLE STUD TOP -SIDE OF SIDE WALL FLASHING METAL FLASHING AT ALL EAVES, SIDEWALLS, AND RAKES -- PROVIDE HEMMED EDGES 50 AS TO FORM DRAINAGE CHANNELS AND PREVENT CAPILLARY ACTION WALL SHEATHING CONIC. SLAB SIDEVNALL FLASHING TYP. CONC. FOUNDATION FINISIH WALL AND MOISTURE 6 MIL. POLY BARRIER TO LAP FLASHING DAMPPROOF EXTERIOR AT WALL --MAINTAIN GAP GRANULAR FILL BETWIEEN WALL FINISH AND 6MIL POLY ON EXTERIOR ROOFING TO AVOID SOAKING / STEEL COLUMN 2 STORIES PROVIDE HEMMED EDGE AT ' FLASHING TO FORM CHANNEI 4" SLA5 AND SO AS TO MAINTAIN AIR 1-2 STORIES GAP TO PREVENT CAPILLARY SLAB -ON -GRADE ACTION i KEEP ROOFING NAILS OUT OF FLASHING Q PCOMPACT i ROOFING LAPS BASE KEYWAY FOOTING FLASHING 4 INCHES n /!� °- n B BASE FLASHING WRAPS CORNERS, ,II'I EXTENDS UNDER SHINGLES AT SIDES 41NCHES AND LAPS I SHINGLES AT BASE MIN.4 INCHES SIDE WALL FLASHING METAL FLASHING AT ALL EAVES, SIDEWALLS, AND RAKES -- PROVIDE HEMMED EDGES 50 AS TO FORM DRAINAGE CHANNELS AND PREVENT CAPILLARY ACTION TYPICAL CONIC FOUNDATION APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. CONC. SLAB 6X610/10 WWM COMPACT FILL G RADEa2;&REINFOR�CINGBAR 12IN DRAIN TILME �I 12" TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. P.T. PLATE 6X6 W.W.M. ► I- P l 4—A, : —I e e C �'d G+'A n' • . C REINFORCING BAR THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) 44 REINFORCING BARS. RAFTER RIDGE LOCATION USP NUMBER DESCRIPTION CONIC. SLAB ROOF LSTA24 TYP. CONC. FOUNDATION APPLY OVER RIDGE TO EACH RAFTER 6 MIL. POLY CONNECT TO EACH RAFTER DAMPPROOF EXTERIOR RT20 GRANULAR FILL CONNECT TO EACH RAFTER 6MIL POLY ON EXTERIOR • v ' STEEL COLUMN 2 STORIES A n FORBLOCKOUT 4" SLA5 WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES CONC. SLAB SLAB -ON -GRADE n AA SLOPE 4"DRIVEWAY—gm� ' FILL Q PCOMPACT i KEYWAY FOOTING o n /!� °- n B CONC. FTG. ,II'I a I p REINFORCING BAR O DRAIN TILE IP11 U— TYPICAL CONIC FOUNDATION APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. CONC. SLAB 6X610/10 WWM COMPACT FILL G RADEa2;&REINFOR�CINGBAR 12IN DRAIN TILME �I 12" TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. P.T. PLATE 6X6 W.W.M. ► I- P l 4—A, : —I e e C �'d G+'A n' • . C REINFORCING BAR THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) 44 REINFORCING BARS. RAFTER RIDGE LOCATION USP NUMBER DESCRIPTION APPLICATION ROOF LSTA24 1-114"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER RAFTER kwaNIFAW WALL STUD LOCATION USP NUMBER DESCRIPTION APPLICATION 4" - 6" RAFTERRT10 RT15 10-314" x 18ga. TYDOWN ANCHOR CONNECT TO EACH RAFTER B"-12"RAFTER RT20 21-1/8"x20ga TYDOWN ANCHOR CONNECT TO EACH RAFTER RAFTER TOP PLATE WALL STUD LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTERIPLATE RT15 TYDOWN ANCHOR CONNECTEACH 72" OC CRAWL SPACE OR FOUNDATION 118ga, SLOPE HANGER RAFTER TO PLATE PLATEANALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SILL GASKET 0 o \ � 1, �i p ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS (USP LBPS58 OR BP583) ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT APPLICATION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" OC CRAWL SPACE OR FOUNDATION 118ga, SLOPE HANGER APPLY TO EACH RAFTER I LEDGER SILL PLATE TO FOUNDATION 2 STORIES 36" OC CRAWL SPACE OR FOUNDATION FORBLOCKOUT 4" SLA5 WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB -ON -GRADE m IF REQUIRED -- MAXIMUM )F BEAM DER BEAM AT POINT !TE OR CONC. BLOCK ,.,,,— vi.,,", w--- ACE FOR WOOD BEAM EsEAM POCKET LEDG RAFTER RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION 2x6 -2x8 LB26 18ga. SLOPE HANGER APPLY TO EACH RAFTER I LEDGER 2X10 1 LS210 118ga, SLOPE HANGER APPLY TO EACH RAFTER I LEDGER THROUGH -ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR VENTILATION CHANNEL AS REQUIRED RAFTERS MAINTAIN VENTILATION BLOCKING — 2x4 LEDGER 2x4 SOFFIT JOIST ATTIC SHALL BE PROVIDED WITH A FASCIA MINIMUM NET FREE VENTILATING AREA - - GUTTER NOT LESS THAN VIED OF THE AREA OF THE SPACE VENTILATED. ALL OPENINGS SHALL BE COVERED WITH CORROSION- l CON TINCSOFFITSCRE SCREENED VENT RESISTANT METAL MESH WITH MESH OPENINGS OF Y. INCH IN DIMENSION. SOFFITED EAVE ROOF VENTILATION / SOFFITED EAVE DETAIL PRE -MANUFACTURED RIDGE VENT FOLDS OVER RIDGE TO CONFORM TO SLOPE OFROOF NEOPRENE GASKET ROOFJACK ROOFING LAPS FLASHING AT SIDES AND TOP FLASHING LAPS ROOFING AT BOTTOM RIDGE CAP OF SAME MATERIAL AS ROOFING NAILED TO SHE/ATHING THROUGH VENT" KEEP SHEATHING MIN. 1-112" FROM PEAK TO ALLOW FREE AIR PASSAGE ROOF JACKS A VENTS DETAIL GARAGE DOOR BLOCKOUT WALL STUD BOTTOM PLATE BATHTUB DOUBLE JOIST BATH I SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING 024"OC WOOD JOIST BLOCKING WOOD GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS WOOD JOIST GIRDER/HEADER WOOD JOIST ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APRON. i/2" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. 8 REDUCE BUMP OUTS 1 'SUBFLOOR WOOD JOISTS 2x6 /2x0 CONTINUOUS WOOD PLATE BOLTED TO STEEL BEAM WITH 1/2 " DIA. BOLTS o 48" 0... STAG, STEEL BEAM 4" x 1/4" x 8" STEEL TOP AND BOTTOM PLATE WITH 1/2" x 6" ANCHOR BOLT 1/2" GROUT 3" STEEL COLUMN ( 10 KIPS ) TYPICAL BEAM DETAIL STEEL / BOTTOM BEARING SUBFLOOR JOIST STEEL BEAM NOTCH JOIST AND ADJUST HEIGHT (WITH A NAILING PLATE IF NEEDED) TO BE APROX. 1/2" OR HIGHER THAN STEEL BEAM TO ALLOW FOR SHRINKAGE (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) '—-SUBFLOOR JOIST C� STEEL BEAM PLATE (BOLTED TO BEAM) REVISIONS: BID SET 7/26 REVISED SET B/12 ANHUIs n U m u y O U y ZE Y u 'c Lu U) 0 U O Z LL 6 UJ Z) z Z O J Q) O O zg = U > _ z E Z ai �w O c� J_ DRAWN: MH ME SCALE: 1/4"=1'-0" OB #: September Oi, 2005 SHEET NUMBER: A-9 DOORFRAME GARAGE DOOR USE 2X8 FORBLOCKOUT 4" SLA5 v = W/ 6X6 WMM m SLOPE 4"DRIVEWAY—gm� ,II'I a I 1l A A O °. •o IP11 U— fp GARAGE DOOR BLOCKOUT WALL STUD BOTTOM PLATE BATHTUB DOUBLE JOIST BATH I SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING 024"OC WOOD JOIST BLOCKING WOOD GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS WOOD JOIST GIRDER/HEADER WOOD JOIST ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APRON. i/2" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. 8 REDUCE BUMP OUTS 1 'SUBFLOOR WOOD JOISTS 2x6 /2x0 CONTINUOUS WOOD PLATE BOLTED TO STEEL BEAM WITH 1/2 " DIA. BOLTS o 48" 0... STAG, STEEL BEAM 4" x 1/4" x 8" STEEL TOP AND BOTTOM PLATE WITH 1/2" x 6" ANCHOR BOLT 1/2" GROUT 3" STEEL COLUMN ( 10 KIPS ) TYPICAL BEAM DETAIL STEEL / BOTTOM BEARING SUBFLOOR JOIST STEEL BEAM NOTCH JOIST AND ADJUST HEIGHT (WITH A NAILING PLATE IF NEEDED) TO BE APROX. 1/2" OR HIGHER THAN STEEL BEAM TO ALLOW FOR SHRINKAGE (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) '—-SUBFLOOR JOIST C� STEEL BEAM PLATE (BOLTED TO BEAM) REVISIONS: BID SET 7/26 REVISED SET B/12 ANHUIs n U m u y O U y ZE Y u 'c Lu U) 0 U O Z LL 6 UJ Z) z Z O J Q) O O zg = U > _ z E Z ai �w O c� J_ DRAWN: MH ME SCALE: 1/4"=1'-0" OB #: September Oi, 2005 SHEET NUMBER: A-9 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS RT3 OR RT7 BID SET REVISED SET USE THE FOLLOWING: OR APPROVED USP METAL CONNECTORS FOR PROPER WINE) RESISTANT CONSTRUCTION, FOLLOW MANUFACTURE'S RECOMMENE)EE) INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD cAPAGITr 2). Girders for deck joists to be bolted or anchored to each post or with washers 4" MAX. KING STUDS 4" DIA. MAXIMUM RAFTER CRIPPLE STUD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA`/ GROUND WIND SEISMIC FROST WINTER ICESHIELD '''f LEDGER SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD Ml) !A RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS ��\�I�i •.,, • 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO z TO HEAW MODERATE 11 NONE f RAFTER JACK STUDS Po m RAFTER -TO -LEDGER CONNECTION RIDGE -TO -RAFTER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING (/2"DIA. BOLTS@l6"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION I LOCATION IUSP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted, all framing material to be 11 ACQ pressure treated lumber. STAIR RAILING: LOCATION USP NUMBER DESCRIPTION APPLICAT ON 2x6 -2X8 526 8ga. SLOPE HANGER APPLY TO EACH RATER /LEDGER ALL OPENINGS STA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD All fasteners, hangers and anchors to be galvinlzed or stainless steel. ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER R]DGE TO EACH RAFTER 2X10 L5210 18 a SLOPE HANGER APPLY TO EACH RAFTER / LEDGER -� ® 5rD WALL FRAMING: BEARING PLATE GIRDE JOINT DESCRIPTION NAIL NAIL NOTES E. QTY. SPACING •4 TOP PLATE TO p _ 16d COMMON PER FACE NAIL tv \ TOP PLATE FOOT ° WOOD JOIST VDOUBUI TOP PLATES AT q _ifid COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL LEDGER STUD TO 2-16d COMMON 24' FACE t CONCRETE PIE ', ." STUD O.C. NAIL ° GIR WOOD JOIE HEADER TO 16"O.C. FACE WOOD JOIST WOOD JOIST HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 -ifid COMMON PER 2x4 STUD END ' PLATE TO STUD 3 - ifid COMMON PER 2x6 STUD NAIL FLUSH JOISTS WITH HEADER/GIRDER BOTTOM PLATE TO: PERCEILING JOIST TO BLDG. CONNECTION INIMUM) FLOOR JOIST, BAND JOIST, 2-ifid COMMON FOOT FACE NAIL ALL ]GISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH END JOIST OR BLOCKING LEDGER TO BE CONNECTED TO BLDG, USING I/2"DIA. BOLTS@l6"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION � IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION Z TO ALLOW FOR SHRINKAGE. ROD REQUIRED (2) BEAMS PAU44 OR WE44 POST /BEAM ANCHOR APPLY TO EACH PIER TO g FOR STU (3) BEAMS PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH PIER 2 U > FLASHING TUCKED UNDER DECK FRAMING: g - TOP PIECE OF SIDING AND JOINT DESCRIPTION NAIL NAIL U-1 QTY. SPACING NOTES •��Q.J.�1 3 O LAPPED OVER FIRST CONTIN. JOIST TO: PER TOE PIECE O SIDING BELOW DED ROD SILL, TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL J J 1/2" DIA. LAG BOLTS W/ WASHERS CNW COUPLER NOT BRIDGING 2-Bd COMMON EACH TOE CONNECTED TO BLDG. @16" OC TO JOIST END NAIL MINIMUM POST BLOCKING EACH TOE END DISTANCE WOOD JOIST TO JOIST 2 -ed COMMON END NAIL BLOCKING TO: 3-16d COMMON EACH TOE BLOCKING A SILL OR TOP PLATE BLOCK NAIL FLOOR FRAMINGMINIMU , LEDGER STRIP 3 - 16d COMMON EACH FACE ° TOBEAM JOIST NAIL 2x ]GISTS • o-. o" a END NCE 12„x12„x12” JOIST ON LEDGER PER TOE WOOD GIRDER ,8, CONCRETE FOOTING TO BEAM 3 -Bid COMMON JOIST NAIL BLOCKING FOR JOIST HANGER BAND JOIST PER END LAG BOLTS o TO JOIST 3-ifid COMMON JOIST NAIL RIM JOIST /ED. HOLLOW COLUMN UPLIFT V BAND JOIST TO: 2 _ ifid COMMON PER TOE NAIL DECK POST FTG. CONNECTION SILL OR TOP PLATE FOOT o ° SPLICED JOISTS OVER HEADER/GIRDER INSTALL IAS PER MANUFACTURE'S MPSON STRONG TIE DRECOMENDATIONS PROVIDE BLOCKING BETWEEN ]GISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION DECK/PORCH LEDGER CONNECTION USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST /BEAM ANCHOR APPLY TO EACH FOOTING �6T 60 AqC� 6X6 PUSI PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH FOOTING (ice r}.En' IN S(jDRAWN: MH / MS SCALE: 1/4”=1'-0" -t -• ,vl( September 01, 2005 •►� so )7. SHEET NUMBER: �R 1dyaC/ v% A-10 9 ALL OPENINGS RT3 OR RT7 IYDOWN ANCHOR (APPLY TO EACH CRIPPLE STUD 2). Girders for deck joists to be bolted or anchored to each post or with washers 1-1/2" SPACE pier and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" die x T' long anchor bolt with washers and nuts. MINIMUM ti g 3) Posts supporting girders shall be anchored to a minimum 24"x24"x12" thick N a, 0. z concrete footing. Use a minimum 1/2" dle x 7" long anchor bolt with washers and nuts. Footings Shall g HANDRAILS RAFTER be 3 ft below grade. y C o RAFTER 4 Deck joists to have blocking at 8'0 o.c.. i e U n lk 5j. Flashing shall be Installed between the building and ledger. Lapping up the sheathing and overthe ledger. Ledger to be fastened to building with 1/2" die. bolts e POST with washers and nuts at 16" ox. y TOP PLATE TOP PLATE 6). Concrete piers shall be a minimum 6" above grade. BALUSTERS 7). All joists to be supported with hangers and anchors Each Joist shall also be anchored WALL STUD RIM/DECK JOISEz� to glyder(s) OPEN BALUSTER ATTACHED TO WALL WALL STUD 8). Covered Roofs shell be assembled and anchored the same manner as a typical building. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION hanACE) and anchors with Z -MAX Cripple protective coating or equal for RAFTER TO PLATE/STUD CON NNECTIO any contat with ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBE R DESCRIPTION APPLICATION OF THE STAIRS, HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH SHALL NOT BE LESS THAN 1-1/4' NOR MORE THAN 2" IN 4" - 6" RAFTER RT10 10-3/4" x 18ga.III ANCHOR CONNECT TO RAFTER/PLATE RT15 TVOOWN ANCHOR RAFTER TO PLATE POST -TO -DECK CONNECTION NAILING SCHEDULE LU CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL EACH RAFTER PLATE/INALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN, (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS PROVIDE AN EQUIVALENT GRIPPING SURFACE 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD OOF HE II N EACH RAFTER JOINT DESCRIPTION NAIL NAIL NOTES O QTY. SPACING STRUCTURAL PANEL 8d AS PER TABLE 3.8 T Z 4" MAX, WFCM -SBC W 4" DIA. MAXIMUM GIRDER/HEADER z GIRDERIHEADER ROOF FRAMING: L 0 JOINT DESCRIPTION NAIL NAIL NOTES `-' JOIST POST/COLUMN o ° DTV. SPACING LLLLJ � ° ° RAFTER TO W WALL: 3-13d COMMON EACH M POSTlCOLUMN TOP PLATE 10' WALL: 4-Bd COMMON RAFTER TOE -NAIL Z zU CEILING JOIST W WALL: 3-8d COMMON EACH TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE -NAIL O GIRDER/HEADER CEILING JOIST TO AS PER TABLE 3.7 EACH FACE J PARALLEL RAFTER WFCM-SBC LAP NAIL J POST-TO-GIRDER/HEADER CONNECTION CEILING JOIST LAPS OVER PARTITION AS PER TABLE 3.7 EACH FACE F,,4 WFCM-SBC LAP NAL LOCATION USP NUMBER DESCRIPTION APPLICATION COLLAR TIE AS PER TABLE 3,4 EACH FACE DECK/PORCH RAILING: SPLICED JOISTS OVER HEADER/GIRDEIR 4x45OLIDCOLUMNPB544/PBSE44/KC44POSTCAPANCHORAPPLYTOEACHCOLUMN TO RAFTER WFCM-SBC END NAIL 6X6 SOLID COLUMN PBSfi6/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION BLOCKING TO RAFTER 2 -ed COMMON EACH END TOE NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH ]DIST HOLLOW COLUMN SIMPSON STRRL/2 H.C. ANCHOR APPLV TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS RIM BOARD 2. 1fid COMMON EACH END TO RAFTER END NAIL ® 5rD WALL FRAMING: BEARING PLATE GIRDE JOINT DESCRIPTION NAIL NAIL NOTES E. QTY. SPACING •4 TOP PLATE TO p _ 16d COMMON PER FACE NAIL tv \ TOP PLATE FOOT ° WOOD JOIST VDOUBUI TOP PLATES AT q _ifid COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL LEDGER STUD TO 2-16d COMMON 24' FACE t CONCRETE PIE ', ." STUD O.C. NAIL ° GIR WOOD JOIE HEADER TO 16"O.C. FACE WOOD JOIST WOOD JOIST HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 -ifid COMMON PER 2x4 STUD END ' PLATE TO STUD 3 - ifid COMMON PER 2x6 STUD NAIL FLUSH JOISTS WITH HEADER/GIRDER BOTTOM PLATE TO: PERCEILING JOIST TO BLDG. CONNECTION INIMUM) FLOOR JOIST, BAND JOIST, 2-ifid COMMON FOOT FACE NAIL ALL ]GISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH END JOIST OR BLOCKING LEDGER TO BE CONNECTED TO BLDG, USING I/2"DIA. BOLTS@l6"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION � IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION Z TO ALLOW FOR SHRINKAGE. ROD REQUIRED (2) BEAMS PAU44 OR WE44 POST /BEAM ANCHOR APPLY TO EACH PIER TO g FOR STU (3) BEAMS PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH PIER 2 U > FLASHING TUCKED UNDER DECK FRAMING: g - TOP PIECE OF SIDING AND JOINT DESCRIPTION NAIL NAIL U-1 QTY. SPACING NOTES •��Q.J.�1 3 O LAPPED OVER FIRST CONTIN. JOIST TO: PER TOE PIECE O SIDING BELOW DED ROD SILL, TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL J J 1/2" DIA. LAG BOLTS W/ WASHERS CNW COUPLER NOT BRIDGING 2-Bd COMMON EACH TOE CONNECTED TO BLDG. @16" OC TO JOIST END NAIL MINIMUM POST BLOCKING EACH TOE END DISTANCE WOOD JOIST TO JOIST 2 -ed COMMON END NAIL BLOCKING TO: 3-16d COMMON EACH TOE BLOCKING A SILL OR TOP PLATE BLOCK NAIL FLOOR FRAMINGMINIMU , LEDGER STRIP 3 - 16d COMMON EACH FACE ° TOBEAM JOIST NAIL 2x ]GISTS • o-. o" a END NCE 12„x12„x12” JOIST ON LEDGER PER TOE WOOD GIRDER ,8, CONCRETE FOOTING TO BEAM 3 -Bid COMMON JOIST NAIL BLOCKING FOR JOIST HANGER BAND JOIST PER END LAG BOLTS o TO JOIST 3-ifid COMMON JOIST NAIL RIM JOIST /ED. HOLLOW COLUMN UPLIFT V BAND JOIST TO: 2 _ ifid COMMON PER TOE NAIL DECK POST FTG. CONNECTION SILL OR TOP PLATE FOOT o ° SPLICED JOISTS OVER HEADER/GIRDER INSTALL IAS PER MANUFACTURE'S MPSON STRONG TIE DRECOMENDATIONS PROVIDE BLOCKING BETWEEN ]GISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION DECK/PORCH LEDGER CONNECTION USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST /BEAM ANCHOR APPLY TO EACH FOOTING �6T 60 AqC� 6X6 PUSI PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH FOOTING (ice r}.En' IN S(jDRAWN: MH / MS SCALE: 1/4”=1'-0" -t -• ,vl( September 01, 2005 •►� so )7. SHEET NUMBER: �R 1dyaC/ v% A-10 RESckeck Inspection Checklist New York State Energy Conservation Construction Code RPSrlterir Soilware Version 3,6 Release 2 DATE: 012505 PROJECT TITLE: HOUSE Bldg. I Dept. I Use I Ceilings: I. CeilinS I; Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: 2. Ceiling 2. Flat Ceiling or Scissor Tners, R-30.0 cavity insulation Comments: Above -Grade Walls: 1. Will 1: Wood Frame, 16" o.c., R-19.0 cavity insulation (-roamers' 2. Wall 2: Wood Fame, 16" aa, R-19.0 cavity insulation Comments: plans, specificatious, and otter calculations submitted with [Tris permit application. The proposed, systems have been designed to tweet the New York State Energy Conselvation Construction Code mquiretuents. When a Registered Design Professional has stamped and signal this page. they are attesting that to the best of his/her knowledge, belief and professional judgment, such plats or speuScations are in compliance with this Code. BuildalDesigner Date Pcmuit Numbcr REScheek Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RLSelrmrk Subwarc Version 3.6 Rdcasc 2 Dam filienome C;r Program Files'Chcc1\Rb,Sclwck'MA'1'1LINI.rok PROJECT TITLE, HOUSE COUNTY: SuBolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Duta:hcd I or 2 Family 17EATTNG TYPE: Non -Electric WINDOW/ WALL RATIO: 0.19 DATE: 05125 05 DA I'H OF PLANS: 0](2005 NOTES TO FIELD (Building Department Use Ou1vi .Ali terials identification: Materials and equipment const he installed in accordance with the maunlacnuefs installation instructions. Materials and equipment must be idetiti iat so that compliance can be detumined. Manuacnua mouuals for all installed hearing and cooling equipment and service water heating equipment mast be provided. Insulation R -t Rtues and glncing U -moors must be clearly matted on the building plans or spenli:alions. Duct Insulation: Supply ducts in uucondiunncduulcs or outs ltile a: thchu!Iill ng must hu insulaed to R -S. Return dusts in unconditioned allies ar nutsldc the building must be insulated to R-4. Supply ducts in unconditioned hpaccs must be insulated to R -g, Return ducts in unconditioned space=. (except basements) must be insulated to R- R etutn ducts in unconditioned spaces (except basenientsh must be insulated to R-2.. Insulation is not tequmed oa henmi ducts in basements. Duet Construction: All joints, seems, and connections must be securely festered with welds, gaskets, mastics (adhesices't, mcmio-ph s -embedded -fabric, ortapes. Tapes and mnslics mus( be rated UL FRIA or UL 181B. Escrgnion' Cominumrtly waldal and lucking-lypc longitadivat joints and stens on duets oparaing a less than 2 in. w.g.(300 Pm. The TIVAC syslcm most pmvido a means lbr balancing atr and water sysloms, Temperature Controls: Fach dwelling unit has at les -at are thermostat capable ofamoniaticaddy adjusting the space terrperaure set point afthe largest lone. Electric systems: Separate electric metas are required Ivr each dwelling unit. REVISIONS: BID SET 7/26 REVISED SET 8/12 nnnn- ��,1'h/ �� -4 yC C L) v (5'w c W V) O ¢Z¢ U W r U W U LwL/ w U"' � z W 0 0 O w J w J H Q) V) un O g 2 W , _ Z .E F- 7v i-- , /rj 00 •cVr J G DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB #; September Dl, 2005 SHEET NUMBER: A-11 PROJECT DESCRIPTION: R'indosys: m [ ] 1. Window I; Wood Fmc:Double Pane with Loa -P., U-factm': 0330 MATTEINI F'ar windows without labeled U -factors. describe katores. # Pana_ Flame Type 'I li Break( [ ] Yes [ ] No COMPLIANCE: Passes Cbmmeuts: Maximum UA = 713 [ ] 2. Window 2: Wand FrammDouble Pane with Lox' -E, U -Actor: 0.340 Your Home UA = 645 For windows without labeled U -factors, describe fenhnec' 9.5%Butter Than Code (UA) #Panes_ Frame Type Thermal Brauk'1 [ J Yes [ J No mss of Do Comments: I I AfCO or Ca,, lay Cont. OI' Dn(11' [ ] 3. Window 3: Wood Frame:lJouhlc Pmts with Loa -E. 1340101-.0.306 I Pciiindc, R-l'alue R -Value U-T�hr U For windows without Iabclat U-laetms, d"Noihc bamms: 4 Panvw_ Frame Typo Thermal 13maO [ ] Yea [ ] No Ceiling I: Cathedral L'eiliag (no attics 1907 30.0 0.0 65 Ceiling 2: Flat Ceiling or Scissor Tntss 120 30.0 0.0 4 Comments: Wall l: Wood France, 16"o.c. 2169 199 0.0 100 [ 1 4• Window 4: Wood Fmme:Dau01e Pane with I-ciU-Eetm'; 0.310 Window C Wood Fnune:Double Pane with Law -B 27 0.730 9 For windows without labeled U -Factors, describe fzutun:s: Window 2: Wood Fmme:Double Panewith Low -E 132 0.740 45 # Panes Frame'I"ype Thermal Break?[ ]Yes [ ] No mnents: Comments: Door 1: Solid 45 0.750 16 [ ] S. Window 5: Wood I'mme:Double Pane with Low -E, U -Actor. 0330 Door 2: Solid 21 0.300 6 � Fanvinuiows without labeled U -Actors, describe gamtes: I Door?: I 2A0 0.330 92 # Panes_ Frame Type Thenal Break? [ J Yes [ J No Woes W Wall 2. Wood Fount, I6"o.c. 3208 19.0 0.0 I08 Wminn 3: Wood Pmmbk• r.DunPane with Lea -E 5 0.300 � Comments:I I Window 4; Woad PmmcDuuhlc Pane with Low -R 30 0310 9 [ ] 6. Window 6: Wood FramwDouble Pane with Loa -E, 17-1oam: 0,940 Window 5; Woad Fm,ne: Double Pane with Low -ti 57 0,.130 19 For windows withoutyubclusl U-luetors, describe l Window 6; Wood Y mme;Uouble Pane with Low -H. 235 0.340 SO A Pants Anmc Type Thermal Break? [ Break: ]Yes [ ] No Comments: Door 4: Gloss 81 0.330 27 I Floor 1: All -Woad Joi UTruss:Over Unconditioned Space 1907 70.0 0.0 67 Doors: I I I I I COMPLIANCE STATEMENT: The proposed building repiegented in this docmman is consistent with the building I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Table 1: iWaimunr Insularion Thickmrss for Circulating Hot Water Pipes. - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I Fireplaces: - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 11 I [ ] L Door 1: Solid, U-EaetDC: 0.350 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Insulation Thickness in Inches by Pipe Sizes [ ] Finealaces must be installed with tight fitting non-combustible fireplace doors. Comments: Heated Water Non-Chmilatina Runouts Cimdafine Mains and Runouts [ J Fireplaces must be provided with a source ofcombustion air, as required by the Fireplace construction [ 1 2. Dune 2: Solid, U-fTctor 0.700 emp ah r (F) Ll� Un to 125" L 5" to 2A" Ova, 2" provisions ofthe Bai(ding Coeh, o/ A'i,v York SurR; the Re;viden[ial carie o/'iCcw York Siale or C'ommenrs: 170-190 0.5 1.0 1.5 2.0 the No, York City Building Came, as applicable. I [ ] 3. Door 3; Glass, U-14clor, 0J30 140-169 0.5 0.5 1.0 1.5 C'mnmcnts: 100-139 0.5 0.5 0.5 1.0 sells a Water Heating: [ ] 4. Dour 4: Glass, U -Factor 0.330 [ ] Water heaters with vortical pipe, rirn must have heat trap an both the inlol and outlet unless the Comments: water heater bus an integral brat trop ar is putt ofu eimulaling system. 1 Table 2: ,Plinimmmn Lisnlraion ThirAnen's for HVAC Pipes [ ] insulate circulating hot water ripcs to the Ics'cle in Table 1. Floor: Fluid Temp. hrsrlatinr'1'hicla,ess in InchaH by Pipe Sires [ ] 1, Floor 1; All -Wood J16st/TrumOver Unconditioned Space, R-30,0 cavity insulation Pininu Svstelrl '1 mess Range re F 2" Runouts I" Suit Less 1,25 to 2" 2 s° to 4" Circulating Hot Water Systems: Comments: Heating Systems [ ] Insulate cimdatiug hot water pipes to the levels w Table 1. Low Pinsum/Temperanne 201-250 LO 1.9 1.5 2.0 I 1 _fir Lealragc: Low Temperature 120-200 0.5 1.0 1.0 1.5 Swdnnndng Pools: C 1 Joins, pamtrarions, and all other such openings in the building envelope that ase sources cl ain Stemn Condensate (Sir ked wain') Any 1.0 Lo 1.5 2.0 [ J All limited swimming pools must have an on/offhe<ve' switch and require a cover unless over 20% le,rikage must be scaled. Cooling systems oflhe beefing stagy is Rum non-depldnhie sources, Pool ramps require a Tune clock. [ ] Rcecsscd lights must be 1) Type IC rated, w 2) inslallod inside an appropriate air -tight assembly Chilled Water, Rofiiganml, 40-55 0.5 0.5 0.75 1.0 with u 0.5" olcarancc Rum mmbustlhle materials. E'nun-TC rated, the mine must be installed win a and Brine Below 40 1.0 1.0 1.5 1.5 Heating and Cooling Piping Insulation: 3" clearance Rom insulation. [ ] TTVAC piping conveying fluids above 105 "F or chilled fluids below 55 "F must he imulaked to the 1 levels in Tablc 2. Vapor Retarder: I [ ] Requimd on the warm-in-wintcrside ufall non -vented Marred ceilings, walls, and floors. i I NOTES TO FIELD (Building Department Use Ou1vi .Ali terials identification: Materials and equipment const he installed in accordance with the maunlacnuefs installation instructions. Materials and equipment must be idetiti iat so that compliance can be detumined. Manuacnua mouuals for all installed hearing and cooling equipment and service water heating equipment mast be provided. Insulation R -t Rtues and glncing U -moors must be clearly matted on the building plans or spenli:alions. Duct Insulation: Supply ducts in uucondiunncduulcs or outs ltile a: thchu!Iill ng must hu insulaed to R -S. Return dusts in unconditioned allies ar nutsldc the building must be insulated to R-4. Supply ducts in unconditioned hpaccs must be insulated to R -g, Return ducts in unconditioned space=. (except basements) must be insulated to R- R etutn ducts in unconditioned spaces (except basenientsh must be insulated to R-2.. Insulation is not tequmed oa henmi ducts in basements. Duet Construction: All joints, seems, and connections must be securely festered with welds, gaskets, mastics (adhesices't, mcmio-ph s -embedded -fabric, ortapes. Tapes and mnslics mus( be rated UL FRIA or UL 181B. Escrgnion' Cominumrtly waldal and lucking-lypc longitadivat joints and stens on duets oparaing a less than 2 in. w.g.(300 Pm. The TIVAC syslcm most pmvido a means lbr balancing atr and water sysloms, Temperature Controls: Fach dwelling unit has at les -at are thermostat capable ofamoniaticaddy adjusting the space terrperaure set point afthe largest lone. Electric systems: Separate electric metas are required Ivr each dwelling unit. REVISIONS: BID SET 7/26 REVISED SET 8/12 nnnn- ��,1'h/ �� -4 yC C L) v (5'w c W V) O ¢Z¢ U W r U W U LwL/ w U"' � z W 0 0 O w J w J H Q) V) un O g 2 W , _ Z .E F- 7v i-- , /rj 00 •cVr J G DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB #; September Dl, 2005 SHEET NUMBER: A-11 GENERAL NOTES CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design They are intended s a construction aid not a substitute intent and framing details. Thya , for generally accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if in variance with the plan. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans. 5). Refer to the Window and Door schedule for exterior openings. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes. 7). The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. 8). Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Masan to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil. 3). Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry walls occuring in exterior or unheated interior areas. 4). Any new concrete walls being attached to existing concrete structure shall be installed with #4 re -bar, 18" long at 12" o.c.. Use approved epoxy for installation. 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with 6" maximum lifts (layers). 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 8x16 cast iron foundation vent for every 150 sq. ft. of area. 7). Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y.S. Residential Construction Code. A 6 -mil polyethylene film shall be applied over the below grade portion of exterior walls prior to backfilling. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. FRAMING NOTES 1). All framing techniques and methods as prescriptive design of 1995 SBC High Wind Edition Wood Framing Construction Manual. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Douglas Fir. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted otherwise. 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9. Provide fire and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable to all connecting joists. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs, Floors to have ceramic tile installed shall be verified for proper load capacity unless noted on plans. 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floorjoists under all bearing walls. 8). Provide insulation baffles at eave vents between rafters. Install draft blocking as needed. 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4 -ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfleor as per manufacture's instructions. 11). All bathroom walls to have 1/2" thick moisture -resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8" thick type -x sheetrock. All other parts of building to have regular 1/2" sheetrock. All walls to be taped and finished. 12). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. WIND FRAMING NOTES 1). RIDGE -TO -RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated (number of 8d nails in the strap. 2). RAFTER -TO -WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.31b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab -on -grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.31b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from thle end of a sill plate and all corners. 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c, in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a -b. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the requirements of table 3.15a -b times the appropriate length adjustment factors in table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be piermitted to be increased when interior shearwalls are used. Sheathing and connections shlall be in accordance with 2.4.4.2 and 2.2.4 respectively. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table 3.5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter -to -ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be 41 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainlless steel. 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a 12"02" xl2" thick concrete footing. Use a minimum 1/2" dia x 7" 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. 4). Deck joists to have blocking at 8'0 o.c.. 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts where needed. 6). Concrete piers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Construction Code. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure. Verify with the state code and manufacture's recommendation for maximum hale size and spacing permitted HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 3). HVAC subcontractor to provide final system layout drawling and submit it to the General Contractor and owner for final review and approval. ELECTRICAL NOTES: 1). All electrical to be installed as per N.Y.S. Residential Construction Code. 2). All electrical work shall be approved by a qualified Underwriter. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 of N.Y.S. Residential Construction Code. NAILING SCHEDULE ROOF FRAMING: JOINT DESCRIPTION QTY NAIL NOTES NOTES QTY. SPACING SPACING RAFTER TO 8' WALL: 3-8d COMMON EACH FACE NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE -NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH A H FACE TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE -NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING 2.8d COMMON EACH TOE TO RAFTER 2 -16d COMMON END NAIL RIM BOARD 2 -16d COMMON EACH END TO RAFTER TO JOIST END NAIL Inle\1 W:e11 HOW JOINT DESCRIPTION NAIL NAIL NOTES NOTES QTY. SPACING SPACING TOP PLATE TO 2 -16d COMMON PER FACE NAIL TOP PLATE SILL, TOP PLATE OR GIRDER FOOT SEE NOTE: 1 TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS TO JOIST EA. SIDE NAIL STUD TO2. 16d COMMON 24" FACE STUD TO JOIST O.C. NAIL HEADER TO 16d COMMON 16" O.C. FACE HEADER SILL OR TOP PLATE ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: JOIST ON LEDGER 3 - 8d COMMON PER FLOOR JOIST, BAND JOIST, 2 -16d COMMON PER FACE NAIL END JOIST OR BLOCKING BAND JOIST FOOT SEE NOTE: 1,2 rLOOK LKAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. QTY. SPACING GYPSUM JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER 10" O.0 . FIELD JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST CATEGORY END NAIL BLOCKING2 _ gd COMMON EACH TOE TO JOIST 40 END NAIL BLOCKING TO: 3 - 16d COMMON EACH TOE SILL OR TOP PLATE ROOMS (SLEEPING) BLOCK NAIL LEDGER STRIP 3 - 16d COMMON EACH FACE TO BEAM MODERATE JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST 3 - 16d COMMON PER END TO JOIST SEE GENERAL NOTE PAGE JOIST NAIL BAND JOIST TO: 2.16d COMMON PER TOE NAIL SILL OR TOP PLATE FIRE PROTECTION (SMOKE t CO2 DETECTORS) FOOT SEE NOTE: 1 ROOF SHEATHING: TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION JOINT DESCRIPTION QAIL NAIL NAIL NOTES TY. SPACING QTY. STRUCTURAL PANEL 8d AS PER TABLE 3.8 GYPSUM WFCM-SBC 7 O.C. EDGE CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL NOTES FROST QTY. SPACING RESIDENTIAL DWELLING GYPSUM 5d COOLERS 7 O.C. EDGE SPEED WALLBOARD IST, FL. LVG, SP.: 1581 S.F., 2ND, FL, LVG, SP,: 190'7 S,F, GARAGE: 440 S.F., DECKS/PORCHES: 840 S,F, (TOTAL) 10" O.0 . FIELD PRESCRIPTIVE AS PER N.Y.S, RESIDENTIAL CONSTRUCTION CODE AND lSeB SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS WFCM-SBC 7/16" OSB 6d COMMON 3" O.C. EDGE PLYWOOD 6" O.C. FIELD GYPSUM 7" O.C. EDGE Sd COOLERS WALLBOARD 10" O.0 . FIELD FLOOR SHEATHING - JOINT DESCRIPTION NAIL NAIL NOTES FROST QTY. SPACING RESIDENTIAL DWELLING STRUCTURAL PANELS 8d COMMON 6" O.C. EDGE SPEED V OR LESS IST, FL. LVG, SP.: 1581 S.F., 2ND, FL, LVG, SP,: 190'7 S,F, GARAGE: 440 S.F., DECKS/PORCHES: 840 S,F, (TOTAL) 12" O.C. FIELD PRESCRIPTIVE AS PER N.Y.S, RESIDENTIAL CONSTRUCTION CODE AND lSeB SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on -center at the panel edge. If wall sheathing is nailed 3" on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced tot - 16d nail per foot. PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL SEISMIC NOTES FROST AT PANEL EDGES BUILDING USE RESIDENTIAL DWELLING ICESHIELD BUILDING HEIGHT 34'-9-1/2" SPEED TOTAL SQ. FT. OF CONSTRUCTION IST, FL. LVG, SP.: 1581 S.F., 2ND, FL, LVG, SP,: 190'7 S,F, GARAGE: 440 S.F., DECKS/PORCHES: 840 S,F, (TOTAL) DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S, RESIDENTIAL CONSTRUCTION CODE AND lSeB SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL DECAY DESIGN UNDERLAYMENT FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES CATEGORY SEE NOTES: 1,3 DEPTH EXT. BALCONIES 60 REQUIRED DECKS 40 120 ATTICS w/o STORAGE 10 DESIGN LOAD CALCULATIONS (LIVE LOADS PSF) ATTICS w/ STORAGE ROOF (GROUND SNOW LOAD) ROOMS (OTHER THAN SLEEPING) 20 45 40 11 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS (ANY DIRECTION) 200 MODERATE EXPOSURE GATAGORY C LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNEGTION (ROOF - FOUND)ATION) DETAIL PAGE E GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION (SMOKE t CO2 DETECTORS) ® SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK 3.5 RELEASE 1 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC NOTES FROST AT PANEL EDGES SUPPORTS IN THE PANEL FIELD WINTER ICESHIELD 8d COMMON @ 6" O.C. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY SEE NOTES: 1,3 DEPTH TEMP. REQUIRED HAZARDS 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES IN THE PANEL FIELD AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 8d COMMON @ 12" O.C. 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch o.c, nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE SPACING NOTES AT PANEL EDGES IN THE PANEL FIELD 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8" TYPE -X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS APVD ANCHORS WITH Z -MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR, IN ADDITION TO SMOKE ALARMS PER FLOOR. _,y SCALE: r/4"=n-0" I SHEET NUMBER: IA -12