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Home My WebLink About36718-Z ,tSUK Town of Southold Annex 12/1/2011 54375 Main Road a, z Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35314 Date: 12/1/2011 THIS CERTIFIES that the building COMMERCIAL Location of Property: 11780 SOUND AVE MATTITUCK,N.Y. 11952, SCTM#: 473889 Sec/Block/Lot: 141.-3-44 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/7/2008 pursuant to which Building Permit No. 36718 dated 9/27/2011 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: commercial building: 78 x 38 one story shop, two story office with 6 x 38 covered porch as applied for per ZBA#6059, dated 8/16/07. The certificate is issued to FJ Gerard Holdings LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-07-0016 6/16/11 ELECTRICAL CERTIFICATE NO. 11988 10/13/10 . PLUMBERS CERTIFICATION DATED 12/10/10 Kevin Rempe Plumbing&Heating 6'-"'Autho0ed Signature suF c TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • SOUTHOLD, NY o , BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36718 Date: 9/27/2011 Permission is hereby granted to: F.J. GERARD HOLDINGS LLC C/O SEIFERT CONSTRUCTION 285 MEADOW BEACH LANE MATTITUCK, NY 11952 To: DEMO OF EXISTING SFD & CONSTRUCTION OF NEW COMM. BLDG 78X38 1 STY SHOP,2 STY OFFICE WITH 6X38 COV'D PORCH AS APPLIED FOR. PER PLANNING & ZBA# 6059. REPLACES EXPIRED BUILDING PERMIT # 34392 At premises located at: 11780 SOUND AVE MATTITUCK, N.Y. 11952 SCTM # 473889 Sec/Block/Lot# 141.-3-44 Pursuant to application dated 11/7/2008 and approved by the Building Inspector. To expire on 3/27/2013. Fees: PERMIT RENEWAL $1,993.40 otal: $1,993.40 B ing In, ector 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. 34392 Z Date JANUARY 16, 2009 Permission is hereby granted to: FJ GERARD HOLDINGS LLC (SEIFER 285 MEADOW BEACH LANE MATTITUCK,NY 11952 for DEMO OF EXISTING SFD & CONSTRUCTION OF NEW COMM. BLDG 78X38 1 STY SHOP, 2 STY OFFICE WITH 6X38 COV'D PORCH AS APPLIED FOR. PER PLANNING&ZBA6059 at premises located at 11780 SOUND AVE MATTITUCK County Tax Map No. 473889 )Section 141 Block 0003 Lot No. 044 pursuant to application dated NOVEMBER 7, 2008 and approved by the Building Inspector to expire on JULY 16, 2010 . Fee $- 2, 063 .40 Autho ized Si ature 1+993.4 + 70• + 29063.4 ORIGINAL Rev. 5/8/02` Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This-application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use. 1. Final survey of_property with accurate-location of all buildings,property lines,streets,and unusual natural or topographic features_ 2. Final Approval from Health Dept,of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. -Sworn statement from plumber certifying that the solder used.in system contains less than 2110 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-- I- 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. Certifcaie of Occupancy- New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool$50.00, Accessory building$50.00, Additions.to accessory building$50:00,Businesses$50.00: 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate o€.Occupancy-$_25 4. updated Certificate of Occupancy- $50.00: 5. Temporary Certificate of Occupancy -Residential $15.00,Commercial$15.00 Date. I L New Construction: Old or Pre-existing Building: (check one) Location of Property: 1 I 0Q sour"a House No. Street --ff Hamlet Owner or Owners of Property: Suffolk County.Tax Map No'1000,Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: _ Underwriter's Approval: Planning Board Approval: NOV 14 2011 Request for: Temporary Certificate Final Certificate: j (check on )` B LDG.DEPT. Fee Submitted: $ TOWN OF SOUTHOLD Applicat US ure VUl LU I V UU.GDp N.� S U F 0i_ K BU _E , 4D Nottingham Drive,Middle Island,IVY 11953 Telephone: 631 495 8136 • Fax:631 980 5455 • E-Mail: SBEIGSggmall.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: G&S Electrical Contractor Certificate No.: i1988 Rough In Inspection Date: San 26, 2010 Final Inspection Date: Oct 13, 2010 Application No.: 11988 Building Permit No., County Tax-Map No.: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above: Owner: Fred John Siefert Site Location: Siefert Construction Corp., 11780 Sound Ave, Mattituck, NY 11952 Owner's Address (if different): ..._I Residential iRl Indoor [j 1321Sement `i Service �I shed - Commercial E j Outdoor u r t--'[J First Floor �Pool L_J Hottub i.::'.I New [_J Renovation R second Floor []Attic ❑Garage j 1 Addition E Survey Other: INVENTORY Single Phase Heat gas Duplex Reopt 41 Gelling Fixture 14 HID Fixtures 5 Thee Phase 600a Hot Water GF0 Recpt 3 wall Fixture 4 Smoke Main Pa-iel 1 AC Cond Single Recpt &30n Recessed Fixture 31 CO Detecl Sub Panel 3 AG Blower Range Recpt Flocrescent 14 Smoke co Combo Transformer Appliances Dryer Recpt Emergency Time Clock Disconnect Switches 39 Twist Lock Exit Fixtures Pumps 1 GFCI Breaker Heat Pump E'ectricHeat Pool Luminaire Exhaust Fan 1 Other Equipment:600a cnderground service,8 30a recpticies for equipment,2 paddle.fans,2 combination VexiVerrrergenW*lights,1 well pump, 12 f multi outlet strip The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: G&8 Electrical Contractor License No.: Inspected By: Roger Richert Date Of Certificate: Oct 19 ,2010 Sigraature: ,00".101k sass WISM*wr FM toil• M-,asa P. O. 1110 so,��+w, ►1esAt , sa, ter t +sa its ,.oi OlrPMG or Tips INWMGIOR TOM OF 40UTWXD e'0 Sul IdInle remit ctx 1010666 pt n r l weer I (plosse t asttisy/ 'thftt tM 001409 shed i11 the voter ou"Iy/ system Coates** less t oan 2/10 of Is lei. i r IMMUM �sn'r, sworn to bolero N tllt! CAROLYN ALLEN Notary Public, State of New York l , No. 01 AL6122330 of 1 10 Qualified in Suffolk County Commission Expires Ap it 09, 2013 Math/ h�lle, county � Z I( ( t Ct7� rsf SOUlyolo eourm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION P<FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: Aw, w e `] .s. 1 r®DATE � � r INSPECTOR—,--*, , OF SOblyolo Ooul®rl Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 'NSPECTION [ IF NDATION 1 ST [ ] ROUGH PLOG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE 710 INSPECTOR hO��OF SOUlyOlo _ courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ X FOUNDATION 1 ST [ ] ROUGH PLBG. [FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: o r DATE `� ® / INSPECTOR SOUTy�Io • ao TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST XROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: r y. DATE � � ® � INSPECTOR ' SOUlyo�o ( ` Z_ * '� o�ycOUMY,�`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION A/(CF:R7JimING /, TRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR SOOlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ell . FIRE RESISTANT C- STRUCTION [ ] FIRE RESISTANT PENETRATION i✓:y�r e, `. l f J REMARKS: d _ . DATE �� INSPECTOR ho��pF SOUlyolo coutom,�`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST XROUGH PLBG. [ ] FOUNDATION 2ND KINSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: c ' ®. DATE P°�� 0 INSPECTOR �' pF SOUTyo 5°13 qZ, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION J FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ; ] ELECTRICAL (FINAL) REMARKS: I A-6C 741 v DATE j� INSPECTOR _ OF SOUTyo<o ,3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION . REMARKS: 6 a DATE INSPECTOR ' Of SOpj�Olo 14- 3 cOUNTV, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING XFINAL ' [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0 a _ DATE INSPECTOR �'� " 6 Fisher 51802x5028 SOUTHOLD TOWN FIRE INSPECTOR robert.fisher@town.southold.ny.us Page NOTES ESTABLISHMENTsat17�--'<-- Cf ,�( s/b/I DATE COMM NT (VM 21� ZfX7 f _ 73 = (IL11 6vGnp, cZ> f FireNotes _ r FIELD INSPECTION REPORT I DATE COMMENTS.5�7 i^ P� o � J FOUNDATION(1ST) ------------------------------------- FOUNDATION(2ND) < C O ROUGH FRAMING& - y PLUMBING C o INSULATION PER N.Y. 1 STATE ENERGY CODE d L 1 FINAL ADDITIONAL COMMENTS 0 z 711 � s 4 yr- i7f W- , b 3-� I 6 e LIJIN��t�'C FJ a _ z C-0 K x y t1i H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved 7 ,20 Mail to: Disapproved a/c Phone: Expiration ,20 Building Ins ector APPLICATION FOR BUILDING PERMIT Date Z' �2 , 20 y� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. G (Signature of applicant or name,if a corporation) F,T C�PeKAO_D No_OIh-r.S L•LC (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises R-,E- V 44,4,;;�o ToRy- ] 9C%Fe_vt_,- ( FJ_ GFyAA-O NtsL-ntNyS LLc) (As on the tax roll or latest deed) If a li nt is a corporation�siatu of dulyauthorized officer 4 V-1 (Name and title of corporate officer) Builders License No. oZ$7$C> - K Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1 (7 A%J i��-er`rue House Number Street Hamlet County Tax Map No. 1000 Section I,A( Block 6-S Lot •- Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy C.A. b. Intended use and occupancy C-A:a i cu eT S r(c1 P ' 3. Nature of work(check which applicable): New Building 2S, Addition Alteration Repair Removal Demolitions Other Work (Description) 4. Estimated Cost I SCE 0 c5C150 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Cy��11�at irk` i 7. Dimensions of existing structures, if any: Front 1-7 . ZN Rear "o'L Z. Depth a8.9 Height Number of Stories o� Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories I 8. Dimensions of entire new construction: Front 3 L Rear 3 L Depth 9 d Height I-la Number of Stories c2 P„4�T-,Am- 9. Size of lot: Front • Jr f Rear $0.S X 1 Depth / 7 3.S71 10. Date of Purchase a �� d 7 Name of Former Owner ikAN�-T z et j 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Y-, Will excess fill be removed from premises? YES NO L� 14. Names of Owner of premises f-T. Cwnk,(ZNat-9i"iddress'Zt:5-Tmcxo ► Pockt-k LkPhone No. '2S8- i c 3t. Name of Architect MAJ-c 51.E-1w A-+LTZ. Address Phone No 9 34 A(8 S- Name of Contractor 3Ct P:,-A Cc- . T-. Address MS' Me hone No. ;LIB- /y 7cp LJ4+� , qx4?T#TtJGK 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 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 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 O \' being duly sworn, deposes and says that(s)he is the applicant ( ame of individual signing co tract) above named, (S)He is the 6 Vv AkA/- (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn 1q before me thi kL. day of �e6um 20AI_ F 1 / V Notary Pu lic Signature of ApplicaiV MELANIE DOROSKI NOTARY PUBLIC,State of New York No,01D04634870 Qualified in Suffolk County �o iV Commission Expires September 30, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD;NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. c to Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined /T -7 1200 Storm-Water Assessment Form (�� Contact: Approved ,20 © 1 Mail to: /Z tZ7 Disapproved a/c > Phone: Expiration I ,20� Building Inspector APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property,have been enacted in the interim,the Building Inspector may authorize, in writing;the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applica t name,if a corporation) e"adew (Mailing address of applicant) State whether applicant is owner, lessee, age , architect, e gineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the t x roll or 1 test deed), If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: l 7Po O'U.vO z&E M r1-7iC/c House Number Street ' Hamlet 7 Vra dtp "I 3m County Tax Map No. 1000 Section ( 0B'106k,( iii _ Lot T Subdivision Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S/NG C E:- )�1 41/C V b. Intended use and occupancy © C. tit/Oi2 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor 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 Rear Depth Height Number of Stories � 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES,X NO 13. Will lot be re-graded? YES NO_Will excess fill be removed from premises? YES NO 14. Names of Owner of premises SEl M?;E CON�'Address Phone No. /0 3,6 Name of Architect /t1/e} AZ— SC Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO�2C * 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 i 0 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFF C /Y k/d/Z-%Z. being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the ( ontractor, 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. Sworro fore me this / day of 264 wState of Near �2VI Notary Publicf10 1�R61891 ; Si r of Applicant uali in Suffolk Colmgtssion ExpiresJWlO ' FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 9, 2007 TO: Seifert Construction(Rosen) 285 Meadow Beach Lane Mattituck, NY 11952 Please take notice that your application dated February 16, 2007 For permit to construct a new building for use as a custom (cabinet)workshop at Location of property: 11780 Sound Avenue, Mattituck,NY County Tax Map No. 1000 - Section 141 Block 3 Lot 44 Is returned herewith and disapproved on the following grounds: The proposed construction on this 10,890 square foot parcel in the Limited Business (LB) zone is not permitted pursuant to Article IX, Section 280-43A,which states, "Structures shall be set back at least 100 feet from the right-of-wad The proposed building is noted as being+/- 19 feet from Sound Avenue. In addition the proposed construction is not permitted pursuant to Article IX, Section 280-42A, which states, "Except as otherwise provided herein no buildings or premises shall be used and no building or part thereof shall be erected or altered in the LB District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." Bulk schedule requires a minimum single side yard setback of 20 feet, a minimum rear yard setback of 70 feet and a maximum lot coverage of 30 percent. Following the proposed construction, the building will have a singleyard setback of+/- 18 feet, a rear yard setback of+/- 34 feet and a total lot coverage of+/- 57 percent. In addition pursuant to Article XXIV Section 280-127 site,plan approval from the Southold Town Planning Board is required. Aut orized Si ure Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file,ZBA,Planning Department FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 9, 2007 AMENDED: June 4, 2007 TO: Seifert Construction(Rosen) 285 Meadow Beach Lane Mattituck,NY 11952 Please take notice that your application dated February 16, 2007 For permit to construct a new building for use as a custom(cabinet)workshop at Location of property: 11780 Sound Avenue, Mattituck, NY County Tax Map No. 1000 - Section 141 Block 3 Lot 44 Is returned herewith and disapproved on the following grounds: The proposed construction on this 11 517.67 square foot parcel in the Light Industrial(LIl zone, is not permitted pursuant to Article XV, Section 280-64,which states, "Structures shall be setback at least 100 feet from the right of wad The proposed building is noted as being+/- 19 feet from Sound Avenue. In addition the proposed construction is not permitted pursuant to Article XV, Section 280-63,which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the LI Light Industrial District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." Bulk schedule requires a minimum singleyard setback of 20 feet, a total side yard setback of 40 feet and a minimum rear yard setback of 70 feet. Following the proposed construction, the building will have a single side yard setback of 10 feet, a total side yard setback of 37.9 feet, and a rear yard setback of 42.1 feet. In addition pursuant to Article XXIV, Section 280-127, site plan approval from the Southold Town Planning Board is required. This Notice of Disapproval was amended on June 4, 2007, following the submission of a new plot plan, dated May 31, 2007 by Architect Mark Schwartz, to the Zoining Board of Appeals and to correct errors. Authori ed Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board ' APPEALS BOARD MEMBERS Mailing Address: O��OF SDUlyOI Southold Town Hall James Dinizio, Jr., Chairman O 53095 Main Road •P.O. Box 11.79 Gerard P. Goehringer Southold,NY 11911-0959 Ruth D. Oliva ac Office Location: Michael A. Simon 0 �� Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman I�CoU 54375 Main Road(at Youngs Avenue) ' Southold, NY 11971 yam? http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809•Fax(631)765-9064 INDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 16, 2007 ZB File No. 6059—F.J. Gerard Holdings LLC and Seifert Construction Property Location: 11780 Sound Avenue, Mattituck CTM 141-3-44 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 further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The applicant's property size is only 78 feet wide by 132 feet deep I along the easterly side line. The dilapidated, unhabitable remnants of a former dwelling has been located on at the site for a long time and shown on the December 18, 2006 survey prepared by Joseph A. Ingegno. BASIS OF APPLICATION: Zoning Code Sections 280-63 and 280-64, based on the Building Inspector's June 4, 2007 amended Notice of Disapproval concerning proposed construction for use as a custom workshop in this LI Light Industrial Zone District. The reasons stated for disapproving the building permit application are that the new construction will be: (1) less than 100 feet from the right-of-way; (2)will have a single side yard t less than 10 feet; (3) will have a total side yards at less than 40 feet for both setbacks, (4) the rear yard is less than 70 feet. SUFFOLK COUNTY ADMINISTRATIVE CODE: .This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning reply dated July 25, 2007 states that the application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application is exempt under Chapter 268. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on_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 applicant proposes a 40' by 78' contractor's office-warehouse building with storage of custom carpentry materials and as a limited workshop clarified by the applicant during the August 2, 2007 public hearing. The new building will include a 6' by 40' one-story open porch, a two-story office area 40' by 21', and one-story warehouse floor.area. This property is in the LI zone and contains a size of 11,517.67 square feet. The May 31, 2007 site plan (Map S-2) shows the new building with a front open porch proposed at 19 foot from the front lot line facing Sound Avenue instead of the required 100 feet, a rear yard setback of 42.1 feet instead of 70 feet (measured from the closest corner), 10 feet on the west side yard Page 2—August 16,2007 ZB File No.6059—FJ Gerard Holdings and Seifert Construction CTM No. 141-3-44 and total side yard setbacks of 37.9 feet. The bulk schedule requires total side yard setbacks at 40 feet (10 feet on one side, and a minimum of 30 feet on the other side). 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 variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This area has many mixed uses, Residential and Industrial, with a building that is similarly situated. The applicant proposes to place the parking area behind the new business building, with removal of the entire dilapidated structure on the site and other site planning with the Planning Board. The applicants' planned improvements will be an asset to the area. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant's property size is only 78 feet wide by 132 feet deep along the easterly side line, with a limited site area for parking, screening, and related site of only 11,517.67 feet in an Light Industrial (LI)Zone for construction of a business, new parking area, new sanitary system and related utilities. This lot is not large enough to meet the setback requirements to place a building, and the applicant is forced to follow a variance procedure to request multiple setback variances from both side lines, from the right- of-way(front yard), and from the rear lot line. 3. The variances requested are substantial, but the size of the property limits the use of this LI zoned land. The owner has devised a plan which meets his business needs and which will meet other code requirements as a permitted business use, and all improvements as planned will be an asset to the mmunity. 4. The difficulty has not been self-created inasmuch as the Town Board in 1989 deemed this propery-,Ll Light Industrial Zone District with setback requirements that would not be met on this lot of only 11,517 square feet in size. 5. No evidence has been submitted to suggest that a variance from the Light Industrial Zone District standards will have an adverse impact on the physical or environmental conditions in the neighborhood. Changes were agreed by the applicant during the hearing to reduce the width of the easterly driveway by one foot and to narrow the warehouse by two feet, and providing adequate screening for the nearby residence(s). RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Oliva, seconded by Member Goehringer, and duly carried, to Grant the variances, with the following condition, and as shown on plans drawn by Mark Schwartz dated May 31, 2007: Reduction of the width of the easterly driveway by one foot, and reduction of the warehouse by two feet, to provide adequate screening for the residence(s). 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 r Page 3—August 16,2007 ZB File No. 6059—FJ Gerard Holdings and Seifert Construction CTM No. 141-3-44 does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Dinizio, liva, Goehri r nd Weisman. (Member Simon was absent.) This Resolution was duly adopted (4-0). Ja es Dinizio Jr., Chairman (9_17 /2007 proved for Filing FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination Date:c / I C- / `� Date Sent:_QL f I _/ _ Project Name- ,,,,-„, Project Address: Suffolk County Tax Map No.:1000= l y l - _- q Zoning District: L-T- P Request: to IC( Cv\- c C I s -e (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination a to whether use is permitted: 0'5,e- ka.,, Initial Determination as to whether site plan is required: S t �� `��,�1^A ct c)N y^e SU Signature of Building nspector Planning Department (P.D.) Referral: P.D. Date Received: / / Date of Comment: Comments: Signature of Planning Dept. Staff Reviewer Final Determination Date: Decision: Signature of Building Inspector FOR INTERNAL USE ONLY /" S FEB 23 �� ' SITE PLAN USE DETERMINATION Initial Determination Date: / I / '� ,.. Date Sent: ,4, I / _ Project Name'-.-4-�os.-„. Project Address: S�,O m n C, AMI-e Suffolk County Tax Map No.:1000- y -_ - Zoning District: --II Request: (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination a to whether use is permitted: 0Se Initial Determination as to whether site plan is required: i Signature of Building nspector Planning Department (P.D.) Referral: P.D. Date Received: Z l Z r l0 _ Date of Comment: Z / ZZ/0 Comments: 71 ntnq C_00 Cu.y�. a5 PAL 2.„� � � �"� : �° rya Y � �✓i t.5 redw b I't Sigrla e f nr in ept S,ta w�' eviewer v.Final Determination , Date:/ a 8 Decisipn: ' .ice. �3M-�:.� ��•....� �. ,e,� ��•�- Signature of Bulkn g Inspfector MAILING ADDRESS: P.O.fox 1179 PLANNING BOARD MEMBERS Southold, NY 11971 JERUYN:B.WOODHOUSE alair OFFICE WCATION- KENNETH L.EDWARDS Town Hall Annex cwq __*7 524375)State Route 25 MARTIN I-1.SIDOR GEORQrE D.SOLOMON (oar.Main Rd. &Younp Ave.) J0,9EPH L.TOWNSE ND S*outhold,NY ri lelevhone 631705-110,738 Fax: 63,14 765-31-30 PIANNING IBOAP.D OFFICE TOWN OF SOUTHOLD February 12, 2008 Patricia C. Moore, Esq. 51020 Main Road Southold, New York 11971 Re: Seifert Construction bkLDG.DE PT. 11780 Sound Avenue, Mattituck SCTM#: 1000-141-3-44 Zoning District: Light industrial (LI) Dear Ms, Moore: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, February 11, 2008: WHEREAS, this proposed site plan is for construction of a new building 3,965 sq. ft. (38'x78' plus a 38' Y, 6' porch overhang) with approximately 2,191 sq. ft. of warehouse, 773 sq. ft. of display area., 228 sq. ft, of porch and 773 sq. ft. of second floor office and the building will be used as an office, warehouse/custom cabinet workshop on I-M 115 17.67 sq. ft. parcel in the U Zone; and WHEREAS, Seifert,Construction is the owner of the property located approximately 520' w/o Pacific Street an the s/s/0 Sound Avenue, known as 11780 Sound Avenue, in Mattituck SCTM#1000-141-3-44; and WHEREAS, on June 25, 2007, the agent, Patricia C. Moore, Esq., working for the applicant, Seifert Construction, submitted a new formal site plan for approval-, be it therefore RESOLVED that the Southold Town Planning Board- acting under the State determination ma _a�eterm makes a 7Environrnental Quality Review Act (6 NYCRR), Part 617.5 —C-7, makes a determination 'e proposed e it further her that the proposed action is a Type 11 and not subject review; be it further RESOLVED, that the Southold Town Planning Board set Monday, March 10, 2008 at 6.-05 p.m. for a public hearing on the site plan set S-1 — S-4 & Three A-1 pages prepared and certified by Mark K. Schwartz, Architect, dated December 18, 2007. Seifert Construction Page Two February 112, 2008 Please refer to the enclosed copy of Chapter 55, Notice of Public Hearing, in regard to the Town's notification procedure. The notification form is enclosed for your use. The sign and the post will need to be picked up at the Planning Board Office, Southold Town Annex. Please return the enclosed Affidavit of(posting along with the certified walling receipts AND the sinned green return receipt cards before_'12:00 moon on Friday, March 7th. The sign.and the lost need to be returned to the Planning Board Offioe affer the public hearing. If you have any questions regarding the above, please contact this office. Very truly yours, ilily Woodhouse Chairp erson Encl. MAILING ADDRESS: PLANNING BOARD TIN H. D O Southold,MEMBERS �O�� SO P.O.OoNY 11971 Chain OFFICE LOCATION: WILLIAM J.CREMERS en Town Hall Annex KENNETH L.EDWARDS �pQ 54375 State Route 25 JAMES DON J.H. RICH C III OI�YCO (cor.Main Rd. &Youngs Ave.) U , Southold,NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 16, 2011 Seifert Construction Corp. E V E 285 Meadow Beach Lane D Mattituck,NY 11952 F E B 17 2011 Re: Final inspection for Seifert Construction BLDG.DEPT. Located at 11780 Sound Avenue Mattituck,NY TOWN OF SDUTHOLD Dear Ms. Seifert, I'm writing as a follow up to your request for a final inspection of the work completed in connection with the above referenced site plan application. On February 11, 2011, Planning Staff conducted an inspection of the site work and it was discussed at the February 14, 2011 Planning Board work session. Due to.the snow cover on site, it could not be determined if all the site work was completed in accordance with the approved site plan. However,based on what could be.seen, the parking area leading behind the building did not have an asphalt surface area with drainage and striping as indicated on the approved site plan. As such, all site work will need to be completed as depicted on the approved site plan prior to a final inspection. Please.notify the Planning Department at 765-1938 after all work has been completed for a final inspection. If you have any questions contact the Planning Board at any time. Thank you. Since e y, Kristy Win r Sr. Planner Cc: Planning Board Heather Lanza, Planning Director / Mike Verity, Chief Building Inspector V !v MAILING ADDRESS: . PLANNING BOARD MEMBERS '�'OF SU(/T'yo South 1d,ox 1179 NY I1971 MARTIN H.SIDOR �0 lQ .Chair OFFICE LOCATION: WILLIAM J.CREMERS G Town Hall Annex KENNETH L.EDWARDS �pQ 54375 State Route 25 .JAMES H.RICH III O (cor.Main Rd. &Youngs Ave.) DONALD J.WILCENSKI COUNT` I Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 29, 2011 Mr. Fred Seifert Seifert Construction 11780 Sound Avenue Mattituck, NY 11952 Re: Final Site,Inspection for the Site Plan of Seifert Construction .SCTM#1000-141-3-44 Dear Mr. Seifert: The Planning Board, at their November 28, 2011 Work Session, found that the requirements made in the letter dated November 2, 2011 have been completed and the site is now in conformance with the approved site plan. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, Martin H. Sidor ® (, Q Chairman cc: Planning Board NOV 2 9 2011 Heather Lanza,.Planning Director Michael Verity, Chief Building Inspector BLDG.DEFT. Jamie Richter, Town Engineer TOWN OF SOUTHOLD das� � Town of Southold Erosion, Sedimentation & Storm-Wainer Ru n-off ASSESSMENT FOAM 1 PROPERTY LOCATION: s.C.TA.M THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 1L0 0 11�l STORM-WATER, GRADING,DR/41NAGE ANp EROSION CONTROL PLAN District section Block —Lot �— CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. `— Itetnvber: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes yNo^ Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? El/ (This item will Include all run-off created by site clearing and/or construction activities as well as all Site — Improvements and the permanent creation of impervious surfaces,) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? EJ This Item shall include all Proposed Grade Changes and Slopes Controlling Surface Water-Flowl. — 3 Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 260 Cubic Yards of Material within any Parcel? El . 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of ❑ Five Thousand(5,000)Square Feel of Ground Surface? rj Is there a Natural Water Course Running through the Sile? ❑Is this Project within the Trustees jurisdiction or within One Hundred(100')feel of a Wetland or Beach? — 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15) feet of Vertical Rise to ❑ One Hundred(100')of Horizontal Distance? 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Oft ❑ into and/or in the direction of a Town right-of-way? NIZ 8 Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of ❑ / any Item Within tile V e Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? ❑ / NOTE: if Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, ——— Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Pemift! —--— EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note; If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! ——————— ——————— STATE 0 F NE; Al YORK, � pp C0UNTI' O)i '.1 U V. ............... SS That I, .. `c LtiCt....... C�: S.E.eFe' .......... beuig duh sworn,deposes and saes chat he/she is the appGcarlt for Permit, (Name of individual signing Document) CONNIE D.BUNCH And that he/she is tlae ........�?`-'`I N L�� Notary Public State of New York ....................................................................................I..................I No:'01 U6185050..... .•.............. (Owner,Con(raclor,Agent,Corporate Officer,etc.) Qualified in Suffolk Coun Owner and/or representative of the Owner of Owner's, atld is duly authorized to perfm or o tiaSion E re,;epp�� 114 011 p Pr T ie s'afd t outk and to make and file this application; that all statements contained in this application are tnle to the best of his knowledge and belief;and that the work will be pei-formed in die manner set forth in the application filed herewith. Sworn to before nie this; �h ............................5................... day of....... , 20.5�8 Notary Public: ......4 .C,Jw �..... ..., .1.�. ................. .... of gnsture ..........G.... . ....... .................. (Sl Appl!can`) FORM - 06107 L I PA 117 Doctors Path Long Island Power Authority Riverhead,NY 11901 0EC 2 22008 N BLDG.DEPT. T WM OF SC'!THOLD I \ December 8, 2008 Seifert Construction Corp. 285 Meadow Beach Lane Mattituck, NY 11952 RE: 11780 Sound Avenue, Mattituck LIPA Ref # T100959432 Electric Meter #016590378 Dear Fred: This letter is to advise you that the electric service to the above referenced premises was removed on December 8 , 2008 . If you have any questions, please contact Fred Perez at (631) 548-7037 . Very truly yours, L sieve Aylward Design Secti Manager Electric Distribution Department SA/am AUG-31-2011 11:18 FROM: TO:7659502 P.2 . �. SEIFERTConstruction Corp. 11780 Old Sound Avenue • PO Box 1407 • Mattituck,NY 11952 Phone- (631) 298-1036 Fax: (631) 293-7942 Town of Southold Building Department 53095 Route 25 P.O. Box 11971 Southold, N.Y. 11971 —0959 July 15, 20 1.0 To Whom It May Concern: I am writing this letter to request a six month extension for Building Permit#34392. The property address is 11780 Sound Avenue, Mattituck, N.Y. 11952. Sincerely, Fred Seifert Custom Homes Renovations Millwork . wwwcPifPrt�nnstrurtinn_rnm �Upp Southold Town Building Department Permit#• 34392 Q . 54375 Main Road Southold,New York 11971 Permit Date: 1/16/2009 o er (631)765-1802 pl Parcel ID: 141.-3-44 Expiration Date: 7/16/2010 BUILDING PERMIT RENEWAL LETTER Dated: 2/24/2011' Applicant: FJ GERARD HOLDINGS LLC (SEIFERT) Location: 11780 SOUND AVE MATTITUCK,N.Y. 11952 Work Description: COMMERCIAL DEMO OF EXISTING SFD & CONSTRUCTION OF NEW COMM. BLDG 78X38 1 STY SHOP,2 STY OFFICE WITH 6X38 COV'D PORCH AS APPLIED FOR. PER PLANNING&ZBA #6059. A FEE OF $1993.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT, THANK YOU. Owner: F.J. GERARD HOLDINGS LLC Address: 285 MEADOW BEACH LANE MATTITUCK, N.Y. 11952 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. 01 C; THANK YOU, SOUTHOLD TOWN BUILDING DEPT. c,�FFQ(q Southold Town Building Department 54375 Main Road Permit#: 34392 cm c Southold,New York 11971 Permit Date: 1/16/2009 o • � (631) 765-1802 Expiration Date: 1/16/2010 Parcel ID: 141.-3-44 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 9/14/2011 Applicant: F.J. GERARD HOLDINGS LLC Location: 11780 SOUND AVE MATTITUCK, N.Y. 11952 Work Description: COMMERCIAL DEMO OF EXISTING SFr) & CONSTRUCTION OF NEW COMM. BLDG 78X38 1 STY SHOP,2 STY OFFICE WITH 6X38 COV'D PORCH AS APPLIED FOR. PER PLANNING & ZBA # 6059. A FEE OF $1993.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT6-- Owner: F.J. GERARD HOLDINGS LLC Address: C/O SEIFERT CONSTRUCTION 285 MEADOW BEACH LANE MATTITUCK, NY 11952 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. o��OF SOUlyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road . Fax(631)765-9502 P.O.Box 1179 CA NY 11971-0959 ell- Southold, • �O y��UfdTN,�� BUILDING DEPARTME T TOWN OF SOUTHO D November 7, 2011 FJ Gerard Holdings LLC 285 Meadow Beach Lane Mattituck, NY 11952 Re: 11780 Sound Ave, Mattituck TO WHOM IT MAY CONCERN: The Follo 'ng Item(s)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) lectrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) rustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. — Bob Fisher Final Landmark Preservation approval. BUILDING PERMIT : 36718 — Demo/New Building r TOWN OF SOUTHOLD PROPERTY RECORD. CARD .:OWNER STREET VILLAGE DIST. SUB. LOT900mi) Av. 2 w__ -,-v v 1 �C� .FORMER OWNER N AQR.. SouNp AV � , ate S - TYPE OF BUILDING° RES /l.p.. SEAS. VL. . . . . :FARM COM1vC. . CB,. ._Mkt..Va.:I.ue. - . LAND IMP. TOTAL -DATE REMARKS dfQ .mooLJ 7 r -06-Z)' p Z 1 .0 U z f 20 �J OZ. . .�- w. AGE °BU:ILDCNG CONDITION NEW NORMAL BELOW ABOVE:; FARM . 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R' � i ��. i I F ��F 7 ( �i Y � . __ :: -�►� � �� _ ., - � ,� -� �� : REVISIONS: I i N ti Q U � � n � ¢ U ;u Y 3 W OW � 3 H V \ W Or V1 W ¢ LLI F� a LL- O U O L v� a� N Z a, ) O a ' at U 'o L N N - DRAWN: MH/MS SCALE. N.T.S. PERSPECTIVE VIEW May 30,2007 SHEET NUMBER: N.T.S. A_0 REVISIONS: AllEr�, 3 a b O 0 SOUTH ELEVATION = SCALE: 1/8"= V-0" Y � w 3 0 W N H � en L� o Li o O If 1-1- fill 1111111 fill fill — — 0 Ej It Ill 1 Ill It 11 - - aif Ill - - 0 at U c N 1111111 e L b A) e y� W ® ^ V El ' /' EAST ELEVATION DRAWN: MH/MS SCALE: 1 8'= 1'-0" SCALE: 1/B"=l'-0" JOB+: May 30,2007 SHEET NUMBER: A-1 REVISIONS: - - SOON ,1 0 a U ^ 13 M 4' � � d CCC4 u' LL Q M ® Z r NORTH ELEVATION W SCALE: 1/8"= P-0" En 0 z a W z F..� W in a OHill 111111111111 C O U — — L v} — — O at 4 V o0 conUh I I I Ila LLLL.11 11 11 11 11 L O .O U) WEST ELEVATION DRAWN: MH/MS SCALE: 1/8"= V-0" SCALE: 1/9"=i'-o• JOB•: May 30,2007 SHEET NUMBER: A-2 REVISIONS: TS'-0" 6�_0 0 AXW61 AXW61 AXW61 AXWil N ---------------- n a a cV c a Q'' U i V/ 56'—T 1/2" 6'-11" o Y Z ----------------------------- cli 0 4 w L b N L_ 0 ------------------------------ b _0 U AXW61 AXWil . inc� ds T$'-0" a' U c tz t 1°n E 1ST. FLOOR PLAN s PROJECT NORTH � SCALE: 1/8" = 1'-0' U) DRAWN: MH/MS SCALE: 1/B"=1'-0" JOB•: May 30.2007 SHEET NUMBER: A-3 REVISIONS: �i,i O P' ti4 g Al q2 s �� VO• N G O� 1$ k�°�O ko U 1 ^ O s 4s I O 40.00' S 0 (n al -+ \•, w Old Soud'�`v-� rG�i o 1 STY WAREWOUSE ?� a oq` m o N 1 r W � _ V V 0 STY.OFFICE 1�• O GOV.PORCH O i 27.9__ 40.00' 10.00. O _ i % I alp 4 r f � - N 1 �i'• � e% I I L N} N 7 °20'20" E 79.49' - - N '=Z UTILITY POLE 0 t: --LIPA/NYT670-0 ------- ------------------- V } en E MUM M A V 1PdH lSJ J-Ce � PROPERTY:11517.67 SQ.FT. BUILDING:3120 SQ.FT.27.1 SITE PLAN DRAWN: MH/MS SCALE: 1"=50' COVERED PORCH:240 SQ.FT. 2.1% SCALE: 1" = 30'-0' JOB#: May 31,2007 LOT COVERAGE:29.2% SHEET NUMBER: r S-1 REVISIONS: Z'g p! 0 U � KOLBE MECHANINCAL d R., aagy�� 1/1/2 STY.WAREHOUSE/OFFICE I�y M try b 4 P,l O oP°` Cn 4 P q2 VO�G`SY P�OSAb 0�0�a0 O � Z 1 3 d I O cn I W 1 I O I+ W 1 V I O i 40.00 ~ I.i LL 0 N W o 1 Sn WAREHOUSE 1 STY. HOUSE USE m c 0 .W- O I .D I ---r-- I NOUSE I 7 STY.WAREHOUSE 2 STY.OFFICE 1 II I KOLBE MECHANINLAL xsn. 1/1/2 STY.WAREHOUSE/OFFICE L PoftcCu}HOUSE ZCOV. C 40.00. > LE O O'I I NI �I til I 1 1 cliI ■ ` C+ iA I 1 i v =+ ,r.��__��_��_—___ ��_—_�_ N7 °20'20"E76.48 _—_—___—_— ___—_—__ On UTILITY POLE UTILITY PAQLE _� UTILITY POL`F _._._._.V. UTI�SY44S��___._._.r._� --.__—__ UTILITY POLE RR CROSSING UTILITY POLE L1P77N1T�&71._-- —.—_—._—._._.—_,__.�IYPA%NYi 670 —_._._.__._. ._._._._.___._._._—_._._.____pLIPA/NYT 669 SOUM AVj P AVERAGE SETBACK 23.9' 300' .. .. 300' � DRAWN: MH/MS SCALE: 1"=50' JOB R: PROPERTY:11517.67 S0.FT. May 31,2007 BUILDING;3120 S0.FT. SHEET NUMBER: 27.12 SITE PLAN COVERED PORCH:21030.FT. -� z1r. SCALE: 1"=50'-0' LOT COVERAGE:29.2% ww REVISIONS j 0 4� 4 aSV ��o` rm TRAFFIC SLAB r 2 FOR SEPTIC TANK LAnfRDN LA5T7�1 ,. CAS [RCN I,_^.�, t191 NO DWELLINGS W/I ' `� ' �a . t:.>�. GRADE,52' aD �Nh �T 1 FpV[p COVER YMAX COVER Y-O'MAX PO� SEPTTC-. O�Z;,sIA SCPTSL LMEl�12,,5LOPE- - 12, b" r,4'DfA SEPTIC,3MCI f/S i2%OPE "p9' 150` OF PROPERTY �'�- ' ' ' �• LINE Y(f INV - --___-_ 44F INV� INV 4T 4SF DOOM® A 1200GA oN n i'��A R County ¢ I Or iWS1 SEPTIC TANK SL1 �• E' :. SUffO . Otlnt I3epartment a.Health oerviec.11, {-} `'�� APPrava for Construction-Ot: fir Than Sir_,gle Y Emily °LO SOUNO NOAVF 0j.`� 00 o PROPOSED SEPTIC SYSTEM DETAIL Reference No. c(o-07 %C 1?esifrl Flow N.T.S. '• SEPTIC TANK LEACHING POOLS MHOO ER°,DgT+m Op0 ygti lk +To Use(s) __ rla,� /(---- �4 NOTES NOTES FOTAMETERX12'DEEP Al These plans hav been reviewed for general conformance with Sufful. 11-MINIMUM SEPTIC TANK CAPACITIES IS 1200 GALLON$. 11 MINIMUM LEACHING SYSTEM IS r DIAMETER A lY DEEP LEACIQNG POOL 3'_O-MIN CLEAR SAND g. 2).0 ONCRETE SNALL HAVE A MTNIMUM COMPRESSIVE STRL'NGTN OF 3000 M AT 21.COVERS TO BE CAST Ilion 2'-0'MIN 6ROlNU W ATER 2P DAY3 a .9 A County Departm t of Health Services Stant+ards relatir.? A� 31 SLABS SMALL BE PRECAST REINFORCED CONCRETE supply (T 1 [ RD t0 �'la.r, 31 WALL THICKNESS SHALL BE A MINIMUM OF T%A TOP THICKNESS Dr r TRAFFIC ` $�• _ 1 ��p ��/ and se' age disposal. Regardless c any QIiIIS JI��Li,� BEARING COVER AND A BOTTOM THTCKNESS Or 4-ALL WALLS,BOTTOM AND 4)A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LIKE SMALL BE A V N� TOP SHALL CONTAIN REINFORCING TO RESIST AN APPL7FDFDRCE�300 psf MAINTAINED AT ID'. LEGEND S�� „ inconsistencies or lack of detail, construction is required to be 1 41-ALL S0INT5 SHALL BE SEALED SO THAT THE TANK I5 WATERTIGHT 5I AN r MIN DISTANCE BETWEEN ALL LEAC;KW POM5 AND SEPTIC TANK SHALL `�� I BE MAINTAINED y (V\ O �J� accordance with he attache +' ��+_ G DRAINAGE: ^ d pCA"m4L conditions and applicahl EP AREA:2911.1 SQ.FT. �(311dards,unless S ecifically waived by the Department.This approvalN 51.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WRH A MAY TOLERANCE OF♦/-1/4-�ON A MINIMUM 3'THICK BCD DF COMPACTED * SAND Oa PEA GRAVEL GRADC.SI.1' Y O 1A K ( @ 1007L RUNOFF:486.2 CU.FT. ayT7fires 3 ao G)A 117 MIN OSTANCE BETWEEN SEPTIC TAW ANO BUILDING SHALL BE MAINTAINED (OL) DARK BAOWNSA-LOAM + PROVIDE:V DIA.X 12'DEEP DRYWEL.L '-I' yWA•rS fro 1 the approval date, unless extended or renewed r' ----------- 1' 01 I'm) BROWNSTLTYSMD %MORrY THAN REQUIRED + U L� ----------- 3.OY MORE THAN REQUIRED 3 a 3 Approval Date p ~_ + �P I t Reviewer L� dry. c4q`� +qq 3 A U c FINISHED GRADE 411, �' 4 o IV) PALEBPOWMFIN[SAND +D' IW 04 %�OLE 0 E,.. Approved l 1CCC1:'u:.L;��.C':. °i1;.t}: 4:^;T*(: Rnf 11 •I;,,W � � i.. w _v/g %' °• G; Ov' I q deter minat; ,n uat,.... -- _-.U en_ q ..- ASPHALT 4 R - o 82 GALLON EXISTING STORAGE TANK SEPTIC D$I SYSTEMBOLLAR 17• ; ZNO WATER ENCOUNTERED �+ f EL,- P-1 (9/3/07) Cn TEST HOLE DATA ti °� ,' -p EXISTING r~ a i -4 SEPTIC DATA SUPPLIED BY:McDONALD GEOSCIENCE tSt z. BOX 1000,SOUTHOLD,NY 11791 (631)765-3677 ° !' ! �' SYSTEM N W F:aSnNG cEssi'nQL TO 6f kEnovER I = V AND FILLED IN WI7'TI tLEAN SANQ.. GROUND WATER - - - - - - - EXISTING i1 t `,n.'•_°"��_{')�!! I' � z SEPTIC SUBMERSIBLE0 SYSTEM �^ TTl ._W_...., / tihF-W+• 1 STY. Vn t PUMPPJ Fr, r HOUSE5GALLONS SE PER MINUTE a ►W� �_f 1 S`CY WAREHOU q A r6 EL.52IW ` :,�@ u� ., : ,;1;�,. >','1`1r'F'IA WELL EL o , �'•1 _� �; '' "'� ,d'.� N T NO WELL OR SANITARY LAJ z WJ STY. cr) ASPHAL T n ... 6 WAREHOUSE W WELL v 41 FFER D.W.`: 2 5 .4FF. G (WELL IN HOUSE) 1.L. ~ 2 EL 52.61_. \ L_ 2 STY. O HOUSE _ 2q.5' 23.00'-/� 14.0 � :. : . �._.._. + WELL T 45 ca i 9 D.W. I Iv ALICE FUNN q0 v/,,� 3 j 50' MATTIE SIMMONS EXISTING SINGLE FAMILY HOME TO BE DEMOLISHED 11950 SOUND AVENUE Q - I 11700 SOUND AVENUE EXISTING SANITARY SYSTEM TO BE REMOVED AS PER Po Box 422 �ti o�R . b (MIN.10'BETWEEN WATER PO BOX 926 0 BUTTOCK COUNTY HEALTH DEPARTMENT REQUIREMENTS _ _ _ MATTITUCK,NY _ _ i I h�� LINE AND DRAINAGE LINE) I WELL MATTITUCK,NY 5 WELL �- ` -f--- 259.47'+/- (TO LONG ISLAND RAILROAD (M T.A. $ / N 77°20'20" E 78. $,Y�i( �ry .� SITE DATA: � � / ... . �a �tiy ASPHALT `y �'�dtTi~r' �„`.`rr ire .,..,P_fr`. «; a i`:;i' 1; a 14 SCTM 1000-141-03-44 SITE AREA: 2b4 ACRES UTILITY POLE - f P'----'?>' = V:O` i� tom) LIPA/NYT�670 ` ��w;,� i:� >r,vk N!C> , '�_ z Z + En W Y h y� h by + ti + ' r r=w- -� `-'�- -- a EXISTING: SINGLE FAMILY HOME P 5 PROPOSED: COMMERCIAL BASEMENT: 7%SO.FT. 1ST_FLOOR: 2964 SQ_FT- V DQ 2ND.FLOOR. 796 SO.FT. SITE PLAN Q .�,.. TOTAL: 4556 SQ.FT. cn ��jj� ��j� S. ALLOWABLE SANITARY FLOW (DENSITY): SCALE: 1" = 20'-0' `l 1 QJ GROUNDWATER MANAGEMENT: ZONEIV ZONE: LI y- ALLOWABLE FLOW FOR SITE(NO PUBLIC WATER): 300 gpd/acre ��1./ 300 gpd/acre x.264 acre: 79.2 GALLONS ALLOWABLE 17 SEWAGE DISPOSAL CALCULATIONS: PROPERTY: 11517.67 SQ. FT. PARKING LOT/DRIVEWAY: # �'"'•g� "� 5189.9 SQ. FT. (45.1/) SCTMI 1000-141-3-44L� BASEMENT: MS STORAGE T96 SQ.FT.@.04gpd/sf 31.8 GALLONS BUILDING: 2964 SQ. FT. (TOTAL) t�► �+�1 '� DRAWN: 1" / 0* 1ST.FLOOR: WAREHOUSE 2147 SO.FT.@.04gpd/sf 95.9 GALLONS WAREHOUSE: 2191 SQ. FT. LANDSCAPE/GRASS: N0 WELL OR SANITARY �� °N7 • �-+ � SCALE: 1"=20' 1ST.I SECOND FLOORS: OFFICE 1S92 SQ.FT.@.O6gpd/sf 95-S GALLONS 1ST. FL. DISPLAY AREA 773 SQ. FT. 3135.9 SQ. FT. (27.2%) PARKING: ('� .y �^ :r ''�"i t .TDB 9, TOTAL 213.2 GALLONS . . CONTRACTOR'S BUSINESS: ! �C� � July 08 2008 (2ND FLOFFICE: 773) 0 1 SPACE PER EMPLOYEE+ 2 SPACES 25.7/ ;; , a► r. SHEET NUMBER: r'' ,� SEWAGE SYSTEM DESIGN: PROPOSED STRUCTURE: 3192 SO. FT. OFFICE: 1/100 = 9 SPACES USE:MINIMUM SYSTEM FOR 300 gpd FLOW COVERED PORCH: 228 SQ. FT. @100% RUNOFF: 533.1 CU. FT. TOTAL: i i SPACES USE: GALLON SEPTIC TANK=0 FOOT DIAMETER,4 FOOT 2.0% PROVIDE: (No. 1-4) S' DIA. X 4 DEEP DRYWELLS 4'bM SOMI LIQUID DEPTH-S INCH TRAFIC COVER REQUIRED. CAPACITY: 169 CU. FT. EACH NOTE: (1)LEACHING POOL,9 FOOT DIAMETER,12 FOOT DEEP LOT COVERAGE: 27.7% 26.9 % MORE THAN REQUIRED PARKING SPACES No. 6-11: LAND BANK D ECEHE & � T ��p� 1g 200� SURVEY OF PROPERTY �J SITUATED A T A� BLDG.DEPT. � -�� ROAD) OFSOUTHOLO MATTITUCK S NORTH •. :. S%GN e °• .` ° . a � CRp551NG C : EOGE of P aVEMENT Rpd1 ROPE P TOWN OF S 0 U T H 0 L D ,irrSUFFOLK COUNTY, NEW YORK pK mt CE a • a °- 4 � G i NFAOiEs ' C 25$•4•' t S.C. TAX No. 1000— 141 -03-44 SCALE 1 "=20' APRIL 11 , 1997 N 7N OMON.N° DECEMBER 4, 1997 ADDED PROPOSED COMMUNICATIONS TOWER 1 DECEMBER 18, 1997 REVISED PROPOSED COMMUNICATIONS TOWER OW10R1N° ro N1 c1 C. Zo �C��t ��'C-- MARCH 3, 1998 REVISED PROPOSED COMMUNICATIONS TOWER w. ,N �� JULY 13, 1998 ADDED PLOT PLAN .ts. o o.s 1 o W G-� ci /7 rX-1 DECEMBER 18, 2006 UPDATE SURVEY APRIL 17, 2008 ADDED SPOT ELEVATION O. ( � I JUNE 16, 2009 FOUNDATION LOCATION o 'V o. O., 03 AREA = 11,518 sq. ft. lz nz 0.264 ac. o �o a 3 n � � � Z 0 c y F CERTIFIED TO: COMMONWEALTH LAND TITLE INSURANCE COMPANY SEIFERT CONSTRUCTION CORPORATION Z lik FJ GERARD HOLDINGS LLC BRIDGEHAMPTON NATIONAL BANK 2O C� �Zo 01 i y \ 0 U1.�`� �0.5 \i�.Ds• �G�i. OrOF. p z, `z.� t�NCE��'W• \\�� P�� C�(y G � GONG' G�5 LA011 w �� 2 � �F m A`V by �� UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF �� VC SEC11OION209 OF THE NEW YORK STATE EDUCATCOPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. \ CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Y THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED tk 0�� /� Corwin �' BY THE LI.A.LS. AND APPROVED AND ADOPTED Q FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. OFN64,Y Land Surveyor �I p.F T C0�'Q,f Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 �O OFFICES LOCATED AT MAILING ADDRESS s`�� (' 322 Roanoke Avenue P.O. Box 1931 i�'Z N.Y.S. Lic. No. 50467 Riverhead, New York 11901 Riverhead, New York 11901-0965 SURVEY OF PROPERTY A SITUATED AT MATTITUCK ROAD) RT TOWN OF SOUTHOLD a 5WG SIGNO a CRps �SO (SORT ° EOGE'OF p aVEMEI>Z G e• : e �1_ROPE 1N 11A <p°�� SUFFOLK COUNTY NEW YORK � a'�'� MN �p3.E. S.C. TAX No. 1000- 141 -03-44 4d 4. Gd' ° '• . a ••° SCALE 1 -20' a APRIL 11 , 1997 DECEMBER 4, 1997 ADDED PROPOSED COMMUNICATIONS TOWER ND CURB d' a°e DECEMBER 18, 1997 REVISED PROPOSED COMMUNICATIONS TOWER Cc C'. �N BB`G�PN B`pCK o1 0 '. a :E��CF c s MARCH 3, 1998 REVISED PROPOSED COMMUNICATIONS TOWER FENctW ° 0 " JULY 13, 1998 ADDED PLOT PLAN °'S De F wP 1 9 W N DECEMBER 18, 2006 UPDATE SURVEY A. APRIL 17, 2008 ADDED SPOT ELEVATION Z o � CH d .. OJ JUNE 16, 2009 FOUNDATION LOCATION � GZ R °•e ':e NOVEMBER 2, 2010 FINAL SURVEY OOF � GPS u d d $ •' a �° AREA = 11,518 sq. ft. a ° PA r 0.264 ac. .w !L i pR\Es/ d' ° ° .e n Z O� c'c'^y '° •a' '• y Z d 2 CER TIFIED T0: COMMONWEALTH LAND TITLE INSURANCE COMPANY 0":; �^- SEIFERT CONSTRUCTION CORPORATION G ?z �o. a ° FJ GERARD HOLDINGS LLC N a? y °o• ° . •° BRIDGEHAMPTON NATIONAL BANK a G o C) n AZ N e •° Z O a: M i0 G � a ♦/� e:-1 31 4 d d\a .° e• .° Q °.• e e A \d. Q0 d E �• 22' ;n d a A' ON 0' d CPS 0 C]�� NCC t 1 W• SECP K .' G p PRK\NG a ° .� o�� P ° .e O 1 �1. ° . b NCH\NG d P00 °. C 'fit N �ROR.' 0 c Cow es C,tL , �... d _ FD ls� �LP C_ , "S_ UNAUTHORIZED ALTERATION OR ADDITION F�hG' GQ 3 �, i•; TO THIS SURVEY IS A VIOLATION OF VP SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. C.) is ._ I r Q. �.4 C'�f?! COPIES OF THIS SURVEY MAP NOT BEARING (i art THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Po w �` TO BE A VALID TRUE COPY. Y ::. + .( c� CERTIFICATIONS INDICATED HEREON SHALL RUN C) ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND �rer LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. O C= .( n--nn THE EXISTENCE OF RIGHTS OF WAY v rri AND/OR EASEMENTS OF RECORD, IF 00 . ANY, NOT SHOWN ARE NOT GUARANTEED. 0 C C•D lrn PREPARED IN ACCORDANCE WITH THE MINIMUM m STANDARDS FOR TITLE SURVEY&-AS-ESIABLISHED = C < BY THE L.I.A.L.S. AND APPROVED,,AND,ADOPTED Nathan Taft Corwin III mM FOR SUCH USE BY THE I�E')YOkK-STATE LAND TITLE ASSOCIATION. �p� F7 C '0 � 0 Land Surveyor -ice Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS N.Y.S. Lic. No. 50467 1586 Main Road P.O. 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S) v " REVISIONS Z r fin TAAPFIC EANKR FOA SEPTIC TANK mo GAAD CASTIRON CAST IRON LOVER LOVER i'-0'MIN g SERTI C-_ 22(;LIA 1-n-ClNE lJZ-4*12�L� r 4*DIA SEPTIC;LINE @ 1/1 C?SLOPE LSwE �Er -25•_ `=1'----`--- TnP ❑nnn® � .l DOD Al w SEPTIC rAwc �•/ NP PROPOSED SEPTIC SYSTEM DETAIL 0� --1 o r ➢3OlNpA�E A� '®�1e�®��'� N.T.S. 5 �O C=nn❑ A�� SEPTIC TANK LEACHING PQQLS nnn0 15 1 /� LEpp,D AMR) p po ` L A NDTES NOTES 1"OIAMCTERX O L 11 MINIMUMSEP�IC TANK UPA[I'fIE5IS 120116N-LONi 1{-MINIMIAI LEMMING SYSTEM IS SDIAI'fETERXI7 DCEP LEKNIN6 POIX. 3_91 MSN w' 93' STRVCTEO OF PRECAST REINPORCED CONCRETE CLEAN SAND 21 CONCRETE SHALL NAVE F MINIMUM COI'RRESSNE STRCNGTN OE 3000 P9 AT 21 1474LEACRIEO A POOLS ARE TO BE CON 2f DAYS TOR EWAI I $ 1 31 WALL THICNKSS 5MALL BE AMNIMUM OP 3.A TOP TNICHNE55 D<G'AND A 31 ALL COVER55NALL BE OF PRECAST REINFORCED LdLRETE TOR EQUAL] z BOTTOM T4iCHNE5S OF A-ALL WALLS.BOTTOM AND TOP SMALL CONTAIN KI A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE i 0 REINFORCING TO RESIST AN APPLIED FORCE OF SOD W MAINTAINED O O 41 ALL IOINTS SHALL BE SEALED SO THAT TIE TANK IS W ATDM6RT LEGEND � � . DRAINAGE: T'M 5I AN r MIN DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TAM(5NALL N�(.� �a� EP 2 AREA:2911.1 96- C H $1 THE SEPTIC TOR SH ALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A BE MAINTAINED O\�� !hY /•V MAX TOLERANCE OF N-1/1'1 ON A MNMUM 3"TNICN BED OF COMPACTED )))) @ 100%RUNOFF:486.E CU.FT. SAND OR PEA GRAYFl ,� PROVIDE:8'DIA.X 12'DEEP DRYWELL n GI A5'MN DISTANCE BETWEENSEPIICTORANDBUILDINGSNALLOLEMAINTAINED LP CAPACITY 501 CU.UI U O 3.0%MORE THAN REQUIRED i a m I 3 d 1 G NA I ST 4 O ca 9M FINISHED GRADE �L I 3 A IOL] DARK BROWN SANDY LOAM ! 1 i' Ito EST HOLE •� (SMI OROWNSILTYSAND I(] a9 I \ M °• _.._ I� A ASPHALT ... ..... t+ m LAND BANK { I �I _D W' I EXISTING 82 GALLON ° " STORAGE TANK n NI 4 ,. I' SEPTIC , I `� SYSTEM 1 10 B0LL,4RDS I ` ` F. \ A {SPI PALE BROMM PMC SANG EL F Fi. t .00 EL: Z 98L. 983 9 ` wsTING LE55PDOL TD St REMOVED W 17' AND FILLED 1T1 WITH CLEAN SAND GROUNDWATER -- - - -- _ _ TERPNCOLNTERFD �' • f,�DI] EXISTING o 0 - SEPTIC /I ... __........_ V / SUBMERSIBLE TEST HOLE DATA SYSTEM// / r�, I %/ w 1 STY PUMP ►-► I_ D-W._, . HOUSE 5 GALLONS DATA SUPPLIED BY:McDONALD GEOSCIENCE �� r WAREH©USE PER MINUTE BOX 1000,SOUTHOLD,NY 11791 (631)765-3677 W 1 1 to / 0- s z =.1 N lea ' - oa. _< (s, Z TYPICAL WELL ,, - °" W a I L, N.T.S. DRAINAGE: �,. cc ccW / •y AJ f1 � Ll ARE:A.'t T78.9 SO.FT. 7 In 100%RUNOFF:390.6 CU,FT. ASPHALT *^ < I ! W PRO IOE:r DIA.X 10'DEEP DRYWELL PROPOSED STRUCTURE: 3192 SQ. FT. CAPAICITY:417.5 Cu.Fr. @100% RUNOFF: 533.1 CU. FT. TORE THAN REQUIRED t.... .._.......-. EXISTING SINGLE FAMILY HOME TO BE DEMOLISHED \ PROVIDE: (No. 1-4) S' DIA. X 4' DEEP DRYWELLS FFER r._- , (y EXISTING SANITARY SYSTEM TO BE REMOVED AS PER CAPACITY: 169 GU. FT. EACH , 2 g , OFFIC I DO p.W.`` s \ t GIs do SUFFOLK COUNTY HEALTH DEPARTMENT REQUIREMENTS 26.9 % MORE THAN REQUIRED $ 6 ` 2 , .' I rF. Q O 2 STY. , 2: 5 _ _ &. co SITE DATA: PROPERTY: 11517.67 SQ. FT. HOUSE G4V' GH 00'1 - -i- - Ln., SCTM#: 1000-141-03-44 0 , 23.00 SITE AREA: 264 ACRES BUILDING: 2964 SQ. FT. (TOTAL) 1`L•5 - - - - _j 3$.0 - T�A�D. .a._„ La BE PEMCVEP WAREHOUSE: 2191 SQ. FT. �wElL �i m LAND BANK - ��. I O D.W. ; EXISTING: SINGLE FAMILY HOME 1ST. FL. DISPLAY AREA 773 SQ. FT. 3 (2ND. FL.OFFICE:773) - .............IMm: a'BETWEEN WATER I / ��i i 11 _ PROPOSED: COMMERCIAL BASEMENT: 796 SQ.FT. ... 20 i 25.7% ,��/ 1ST.FLOOR: 2964 SO.FT. qi / 1El3 LINE AND DRAINAGE LINE) I WELL I _ v, N RNM:t� - WELL 2ND.FLOOR: 796 SO,FT. COVERED PORCH: 229 SO. FT. - - - i N 77°20'20" E 78.48' TOTAL: 4556 SO.FT. 2 0% 259.47' +/- (TO LONG ISLAND RAILROAD (M.T.A.)) V ALLOWABLE SANITARY FLOW DENSITY : / ASPHALT LOT COVERAGE: 27.7% _U_TILIT_Y POLE__•- __-_-_-_-._- -_-.------------------------------ �` i'" D z GROUNDWATER MANAGEMENT: ZONE IV t_IPA/NYT 670 1 W G ALLOWABLE FLOW FOR SITE{NO PUBLIC WATER): 300gpd/acre PARKING LOT/ DRIVEWAY: � I (f� Y 300 gpd/acre x.264 acre: 79.2 GALLONS ALLOWABLE 5189.9 SQ. FT. (45.1%) `� SEWAGE DISPOSAL CALCULATIONS: LANDSCAPE/GRASS: � AVENU� i--,•� o Q 3135.9 SO. FT. (27.2%) .�,b.,-.; ,..:;k,'b;A'>s BASEMENT: STORAGE 796 SO.FT.@.04gpd/sf 31.9 GALLONSS. ' ~ 1ST.FLOOR: WAREHOUSE 2147 SQ.FT-@.04gpd/sf 95.9 GALLONS - PARKING: 1ST.$SECOND FLOORS: OFFICE 1592 SO.FT.@.Obgpd/sf 95.5 GALLONS '- CONTRACTOR'S BUSINESS: 213.2 GALLONS - "� �_ TOTAL: 1 SPACE PER EMPLOYEE+ 2 SPACES ! SITE PLAN- SEWAGE OFFICE: 1/100 = S SPACES )v�AR �SYSTEM DESIGN: C!') TOTAL: 11 SPACES USE:MINIMUM SYSTEM FOR 300 gpd FLOW T x ��A ��• IR 0II =8 FOOT DIAMETER,4 FOOT OU'►i�Lttss-)��++7V GGYYJE SECTION � t � `� '� •�' �� x� 1200 GALLON SEPTIC TANK NOTE. ;�<<>23V{!;A'!CN.�CF..f;: ":'i i'AT TIIE CONDITIONS OF TI IE SITE PLAN LIQUID DEPTH-8 INCH TRAFIL LOVER REQUIRED. APPROVAL SE'C F- F.7 ii TNT,!C F ESOI.UTION OF APPROVAL DATED ' '' (1)LEACHING POOL,9 FOOT DIAMETER,12 FOOT DEEP PARKING SPACES No. 6-11: LAND BANK / _ 2�0� AI> ACCt:PTED.(SF.E CONDITIONS ON REs01 UTION) AlltJ[!C , '+y - w * DRAWN: MH/MS jl. I SCALE: 1"-20' r:,F,r x T^raTNA NNE t/LG.set =S��t'/�1 - .. _.._ . .. SOB ri /O•uNt,� 1 ( _3' -S}/ V 4,qt � March 05, 2008 _f! Sl� •- --_ 3 J /� / / d �' SHEET NUMBER. VATE ((y� / �, � S �' "XFK.d k',IA'E JFc,.J /'c?�e X srp :b.M M ZONE. LI ,�.CT S ' 1000 - 141 - 3-44 TCl%N a 97 SOUTHOLD PLAN141NI G taOATRT) P,'J1-� L?Si:,`.dl.TilSCI: 11TLE DATE / �124'"J NOTE:Ile approved site plan Shall he valid for a period of three(3)years from ti-x,date a.approval as per REVISIONS 0 N h N N a ry C x v Z v Ej Ln p U =+ H 0 D 2' ZJDJ o (631)29oa1036 � 5' 3 J H Q F— LLJ 21 oo AIL V LA— SCALE : 1 /2 �o O 3 t. 6 it � � z SIGHDETAILA Q SCALE: 1" = V-0" O o V D � cLo L O y— ., O DRAWN: MH/MS SCALE: (SEE PLAN) JOB#: s i r.. i I.;:,. k <, �,. .x .t:,°r. , •+ SHEET NUMBER: :e SOUTH DATE o REVISIONS GAF 5o YEAR ULTA WEATHER WOOD ASPHALT SHINGLES FASCIA BOARDI I 1 11 « 1 b IwCH 4THCH IT'NATERAL PAN RDWC PAINTED WHITE AEDCEDAR ', TRIM SHINGLE SION '17H J O.B�1 �►. III I,1 .� !9+e0 II II 00 DO sTANpNG SEAM COPP[R ROOFING ��} 14N14 PAINTEDwRTTE PERM CAST PAINTED WHITE COLUMN WORD 6ATE Ill NMI! 1111111 H11111 l+i AIVERAIXNPATTCRN FV ""T., �N SOUTH ELEVATION U L7 T-N SCALE: 1/8"= 11-0" C U N .E i }t '�' �1• U o 0o ATNTED WHIT 6INCH p BANE DOAR715 AIHTED WHITE FRICZE BDARO AT 5o YEAR ULTRA -- WEATHER WOOD ASPHALT SHINGLES - &INCH PAINTED wHItE _ ORNER BOARDS 1 r NATURAL If REDCEDAR SHINGLE STDING If I I� PAINI ED Wit FASCIA BOARD RAS WNC 15 DEGREE BMN DOOR TRACK DOWNWARD WALL LIGHT 'FRTENOLY LIGHTING' WRAPPED AAOUND _ TN ROUGH SAWN - - FDCEDARBOARDS m \V/RED CEDARBOARD E BATipNTED WHIT PI lu m, I ROD it , , , , I I i I PERMnLAST Ef-"csFO _ . NATURAL OWEMS COFTTNTNG Z CONCRETE ANCR ROCK PAERN c El El RICK PAVERS O EAST ELEVATION - Q SCALE: 1/8"= V-0" ` W J ---- - - --------- -- - - ---- -------- W -GAT 50 YEAR ULTAA Li WEATHER W000 6INCH _ - ASPHALT SHINGLES PAINTED WHTTE ARNI'ED WHITE - — rRIETEBOARD —ATNEBOARDS nIxTFO wOTE �fASC1A BJAAD - REDa1 RAL RED CEDAR NTNGL E SIDING O ♦mW RAN WAPC 45LL REEL16W PAINTED WHITE DOWNWARD WALL LIGHT TRIM "FRIENDLY LTGNRNG" b INCH PAINTED WRITE CORNER BOARDS AOU6H SAWN RED CE iNG DAR BOARD E RATION $ti O Ix POSED NATURAL V CONCRETE NORTH ELEVATION L L z SCALE: 1/8"= 11-0" w Y D --- -�- — — b INCH ANTED WHITE --- _ — — Z AIMED WHITE PANE 80AMS • FRIUC 80ARD -- _ 6AF 50 YE M ULTAA ASPHALT SNIN6LC5 W WINCH TRIM AmrED wHrrE PNNTFD wHIIE �y j(�y FASCIA BJAAD j{)(•/�Y ."'Iy 4T� �N'7'�J'� ��`4,. 1 L'NATUAR M DRAWN: MH/MS RED CEDAR +� _ tt NINGIE SIDING ROUGH SAWKbaoAN PAINTED WRITE �//��7,1. q�.H �r 1 P F 7"4 Al WARD E NATiON om BOARDS l U C P N�11,Ky r•••`� I A ,.}w �>.t y�p 14x14 sIDING �:"A,• fN' N (( 15" yVA 99 p SCALE: C oo PAINTED WHITE "� ��.�••� � SCAL# 1/O"= 11_0.. PERMACASt EOLUMN �I PL�"tNItJING P ,R�l '#: '' �,., Tm-«,,�r;.,�.�;, �51,f. JOB TONE EAP � r' oo ,,:,I o ,,:,, r:+- s;*r• March 05,2009 TPVPA° 1 v a�r� F SOUTH }L® SHEET NUMBER: OWENS CORNING - 'CONCRETE `'.. -RIVER gDCN PATTER . RS K PAV LT A D T WEST ELEVATION DATE It SCALE: 1/8"= V-0" Am REVISIONS 72'-0" l 4 B 1 (SHOP) (BASEMENT) i SLAB ON GRADE UNFINISHED/UNUSED c°on (NO BASEMENT) BASEMENT 0 N U L, � m � V o Z Lr3 O PROPERTY LINE . _ _ --� �-i �- yy� 4- i -� y -aL � PROPERTY LINE ry FOUNDATION PLAN, y y 1 - - y - - - - -� - J -� -� , - - - ---�- -� -� J PROJECT NORTH y y s H s . s s .� s s w s w s " s s " -1 . s s s s a~ s " s w s SCALE: 1/8" = V-0' a a } . o u w s a y " w " w w a } a 3 " f ° t m J " 1 " z . . . . 4- y_ 4- -Y- i -Y- 's- -� i 4- -i. -aL -L- -i- -'L.7g'-O�i 1 i. .-1•_ ,� ,-� _.e._ i. ,� .i ,� _e... 6�_0�� 'Q J- .1. 1 1 _l '"'� 1 J- 1 J- J- -4 1 '�� -I-V5 U w w 1 t J "AVW3i-2 l AXW3 2 -i -A- -b._ -A- O rl N Lo z RECESSED ` Q O LIGHT J ` . z t V F- 56'-7 1/2" Z a o - a s ° o i�� y RECESSED to M LIGHT t*1 C PHOTOMETRIC _ LIGHTING RADIUS O RECESSED s LIGHT V „o _ z AxW_1 2 AXW31-2 t AXW3 2'AXW Q . - .Ym7C i5 DEGREE - .'W'XK DEGREE - -- - --WP2LK bEGDEE - - -'W XK DEGR£E - Q WALLtl"'T WA4L f.JGHT - WALLIIGHT WALL t$GNT "TNIENDI_Y 4TGN}YNG _ - ',FflIf170l.Y LSGHTING'- - - - 'FWOLYU&NTIHfj' - `fN1ENDLY tffHTlW - O 10'�k'MIGH r-v WOH z O Q Cn PHOTOMETRIC PHOTOMETRIC \ LIGHTING- LIGHTING RADIUS y' :,� RADIUS i.. 1 ST. FLOOR PLAN _ �� V , �, PROJECT NORTH . ! �r, t '" ' DRIVEWAY � �. i 11 — i 1 SCALE: 1 8 — 1 -0''.. DRAWN: r" SCALE: 1/8" aP '� yw D Sr � v �+,,�. ^a� JOB#. wk� 11 R y«14,P' +t. x :, March 05,2009 PLM BER: �` 4 i " ,L s � u� �dCa'.�1 'w :{� SHEET NUM • L � 1 �- J- __-X-� -1- � 1 � y �"�' 1 __.�X-�_ 1 � 1 '�""� 1 � 1 � 1 � 1 ':i:�I g g} �t ,r�r �y CX -Y_ 4- -Y_ -Y__- -v__ -A- -Y_ -'� -1L -lL_ 4- -Y_ 4_ 4- 4- 4- 4- -4L J. --�- J. __ __ J- —�- J- J. DA I E I( ce.- A-2 _PROPERTY LINE s y�_ s " _ " . —s_ _ � j _s _. _s s _" --s_ s�� s " s H s _ _s _s _ PROPERTY LINE _ REVISIONS H N U L7 H C1 0 �" IL � •wv' n 20'-11" U �:z wvouzaz � `. z UA D42an EGRESS EGRESS — /2" ER � � o 20'-0" rI Lo LL. N, I- z ----------- p, o _ J W N ® N 3 u- ® EGRESS P 2ND. FLOOR L A�f PROJECT NORTH V SCALE: 1/8" = V-0' - D z w Y Q D 5 cn 37 L 14 K� :a" '� DRAWN: MH/MS v. fla SCALE: 1/8"= 1'-0" JOB#. March 05,2009 SHEET NUMBER: Ams3 � 1 1 a. REVISIONS: REVIEW SET 09/26/2008 PERMIT SET 09/29/2008 REVISED SET 12/12/2008 REVISED SET 12/29/2008 REVISED SET 01/06/2009 i �A�AAM . 40 78'-0" ------- A 3'-2" 1 21'—21/2"(TO 1ST. FLOOR O.S.BEARING WALL) , I � ' 56'-91/2 ; 21'-11/4" (TO FOUNDATION O.S.WALL) 5'-8"; 9'-91/4" 5'-81, N I ^ "�+ OUTLINEWALL ABOVE - - - -- --- -- _-...-.- --- ----.__.--------- --_--- .-___._..... _ - -- -.. _.- -- ---- -_-- - - � �t_ - 2820BASEMENTWINDOVV _.._ 2820BASEMNTWINDOW F EXTERIOR % ' r 1,2820 '�- -�-... „., ' I ' a I. ?. 1 w 1 x I I � W C o .._ CC) •]3�8 ._ tt`` lv`- ��;•--�� t'",.1 � 10"THICK w ( `----- G] O o 10"THICK , cc ':�__,.-.' - y JF— CONC.WALL 1 w L_"= "� ` '' > �+ h CONC.WALL ` [� 7 1 m `e 'Z'� U' Q I G m I 1 � D I I V I �.�, I w 1 '0 O Q I 1 W I 1 I I 4l N-I OK STEEL a i U I Ln 1 I i I 1 rn I ! fl 1 x 1 1 ^! � W 1 O LL ' N I I I I N7 I I 1 I 1 I I w 5X5X1/4 STEEL ' ' ' z ; 48X 80X12 CONCLUMN / ' I„ ' ' p ' FTG.,REINFORCED 2/CC(MIN 4 I ' ' 1 _ J LL' ' E b_ v w F*- NOTE: I w n ; , ; •-----; z `^ O SEE SECTION FOR w r 16X16 CONC.PIER w/ ' O O WALL DETAILS I � `� � ' C S L„ 4, 24X24X12 CONC.FTG. ' C p O '..L.� x ocD ; ' 3'BELOW GRADE(TYP.) ; zco Ow _ SHOP 1 o I 1 ^ t fQ-a N _ 7 1 L-----------------'--' ('ti ' -- - SLAB ON GRADE j' o BASEMENT �: ; o rn a O 0 N LO 1 , ' {.c 12"THICK WALL W5X19 STEEL GIRDER p ; w/8"STEM WALL V \ i r ' ; c (SEE FLOOR PLANS AND SECTIONS) C; G ' v I •-----I 4'WIDE ' I UP 16R11T 1 1 m 00 I 1 1 J Q ' 'Q n iI ! ---------- I 1 I I I � 1 I � I ' i•,I � 1 ' I � � b, ! 1� `- } � 1 `: ' I PAVERS TO B INSTALLED� O� " -----, E ST LLEDI �+ �l 1 I 1 O n - l} V I y {/ 1 ON COMPACTED SOIL ce N W ' 1 ' , i I I � W_5X194TEEL GIRDER � r I I: I 1 0) W ti O10"THICK •---- 1--� , I Ilrn Ix CONIC.WALL 1 , 1 I , 10"THICK ' _ I CONIC WALL n -- ------.,,___ _ ,--------- ---- ------------------- tD OUTLINE OF EXTERIOR WALL ABOVE ; (CUT OUT ABOVE) g, g11 7, 3„ 4'-11/4„ 1 , 56'-91/2 21'-11/4" (TO FOUNDATION O.S.WALL) MASON TO REVIEW , 11/4" PAGES A-7 & A-8 21'-21/2"(TO 1ST. FLOOR O.S.BEARING WALL) PRIOR TO CONSTRUCTION (FOR FOUNDATION DETAILS) Q 1 �7 78 0 1).10"THICK POURED CONCRETE FOUNDATION,3500 psi.HEIGHT AT IV-6" 5).FOUNDATION SLAB TO BE 6"THICK,3500psi CONCRETE ON COMPACTED FILL. Q �D (BASEMENT AT 9',STEM WALL AT 2'-6"). REVIEW CROSS SECTIONS FOR HEIGHTS INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING AND CONFIRM WITH GENERAL CONTRACTOR PRIOR TO CONSTRUCTION. WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE Q EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS PER SECTION R406 REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE OF N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING.SEE WALL BETWEEN AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL tq SHOP AND BASEMENT WALL THICKNESS CHANGE FOR FIRE WALL ABOVE. JOINTS.CONTROL JOINTS SHOULD BE NO LES<; iAN ONE-FOURTH THE U lk m in 175 W THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL ow"O I I r PLAN 2).VERIFY CUTOUT DIMENSIONS IN FIELD WITH GENERAL CONTRACTOR. SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4.iNCH THICK SLAB IS TO BE NO S D 0 N PROJECT NORTH 3).VERIFY OVERALL FOUNDATION DIMENSIONS IN RELATION TO OUTSIDE WALLS MORE THAN 16 FEET. c. •r"'I ABOVE.REVIEW CROSS SECTIONS AND CONFIRM WITH GENERAL CONTRACTOR 6).VERIFY INSTALLATION OF 3"N-LOK STEEL DECKING PRIOR TO CONSTRUCTION. T� E SCALE : 1/411 11-01 PRIOR TO CONSTRUCTION. 7).PROVIDE 2-2X ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES V 1 4). FOUNDATION TO BE INSTALLED ON TO 24"X12"CONCRETE FOOTING. ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FOOTING TO HAVE(2X4) KEYWAY AND 3-#5 CONTINUOUS RE-BAR. FIBERGLASS SILL GASKET. ALL FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM 3500#CAPACITY). 8). PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A MINIMUM 8"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. DRAWN: MH/MS � �✓ j` ) �r ` SCALE: 1/4"=V-0" JOB#: January 06,2009 SIIEET NUMBER: REVISIONS: REVIEW SET 09/26/2008 PERMIT SET 09/29/2008 REVISED SET 12/12/2008 REVISED SET 12/29/2008 REVISED SET 01/06/2009 sm"w■ 78'-0" ® 1 I 12'-6" 12'-5" 6'-21/2" 3'-''" I ' I ' I ' OUTSIDE OF EXT.WALL a EXTERIOR WALL TO ; TO BE 1-1/4"PAST THE LINE UP WITH THE FOUNDATION WALL ' ' FOUNDATION WALL FOR a ' CULTURED STONE (TYPICAL) AXW31-2 AXW31-2 AXW31-2 AXW31-2 IV a Ln rl; 2 2 EMERGENCY H LIGT EMERGENCY LIGHT ( ) HDR.i: X12 _ LIGHTED EXIT SIGN 7'-714" 11'-10/: CLOSET o o' Q <. 3 HOUR FIRE-RATED DOO R I.. "' I ��. (PER CODE)w/ ° SELF-CLOSING HINGES ° BATH &STEEL JAMB JDI OFFICE No. 1 ;m N I :.. :� N (2)2X6 POST 13)1-33/4X14 ML /��3/8"STL.FL.PLT. f i . .r'�.. _ FLUSH HEADER K'__ 3 E £RG£N �"LIGHT-' GHTED EXIT �N --1 HOUR UL RATED 1 HOUR UL RATED(TYP.) FIRE DOOR(TYP.) O FIRE DOOR 2 2X6POST _ 9�I w n 3 C] 1� U A 3 w Lu .f� a Q -- --- O '- uj o -- V m A n r ^ak n Q© 2 SHOP o - OFFICE '" ^--' Ni� ----- -----; T U "�''''j V• i r� m :N & C] O t� VD 18Rlll -=i I M1--O' '.O 3 HOUR FIRE-RATED -s.sz"+/• Z n nC "--' (PER CODE)w/ (3)1-3/4X14 ML FLUSH HEADER _Q! i V! it---------- ------ i SELF-CLOSING HIN --- - . - . - . - . - . - . - . - . - . �m&STEEL JAMB ------------- ■ \ a ' w c_ ------------ I� ` 7 ��UQ 14X14F.G'." W ■2 � It ` ✓� COLUMN - ------- -- _ .('TYP'ICAL), O N _."..� }r�0 0 , a FIRE BARRIER BETWEEN u v 7 m PROVIDE A 3 HOUR - ----- N _ TRUSSES SHALL COMPLY WITH 2303.4&2308.7NYS BUILDING CODE. -� f LL TRUSS CONSTRUCTION DOCUMENTS SHALL BE SUBMITTED ______ o , TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO �u ■ ix M ; CONSTRUCTION AND SUBMITTAL TO BUILDING DEPARTMENT. IREBA IE ROOF.OFFICE AND BARRIER -P AREA. L � ____________ _rn „ - L. w .I r --- ■ DETAILS PG.A-9 N ' AS PER NYS BLDG.CODE - `" � � i SECT.706,TABLE 706.3.7 --- ---------- (SEE ■ -' w m ) I b ' qjz ----4'-2z/a" --- I d Z) Q' CN -----------------------------' ------------ , SOLID-CORE DOOR N $ _ _ _ 5 0/a" 0 r co r i r i `a DOOR SWEEP W/SC HINGES& I ; m AND LANSTAIR DING, o (OST '..,' i ! h m � 2 2X6 I w N TO BE NO LESS . . 'DN �' THAN 48"WIDE Z EMERGENCY LIGHT 1 1 1 i EMERG-ENCY LIGHT El ' ' ' LIGHTED EXIT SIGN (2)2X12 7-0" t AXW31-2 AXW31-2 AXW31-2 AXW31-2 � CO ' 3)1-3/4X9-1 ML HEADE EXTERIOR WALL TO ' ; OUTSIDE OF Ex I.WALL LINE UP WITH THE , TO BE 1-1/4"PAST THE FOUNDATION WALL ' INSTALL TRUSS � , FOUNDATION WALL FOR PLAQUE CARD (TYPICAL) ' ; CULTURED STONE L REQUIRED � I ------- '-------- A 0 .,r..l V 10'-1" 12'-5" 12'-6" 12'-5° 9'-4L2" 13'-4'/2" T-10" Q' o Q 78 0 t �J O 1).PLATE HEIGHT AT OFFICE:9'-0".PLATE HEIGHT AT SHOP:13'-10 1/2". 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 2-HOUR FIRE RATED INSTALLATION UNLESS OTHERWISE NOTED(SEE DETAIL 5HEET). J1 2).EXTERIOR WALLS AT SHOP TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C..OFFICE WALLS TO BE FRAMED WITH 2X8 DF#2 @16"OC. 10).EMERGENCY ESCAPE DOORS SHALL BE PROVIDED WITH PANIC AND FIRE EXIT HARDWARE PER SECTION 1008.1.9 NYS BUILDING CODE. W 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. S LA N PROJECT NORTH. RL1ST 11).DOOR THRESHOLDS TO COMPLY WITH 1008.1.E NYS BLDG.CODE. 4).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 12). LOCKING HARDWARE FOR DOORS TO COMPLY WITH SECTIONS 1/411 ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 1008.1.8.3 AND 1008.1.8.7 NYS BUILDING CODE. SCALE ■ r— �, ' ®' MICROLAM HEADERS. �� 13). EXIT SIGNAGE TO COMPLY AND INSTALLED PER 1011 NYS BUILDING 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE CODE. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING w„•r�}r: HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 14). EMERGENCY LIGHTING TO COMPLY AND INSTALLED PER 100E , NYS BUILDING CODE. 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. 15).SMOKE AND Co DETECTORS TO COMPLY AND INSTALLED PER 904 NYS BUILDING CODE. �,'k. : J ;p ` DRAWN: MH/MS 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 t" :� ,'', SCALE: 1/4„_1,.0„ AND 2X4 WALLS AT R13. 16). FIRE EXTINGUISHERS SHALL BE PROVIDED PER NYS FIRE CODE, :, i JOB#; January 06,2009 8). INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL 17).WALL FIRE SEPERATION TO COMPLY WITH 302.3.2 NYS BLDG.CODE. S]IEET NUMBER: SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF , a ^ SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM , Q .� �,a y.•�T INSULATION P-0"FROM EXTERIOR WALL PLATE INTO BUILDING '•:.r,, •' ON CATHEDRAL ROOF PARTS. REVISIONS: REVIEW SET 09/26/2008 PERMIT SET 09/29/2008 REVISED SET 12/12/2008 REVISED SET 12/29/2008 REVISED SET 01/06/2009 78'-011 �►., wt on . �► 21'-21/2" �►sue` 7'-21/2" 71-011 71-0 II ol ------ B ------ A I I I I I I I I 1 I I I ry I I --------------------------------------1------------------------------------------------------------------------------------------------ - WUDH2422 WUDH2422fn I . ---------------------------------------------------------- ; 2X8 DF#2 Cl o g"p,� (NON-STORAGE) I 1 I I \ 1 I � 1 I 1 OFFIC: Nn 9 _ 1 I _� (2)2X6 I I ' ' 1 I POST I I2X8 DF#2 CJ p ' ' 1 1 (NON-STO GE) I 1 1 ' WINDOW FROM OFFICE I E ERGEN Y LIGN i TO ROLL-DOWN FIRE 3' I I 1 I ' I I SHUTTER INSTALLED. - �; (3)2X8 ML HDR. OPENING PROTECTOR TO COMPLY WITH SECT. C i i 715 NYS BUILDING CODE 1 CONFERENCE / RECEPTION ROOM r 1 1 `_ I 1 I clq SHOP BELOW � _ - _; CCyy � �.` 1.1—_.--_.-•, 0 1 I I � tO 1 I I 1 1 1 I1 --------------------------------------------------------------------------------------------------- �___. 1 rn co _ 1 --' ` S -1 \ �1 1 1 Qo O 1 I -j----- -�;�; �`•/ �' II •,,,� tl i" (2)2X6 1 1 M POST cv 1 1 I I I 1 r I 1 i - - _ ___ �- CATHEDRAL CEILING ----- 1 1 1 --- -------- I 1 - --- I I . ----------- PROVIDE A 3 HOUR _______ _ 1 FIRE BARRIER BETWEEN 1 ' OFFICE AND SHOP AREA. 1 1 ----------- (2)2X6 FIRE BARRIER TO CONTINUE - ! ,..a• AS PER NYS BLDG.CODE �� I POST UP TO ROOF.BARRIER _ - --- , I I I i SECT. 706,TABLE 706.3.7 (SEE DETAILS PG.A-9) I 1 _-- I 1 I 1 - � J � 1 - I I - 1 I 1 - 1 1 I I I I 1DN1 I I - ----------------------------- [EMERGENCYLIGHr (3)2X8MLHDR. ,ri(' -------------i----------------------------------------------------------------•_-------- -------------------- , 1 1 •---------------------------------------- ' ---- ' EGRESS ------------------------------------------------------------------------------------- ------------------------------------------ 1 -------------------- I I WUDH2422 I I I I , I I ' 1 ' I I 1 I I ' I I I .r..l 10'-8'/z" 10'-6" V 21'-2'/z" ol u u � 1).PLATE HEIGHT AT 8'-0". 8).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL 4 SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM INSULATION P-0"FROM EXTERIOR WALL PLATE INTO BUILDING W 3). EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. ON CATHEDRAL ROOF PARTS. S N PROJECT NORTH NDN LOOR PLmAN4). PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 9).ALL WALLS AND CEILINGS TO BE 2 HOUR FIRE RATING UNLESS OTHER OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS WISE NOTED, ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR E SCALE : 1/4 MICROLAM HEADERS. 10). EXIT SIGNAGE TO COMPLY AND INSTALLED PER 1011 NYS BUILDING 1 0 CODE. 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 11). EMERGENCY LIGHTING TO COMPLY AND INSTALLED PER 1006 HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING, NYS BUILDING CODE. 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS 12).SMOKE AND Co DETECTORS TO COMPLY AND INSTALLED PER 904 UNLESS OTHERWISE NOTED. NYS BUILDING CODE. 7). INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 13). FIRE EXTINGUISHERS SHALL BE PROVIDED PER NYS FIRE CODE. AND 2X4 WALLS AT RI 3. 14).WALL FIRE SEPERATION TO COMPLY WITH 302.3.2 NYS BLDG.CODE. {a DRAWN: MH/MS SCALE: 1/4"=1'-0" t JOB#: l January 06,2009 SHEET NUMBER: A-s REVISIONS: REVIEW SET 09/26/2008 PERMIT SET 09/29/2008 REVISED SET 12/12/2008 REVISED SET 12/29/2008 REVISED SET 01/06/2009 ®�■ARI�lR!! Ar �►•, . 4b 0 N CN H � OH �-] m NOTE: Y .I I SCISSOR TRUSS SYSTEM TO BE DESIGNED FOR 201b GROUND SNOW LOAD AND 151b DEAD LOAD 1 240 MINIMUM. s W u 0 12 ro � 112 f (v (OUTSIDE) 16" 1 ( 112 OH 1 I/�(INSIDE) RR @16"OC ^^ .. O T� V1 I 2X12 VALLEY PLATE 2 FASTEN TO EACH RAFTER w/3/8"DLA GALV.LAGS w/WASHERS O a a COPPER STANDING SEAM TRUSSES SHALL COMPLY WITH 2303.4&2308.7NYS BUILDING CODE. 16" ROOF OVER 30#FELT W � � TRUSS CONSTRUCTION DOCUMENTS SHALL BE SUBMITTED OHN TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION AND SUBMITTAL TO BUILDING DEPARTMENT., h'il 3 c w FIRE BARRIER TO TERMINATE AT INTERIO SURFACE OF EXTERIOR SHEATHING. v 12 O TO COMPLY WITH SECTION 706 AND ;; TABLE 706.3.7 NYS BUILDING CODE 2t 6 12 (DETAIL ON SHEET A-9) ¢ z E' (OUTSIDE) ac W .Q 12 v 4 LIDE) a 12 O ro cz M M ��- - •.+,%.+w..kts- . YWw+u«Y:.,.a" �...` .c::ss»,eT.:. ...u�.-x>w+w-.._..t ,x,x.m.,...'�r.,.an' .,%�,:".,...�.+v ^r. :.:. -..r�,.m....,-+�..-....+ :.,:.asiwrr,,.a.:..a.a.c.x...:+:K.....,..s.:ia..�....,<.b... ...:.'.�.C....__....,......r• ..u..»ul.ria.:: ur i OH T' 1). INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. 6). DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODW SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. O 2).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE .r..I W WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS S N PROJECT N 0 RT H ROOF PLAN. 3) APLY DIRECTLY TO TDHRIP EGEE DEDCK ALLF ANY UN ONG EAVES.DERLAY ALONG RAKE EDGES AND COMPLETE. (� 7).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. �� — �_ 1 4). USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS W/ USE GALVANIZED(ZINC COATED)ROOFING NAILS, 11-12 GAUGE WITH AT .j.�.� E SCALE.• 1/4 - 1 0 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. LEAST 3/8' DIA, HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. L/] USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT Q+ 5). ICE&WATER BARRIER TO BE USED IN ALL VALLIES AND INTERSECTIONS CUTTING INTO SHINGLE SURFACE. O Q WITH ROOF AND SIDE WALLS(TYPICAL). � O C4; �u/-� V1 DRAWN: MH/MS A _ SCALE: 1/4"=1'-0" JOB#: •. January 06,2009 • SHEET NUMBER: REVTSTONS: REVIEW SET 09/26/2008 PERMIT SET 09/29/2008 REVISED SET 12/12/2008 RIDGE VENT REVISED SET 12/29/2008 REVISED SET 01/06/2009 ------- RIDGE BEAM RIDGE BEAM __--------_ _ - --------- ---------------------------------------- ---------- --- ---- ------------ --------------------------------------- _ _ TRUSS POST ------ TO RIDGE ASPHALT ROOFING ------6 ----15#FELT UNDERLAYMENT-------,-----------:- 2X8 DF#2 CJ @16"OC PROVIDE MIN. I"AIRSPACE it BETWEEN ROOF SHEATHING 4 L L —Fin AND INSULATION Vi 12 F7171 M FIT FTIrl 9 42" MIN HIGH RAILING SCISSOR TRUSS(DESIGNED BY MFGR.)SUPPLIER TO PROVIDE ARCHITECT J- 2X6 DF#2 STUD WALL @16"OC L 5/8"CDX SHEATHING Ll �c (2)5/8"TYPE X SHEETROCK L.- WINDOW FROM OFFICE WITH DETAILED SPECIFICATIONS FOR Ed TO HAVE AUTOMATIC APPROVAL PRIOR TO ORDERING. ROLL-DOWN FIRE PROVIDE BUILDING DEPARTMENT 3) 1-3/4XI4 ML 3/4"SUBFLOOR 34"-38"HIGH SHUTTER INSTALLED WITH COPY PRIOR TO CONSTRUCTION. 14"TJ1560WOOD-1 FJ @16110C FL. HEADER (3 HR.FIRE RATING) LOAD MINIMUM REQUIREMENTS: TO COMPLY WITH SECT. L/240,20#GSL,15#DL STAIR RAILING 715 NYS BLDG.CODE (2)518"TYPE-X SHEETROCK (3) I-3/4XI 11 2X6 DF#2 STUD WALL ON WALLS&CEILING (2)3/8"STL. F PROVIDE A 3 HOUR T @16"OC FLUSH HEADER FIRE BARRIER BETWEEN 5/8"CDX SHEATHING % OFFICE AND SHOP AREA. :Fl- E3 Up FIRE BARRIER TO CONTINUE 6"CONC.SLAB,REINFORCED w/ 7-�' UP TO ROOF.BARRIER 9 DOORS TO 13E FIRE-RATED AS PER NYS BLDG.CODE #4 REBAR,3"N-LOK STEEL DECKING 2X8 DF#2 STUD WALL(glG"OC PEP,CODE(3 HR.)w/ 5/8"CDX SHEATHING SECT.706,TABLE 706.3.7 SELF-CLOSING HINGES& (2)5/8"TYPE-X SHEETROCK (SEE DETAILS PG.A-9) STEEL JAMB (TYPICAL) CULTURED STONE (AS SELECTED BY OWNERS) 9 6"CONCRETE SLAB,REINFORCED �,,; (GRADE) )�XY13X35 STEEL GIP DER, 0. C? 1 W5X19 STEEL BEAM i';10"PC FOUNDATION 0. 0. �'10"PC FOUNDATION 'a-A n rr=;—i 5X5XI/4 24"XI2"CONC; FTG. OP (REINFORCED) STEEL COLUMN DAMPPROOF EXTERIOR (3)#5 REBAR A-4 Q. A 0. 10.6 4"CONC.SLAB A-4 ------------------------------------------------------------------------------------------------------------------- --- . �� .. -" -- --I , ..- . A pe - --------- ----------------------------------------------------------------------------------------------------- ------ 48X48XI2 CONC.FTG. 24X12 CONC.FTG. REINFORCED WITH (3)#5 REBAR SECTION B-B #5 REBAR @12"OC SCALE: 1/4" V-011 SECTION A-A DID SCALE: 1/4" V-011 FIRE BARRIER TO TERMINATE AT INTERIOR SURFACE OF EXTERIOR SHEATHING. TO COMPLY WITH SECTION 706 AND TABLE 706.3.7 NYS BUILDING CODE RIDGE VENT if if if ;t' if ;I if if if if if if it if (3)1-3/4XI 6 i i ML RIDGE It if 11 11 11 11 11 It X I 1 11 11 11 11 11 11 11 11 11 11 11 11 II 11 11 II 11 11 11 11 11 11 11 11 11 11 11 I 11 II II 11 11 II II 11 11 11 II 11 II 11 11 II II 11 II 11 11 11 11 11 II 11 11 1 11 II II 11 11 11 11 II 11 II 11 11 II 11 11 11 It II 11 II 11 II II 11 11 II 11 12 I II II 11 11 11 11 11 II 11 II 11 II 11 11 11 11 it II II 11 11 11 11 11 11 II 11 1 11 11 II 11 11 11 11 11 11 II II 11 11 II 11 11 II 11 11 II II 11 11 II 11 II 11 1 II 11 11 11 11 II it II 11 11 II 11 II II 11 II 11 11 11 II II 11 11 II 11 11 11 ASPHALT ROOF I 11 II 11 11 11 11 If 11 If it 11 It It 11 if 15#FELT UNDERLAY I 11 II it 11 11 II II II 11 II II II 11 II II 11 II 11 II II 11 11 11 11 11 11 11 (2) PLYS 518"TYPE-X PROVIDE MIN.V AIRSPACE 5/8 CDX SHEATHING it If 11 11 If it 11 If 11 FIRE RATED SHEETROCK BETWEEN ROOF SHEATHING I 11 II it it 11 11 it 11 11 11 If It 11 11 1 11 II 11 11 11 11 II 11 11 11 II 11 11 11 II II 11 11 II 11 II 11 11 11 11 11 11 ON WALLS AND CEILING AND INSULATION It 11 11 It 11 It 11 If It It It 11 11 11 II II II I II II 11 11 11 11 11 11 11 II II 11 II 11 11 11 it 11 II 11 11 II II 11 11 11 11 RAFTER HANGER 1 11 11 11 11 11 11 II 11 11 II II 11 11 II 11 11 11 11 11 11 11 11 11 11 11 11 11 (TYPICAL) 2X6 DF#2 STUD WALL @16"OC 1 II 11 II 11 11 11 11 11 11 II II II II 11 11 11 II 11 II II 11 11 Ii 11 II 11 11 5/8"CDX SHEATHING 1 11 II U 11 11 11 11 11 11 11 II 11 11 II II 11 11 11 II 11 II 11 11 11 11 11 II If If 11 it 11 If if 11 It 11 If If If 11 If Is 11 11 11 If 11 If it 11 11 C� C� COPPER STANDING SEAM ROOF SCISSOR TRUSS(DESIGNED BY MFGR.) f SUPPLIER TO PROVIDE ARCHITECT 30#FELT UNDERLAY 5/8 CDX SHEATHING WITH DETAILED SPECIFICATIONS FOR WINDOW FROM OFFICE w7F APPROVAL PRIOR TO ORDERING. TO HAVE AUTOMATIC PROVIDE BUILDING DEPARTMENT ROLL-DOWN FIRE 12 2X6 DF#2 STUD WALL @ I 6110C WITH COPY PRIOR TO CONSTRUCTION. SHUTTER INSTALLED 3 4"SUPFLOOP 5/8"CDX SHEATHING LOAD MINIMUM REQUIREMENTS: TO COMPLY WITH SECT. U240,20#GSL,15#DL 715 NYS BLDG CODE 14"TJ 15 60 WOOD-1 FJ @ 16"OC C) 2X60A16"OU (2)PLYS 5/8"TYPE-X 2X8 DF#2 STUD WALL @16110C o PROVIDE A 3 HOUR FIRE RATED SHEETROCK 5/8"CDX SHEATHING 6X6 ACQ FIRE BARRIER BETWEEN (3)2XI2 DF#2 ON WALLS AND CEILING I I I I POST TO BE OFFICE AND SHOP AREA. HEADER SECURED TO FIRE BARRIER TO CONTINUE % HEADER& UP TO ROOF.BARRIER in ANCHORED AS PER NYS BLDG.CODE TO PIER �5 SECT.706,TABLE 706.3.7 P (SEE DETAILS PG.A-9) C? 14X]4 E.G. if C COLUMN j, C? 1 fir 6"CONC.SIAB,REINFORCED w/ AR,3",N-LOK STEEL DECKING • 6"CONCRETE SLAB.REINFORCED #4 REP (PAVERS) ' -j (QRADE) A ! A.- W8X35 STEEL GIRDER 16"XI6" CONC. PIER ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- - 12"PC.FOUNDATION F WALL UNDER 3 HR. cl. FIRE WALL(SEE FOUNDATION 24"X24"XI2" C? bo CONC. FTG.ON b, PLAN) 5X5XI/4 UNDISTURBED SOIL STEEL COLUMN 10"PC FOUNDATION SECTION C-C % . (REINFORCED) 4"CONC.SLAB o. DAMPPROOF EXTERIOR 141 SCALE: 1/4" V-01' IN 4- DRAWN: Nf H ms fr. SCAT,E: 1/4"=V-0" 24X12 CONC.FTG. 48X48XI2 CONC. FTG. 24XI2 CONC.FTG. 14 JOB#: 'lq y (3)#5 REBAR REINFORCED WITH (3)#5 REBAR, :1 January 06,2009 #5 REBAR @12"OC SHEET NUMBER: lk ow 9LI HOUR REVISIONS: • REV,['\w s O%zs/sOo© PERMIT SET 09/29/2008 REVISED SET 12/12l2008 REVISED SET 12/29/2008 REVISED SET 01/06/2009 56'-9Vz" un 12'-5" 12'-6" 12'-5" - „ ®►E�Qol FO 6' 2 z" 3' 2 I 1 I I 1 I , I I 1 1 I I I OUTSIDE OF EXT.WALL EXTERIOR WALL TO i TO BE 1-1/4"PAST THE y 0 LINE UP WITH THE FOUNDATION WALL FOUNDATION WALL FOR ^� 1 (TYPICAL) ; CULTURED STONE AXW31.2 AXW31-2 AXW31-2 AXW31-2 3'-0" j- -, o EMERGENCY EMERGENCY LIGHT1 (2)2X12 HDR. N y C 12'-6" LIGHTED EXIT SIGN 7'-7V4" 11'-10Vz" V CLOSET ' �C u co s /14"T1156t11x�nnD-1 FJ rc�16"OCR/ , w .-, z t o # N BATH '� ® x ° �` Nt OFFICE No. 1 (2)2X6 1 POST s3�4X14 ML_/ 2L3/8"STL FL.PUT. _ - y FLUSH HEADER ERGEN LIGHT co GHTED EXIT N C " 3.0 � 3'-0"t7 C 1 ly, _ 1 HOUR UL RATED i HOUR UL RATEDLL � _ I FIRE DOOR(iYP.) FIRE DOOR MP.) (2)2X6 �^ " POST 1 , ce -- _ w UOC = I uj SHOP m a z J J 1 P m H — / 1 X O A i lJ.l I ------------ SHOP_____ -I m n OFFICE � �^- ^' M -� ' ,� ------ ------ I m ��" 0,1 N - N xAcli ON O W N Q 3'0" --UP laRln ' z "^ p -----------------------------" ---------- a.ez^+/- z 1 Li- 1 I (3)T-3/4X14 ML FLUSH HEADER --- — -- — in m 1 -- ----- t ,- - - - ce ------------ p ----------- - ---------- Ip 14X14F.G: -' -.. - - - tP COLUMN----- - ---- CTYPIC--------TRUSSES SHALL COMPLY WITH 2303.4&2308.7NYS BUILDING CODE. u - - - --- t p i TRUSS CONSTRUCTION DOCUMENTS SHALL BE SUBMITTED I - ------ t 1 TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO ____ - - -- a allo I ------- (x cxI CONSTRUCTION AND SUBMITTAL TO BUILDING DEPARTMENT. '� ----------- N 1 --------- — 1`� 1 --- ------- ce ------- — " WOOD-1 W w, 1 " - O 1 ----- -- 1 - ul p Lu l ----------- - --- -------- N.p ; N ------------------ ------ --------- 4'-23/4" I � � p --— X -�1 N' 57< u� - -------- SOLID-CORE DOOR W/SC HINGES& m z w 0 1 I I OR SWEEP p I hu �' = M STAIR WIDTH, i i i _ o (2)2X6 1 i w AND LANDING, ; I ID 1 j POST N 1 I G� HO BE NO LESS AN 8 WIDE 1 1 I I EMERGENCY LIGHT N WASUMEM MISSION! z EMERGENCY LIGHT 1 I I I 1 I , I {2)2X-2 H " DR. I 1 3-0 I I I LIGHTED EXIT SIGN , O AXW31-2 AXW31-2 AXW31-2 AXW31.2 7'-0" �u EXTERIOR WALL TO , O i 3)1-3/4X9-1 ML HEADE L LINE UP WITH THE OUTSIDE OF EXT,WALL FOUNDATION WALL i i TO BE 1-1/4"PAST THE INSTALL TRUSS �.,� �' j (TYPICAL) FOUNDATION WALL FOR PLAQUE CARD CULTURED STONE AS REQUIRED 1 I BILK DEPT. I 1 TO',°JP;OF SONHOLD 1 I 1 1 I 1 I I 1 1 0 . �..� 12'-5" 12'-6" 12'-5„ 6'-21/2" 3'-2" 1 13'-4h' T-10" 21'-21/" ✓ u Q 78'-0" �- 4 Q Q 1).PLATE HEIGHT AT OFFICE:9'-0".PLATE HEIGHT AT SHOP:IT-10 1/2". 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 2-HOUR FIRE RATED INSTALLATION UNLESS OTHERWISE NOTED(SEE DETAIL SHEET). V 1 2).EXTERIOR WALLS AT SHOP TO BE FRAMED WITH 2X6 DF#2 STUDS A7 16"O.C..OFFICE WALLS TO BE FRAMED WITH 2X8 DF#2 @la 16"OC. 10).EMERGENCY ESCAPE DOORS SHALL BE PROVIDED WITH PANIC AND [""OLOOR FIRE EXIT HARDWARE PER SECTION 1008.1.9 NYS BUILDING CODE, W P � 3). EXTERIOR SHEATHING TO BE S/8"THICK FIR CDX PLYWOOD. S N p RO J E CT NORTH 11).DOOR THRESHOLDS TO COMPLY WITH 1008.1.6 NYS BLDG.CODE, ` 4).PROVIDE 3•2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 12).LOCKING HARDWARE FOR DOORS TO COMPLY WITH SECTIONS E ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 1008.1.8.3 AND 1008.1.8.7 NYS BUILDING CODE. SCA LE : 1/4" = 1 �—O I MICROLAM HEADERS, 13). EXIT SIGNAGE TO COMPLY AND INSTALLED PER 1011 NYS BUILDING 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE CODE. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 14).EMERGENCY LIGHTING TO COMPLY AND INSTALLED PER 1006 NYS BUILDING CODE. ` y 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS ��of?,,s lY p UNLESS OTHERWISE NOTED. 15).SMOKE AND Co DETECTORS TO COMPLY AND INSTALLED PER 904 NYS BUILDING CODE. ,+& DRAWN: MH!MS 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 1 (r,' SCALE: 1/4"=V-0" AND 2X4 WALLS AT R13. 16).FIRE EXTINGUISHERS SHALL BE PROVIDED PER NYS FIRE CODE, ., JOB#: 8).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL 17).WALL FIRE 5EPERATION TO COMPLY WITH *1 + /'! �► rA FeUruary 10,2011 TH 302.3.2 NYS BLDG.CODE, = 's<•. SHEET NUMBER: SECTIONS TO BE PROVIDED WITH A V AIR SPACE BETWEEN ROOF u' 5 r SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM INSULATION V-0"FROM EXTERIOR WALL PLATE INTO BUILDING ON CATHEDRAL ROOF PARTS. f t � , r• '� RI=V' TON;I_ REVU 0 SET 09/2,'.,ME PERIl T SET 09/2il ME� REVISIT)SET 12/12,',00B REVISIT J SET 12/29''COB+ REVISI::)SET 01/06i1009— ♦xtll N1al.' .J I 4;1 I' •lr ;'-2V tt 7 011 71-01 Of 1 t ' - I I I � t I p ' I I , , N I I 1 --- - -^- --- -- -- -------- --- --- --- __ _--- ---- --- --- -- -_ --------- - --- --- --- -------- --- --- --.. .-_ ------- --- --- --- -- ----- -- ___ --- -- -- ------- - -- WUDH24 2 tiMI42 m, I ' Ott I I1 ._---_--_• -_... --_....-_. ...._.._--.-_-•_-_-__ _-_. -'- .---' _.__ __-. _..-......_. .._�.. ..-...__.•-__ ....-. .__-' _---- _..._-----• -__.'--_ .__-. -_-__" ----- - --• ---•,-_ ---.__-'_.____'__ --.•_- _rr �tlnl�nwllt�■n�■e��n _....�__ a�■ate■'1 't�._._._�!'�■ 1 Mimi 1 sn mmom i I NO NI,iTORit.GF) I 1 I 1 1 1 t I I 1 1 I 1 I 1 S1J_,�;'�C I 1 I I v n_r.I V lJ�,.2 t r tt) (2) 2X6 Pi:IST - + I 1 I + 1 1 I I 1 I I 1 1 (NC)-4-STO KIEi I I - .��,,��.��.. .�..�.��.�.��., ��•.��».��EI•ERGE1• LI,,•;-1 1 � Px1 ' 1 1 1 I 1r 13)2XF. 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CPO ..------------ --• --- '--- _ - _ - - _---- - - - (2' 2X6 I I r11 f-,9 I I t �• PI:IST I 1 I I _ I I �tb1� ('•I I• _ r• t 1 lT I ! �--t ATFII')RAL CEILINt; I 1 _ U 13 ICI 1 1 r_ a I 1 r 1 1 I t cl I 1 r a•-z—�:_r_ns_ j N 1 I I Pt1Fl� ,' I'I (2) 2X6 �• t I 1 1 I s LIC+1_TEp f_:IT 51Ci Itt_._---_---_ -_-• ---'._-_. _•`_ ___••--_ •-_-. ---•__-- __'•.-_• ._I_. -_--__ ....-. .-_« _- .._-.__-••._. ..-.... ........ -.__. �rERGEN-_YL IG (-.)2X8 ALH CR. ------ --_-----__------- ---• - Pill � 1 nom.ns■t■n■1 �,� - q - --- --- •� 1 n1ls�su xree■^e a1 + �_____ --- --- --- --__------ - --- -- ---- - --- '-- --- ------- - +- --- --- - ------ --- -_- _- -------_--- - -_- -_ -- --_ --- --- --- --- --- ------- --- - ' EGItESS _...---_--- --- --- - WLID-12422 I , , 1 I I t , I I t , ' t -- -`+` > ------- - 1 C , 1).1 LATE 1E1GIt I'AT f-0". 8).Il`ISULA.'E CFI 11NGS V1TH 1,30 IN ULAI"'ON.A LL CA HERE;AL SE CTIO"IS TO tE PRC NIDEC,WITI•.A 1"!tR SP,"CE BF'WEEK ROC) a, 2). :XTER OR W i•C)BE F 2AME)W1TI{2X6 )F#2:TUDS AT 16"O.C.. 51 tEATI E ING A 4D IN ULATI ON.A.SO PT OVIDI'1-1/2' THIC'I;FOA.)7 :1'? flfl 11•SULA'ION 1-0"FR)M ElOTERIC;2 WAI L PLA1 E INTO BUI I.DING3). :XTE:R OR SF-EATI-II NG TC I BE 513"THI-'K FIR CDX I LYVX OD. C:N CAI HEDP.i ROI)F PAl.TS.• rr �fl + ) c 14't FIR,��J _�'•T INK.) N � .)R6 Tf�1 � - 4j. ROVI)E 3- 0 DI•#2 HE ADER• OVER ALL , :T.T GS Uh LESS 9).A_L\X,A•.LS AN D CEII.NGS 1 O BE; HOLD 2 FIRE RA1l I IG UN_ESS C?CHER `y �v 11,' � Lo �' I Lill )THEI WISE dOTE[I.ALL )PENI JGS O s+ER 3 =T.TC HAVI 2 JAC K STUI)5 \,i ISE Ni ITED. —_ )N EA EH SIC E OF 1)PEFd'll!G.PR OV1DE 3 JAC{STUDS ON J EACH SIDE'F DR —t—, ' AICRC LAM I IEADE U. 10).I XIT Sis;NACY TO C:DMPL:'AND INSLA LLED I ER 1011 NYS 3UILDI NG I+ � L 1 "1/ 4 � \ � r.oDE. `C • r I �•�• • 5). I,LL EX I-ERIO t OPFI DINGS TO H,%VE DE SIGN-I'RESSL.RE UP)RADI S WHI RE iPPLIC ABLE. >ROVI)E DFI RI-PRI)TECT.ON 11,kNELS WITH FASTF 4ING I1).E"i :NCY I IGHTI VG TC,COIF+PLY A M INS 1'ALLF)PER 006 1ARD+VARE JNLES OPEP INGS iAVE MPAI:T GLA,:ING. 1,YS B1J LDIN,:,COD:. 6). kLL MI JLLS A tE TO RE PROVIDED WITI{2-2<DF#: STUI- POST: 12).S Pl .AND :o DE'EC70 iS TO COMP LY AN)1NS1 ALLEr PER ':I M JNLES, OTH.'RWISI NOTI'D, h YS BU LDIN,f COE):. 7). NSULl.TE AL.EXTE UOR,,ND D TERIC R WI'..LS.2:N 5 WAI LS AT ;19 13).1 IRE E.,TING'111SHER i SH/t_L BE I ROVII IED PF�NYS FIRE CODE. SND 2{4'iLLS Al R13. . ', .0 r" `> A R s" 14).'I JALL f IRE SI:)ERAI'•ON TI)C07,IPLY 1k'ITH:3)2.3.2 NYS E .DG.C ODL. ,�•._ _ :/ �' J t' $' DRA 1 v'N: L,H � yYr JC111 9: Fcbm uy Ol', 2011 . S EET I IUMY: 3R: { f' law`I RTVISIONS: 2 /� REVIEW SET 09/26/2008 SCTM # 1000-141-3-44 PERMIT SET 09/29/2008 Ukfr 77"PITERS CERTIFICATE REVISED SET 12/12/2008 hEWRED ZONE. Ll REVISED SET 12/29/2008 REVISED SET 01/06/2009 NO DWELLINGS W/1 ISO' OF PROPERTY CERTIFICA ION OF NAILING & COI INECTIONS J >� ¢a REQUI ED. .� �,• OCR. UPANCY OR ,,; � oA� WITHOUT CERITICATElll ®. �® Til DO NOT PROC ' WITH °'� E 2 ARE R�N..1 50. FT, FRAMING UNTI SURVEY Op0 O ^� r Ilk g 100% RUNOFF: 486.2 CU.FT. OF FOUNDATION LOCATION o + L O PROVIDE: B' DIA, X 12' DEEP DRYWELL HAS BEEN AP ROVED. SITE PERSPECTIVE P CAPACITY 501 GU. FT. N I 3 3.0 e MDR£THA'.I 2EQUIRED P*8 � w"D AS [ 1"I°�y � ..� APP U] H N� rn n + °' +°o II ? � DATE:-I IOa B.P.f 1 c 64 r c 0 �� \t� 0 s PLUM ING ,�el l� SQL'BY:_ �13ALL PLUMBIN, FEE._�__a_ IW 5T HOLE a NOTIFY BiJI_DI'NG D`PARTMENT AT � .� o &WATER LIN-S NEED ASTE I FOR THE C5 m t TESTING BEFOR COVERING 765 1 Z102 6 AP.q TO 4 PPJI C O ASPHALT lYI ® o I zl �,� + FOLLOWING iNISPECTIONS: � t✓ t I 1. FOUNDATION - TWO REQUIRED c u t rI '`•�\ � EXISTING U D 0 SEPTIC FOR POURED CONCRETE s u Z \° BQ L�4RG� T. SYSTEM 2. ROUGH - FRAMING & PLUMBING 4 �.0°+ F, 38,00 EL, 001 f t\,"Ra Z c o ti ^ r 3. I�lSLLATIOPI 4. FINAL - CONSTRUI TION MUST ° ° W1 t' �; � BE COMPLETE FO^ . . ° I -� ALL COPISTRUCT11�41N�HALL hIIEET THE REQUIl I.IJE 5%- T,� r E-N IY S� W EXISTING CESSPOOL 7p E=RE ✓ED = r" rNTS �'Sr;£1~I:�COD,...S OF Nt.:V. uNp VF EXISTING AND FILLED IN WITq CLEAN SA t j YORK STATE. NOT PONSISLE FOR '4 Q sEPrlc O O_ ; DESIGN OR CONS;RUC I'ON ERRORS. Q IL W SYSTEM m W 1 STY. E a SHOP �� HOUSE RET STORM WATER RUNOFF M1pp.L �o ° STY EL.5a6- o. SUANT TO CHAPTER 236 ap OF THE TOWN CODE. H rRT G0tv'PL•Y V!I`t H ALL COD OF -_.. oo O W NO WELL OR SAINITARY ® NEW YOTK STA-1 E & TOWN S Q u � U N 0. AS RE I . I CONDI NS N � WAREHOUSE ASPHALT r - - ' _ SOLITHOLD ivN Z6A SE zw,, 1 STY OU TO'.%FLA.NNI a 60ARD WELL W 4 �'i oUFFE _. _ _J, 4-Ii . I RIb I E S X �o° D,W. 2 STY: OFFICE O 2 F.r- (WELL IN HOUSE W m2 STY, EL.52.6' r+:..�.�a`,rl�.�i i •�.�^ i_. +.n :1�: � HOUSE _ 29_5 _ _ �: ~ p I.4EET T E F;A�'Ilr;'�. ;;'.., �` �I G ty- ......... 23,0_�r__j ........ O, '+ H t;� L00) (� WELL Cn IN r 1 ALIGE FUNK d, Q� 3 SO' I - MATTIE SIMMONS hf-'T-1, Z 118BO SOUND AVENUE y�0 � %r I� (MIN. 10 BETWEEN WATER 11,100 SOUND AVENUE r- MAOTTIBT CK4NY ° �� LINE AND DRAINAGE LINE) I WELL PO BOX 926 w WELL MATTITUCK,NY O W -�- 258,4-l' +/- (TO LONG ISLAND RAILROAD l A,)) a ASPHALTS\ _ UTILITY POLE�. ...........- - ......- - - - - -._.-.-._.-.-._.-._ LIPA / NYT 67 Z Q y°rye + dry °dry a FIRE INSPECTION w SITE PLAN REQUIRED BEFORE P4"fBFRCERTiF/CAr • OPENING ONLEADCONr SCALE: 11" = 20'-0' 03UM AV3N� CERT/F/CATE'OFO U FORE TABLE OF CONTENTS SOLDER USED EIVCR sUPPL YS Jysr /N`NA rl� EXCEEG EM CANNOT `/10 OF 10 PAGE No. DESCRIPTION : LEAL? PROPERTY: 1151"1.61 SQ, FT, PARKING LOT / DRIVEWAY: NO WELL OR SANITARY S-1 SITE PLAN, LEGEND, SEPTIC DETAILS 515S.S SQ, FT, (45,1%) BUILDING: 2964 SQ, FT. (TOT'AL) WAREHOUSE: 21SI SQ. FT, LANDSCAPE / CzRA55: S-2 SITE CONSTRUCTION DETAILS 1ST, FL. DISPLAY AREA 173 ESQ, FT, 3135,8 SQ, FT, (2-1,2%) PARKING: (2ND. FL.OFFICE: 113) CONTRACTOR'S BUSINESS: A-1 NORTH & EAST ELEVATIONS 25,7% 1 SPACE PER EMPLOYEE + 2 SPACES EXISTING SINGLE FAMILY HOME TO BE DEMOLIISHED PROPOSED STRUCTURE: 31e2 SQ, FT, OFFICE: 1/100 = 8 SPACES EXISTING SANITARY SYSTEM TO BE REMOVED aS PER COVERED PORCH: 228 SQ. FT, 6100% RUNOFF: 533,1 CU. FT, TOTAL: 11 SPACES SUFFOLK COUNTY HEALTH DEPARTMENT REQUIREMENTS � A-2 SOUTH &WEST ELEVATIONS 2.0% PROVIDE: (No, 1-4) 8' DIA, X 4' DEEP DRYWELLS C CAPACITY: IVB CU, FT, EACH NOTE: A-3 FOUNDATION PLAN LOT COVERAGE: 2-1.1% 26,8 'ro MORE THAN REQUIRED PARKING SPACES No, 6-11: LAND BANK SITE DATA: U SCTM M: 1000-141-03-44 SITE AREA: 264 ACRES D ? W A-4 1ST. FLOOR PLAN � U A-5 2ND. FLOOR PLAN EXISTING: SINGLE FAMILY HOME JA'N 1 ^ 2,n Q H 8tr, TRAFFIC SLAB i--I PROPOSED: COMMERCIAL BASEMENT: l96 50. FT, FF:52.6' FOR S TIC TANK BLDG.DEPT. C d laT. FLOOR: 2964 SQ. FT, {� C+ CAST IRO CAST IRON CAST IRON e A-6 ROOF PLAN COVER COVER I'MIN. COVER ''-0" "'" OWN OF SDUTHDCD 2'MAX. 7-C"MAX. 2ND, FLOOR: 796 SQ, FT, SEPTIC• 22.0;4�WIA.SEPTIC LINE- N I/4-12 8' 4"DIA. SEPTIC LINE g 1/8:12 SLOPE TOTAL: 4556 SQ. Ft, �I A-7 SECTIONS A-A, B-B, C-C LINE INV, 2 _ _ _ _ _0' 48.5' ALLOWABLE SANITARY 1=LOUJ (DEN51T�1'): 49.5' INV. INV. • 49 FOUNDATION SECTION, CONSTRUCTION DETAILS DID m GROUNDWATER MANAGEMENT: ZONE IV A_g oOoo PLUMBING SCHEMATIC, DEBRI-PROTECTION 1200GTA K ALLOWABLE FLOW FOR SITE (NO PUBLIC WATER): 300 gpd/acne SEPTIC12'-0"MIN 300 gpd/acre x ,264 acre: '113.2 GALLONS ALLOWABLE A-9 ENERGY COMPLIANCE, FIRE PROTECTION DETAILS PROPOSED SEPTIC SYSTEM DETAIL SEWAGE DISPOSAL CALCULATIONS: A-10 CONSTRUCTION DETAILS N.T.S. BASEMENT: STORAGE 7196 SO, FT, A .04gpd/5f• 31.8 GALLONS p ED ED 0 1ST, FLOOR: WAREHOUSE 2141 SQ. FT. 6 .04gpd/sf 85.9 GALLONS A-11 CONSTRUCTION DETAILS SEPTIC TANK LEACHING POOLS o 0 0 0 1ST. a SECOND FLOORS: OFFICE 15132 SQ. FT. m .06 pd/sr 95.5 GALLONS N07E5: NOTES: g I).M NIMUM SEPTIC TANK CAPACITIES IS 1200 GALLONS, I),MINIMUM LEACHING SYSTEM IS 8'DIAMETER X 12'DEEP. 8� DIAMETER X 12'DEEP y♦ LEACHING POOL 3�-D" MIN CLEAN SAND TOTAL: 213.2 GALL,, 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIvE STFRENGTN OF 3000 pat AT 2).COVERS TO BE CAST IRON. 2'-O" MIN GROUND WATER �t A-12 CONSTRUCTION DETAILS 2B DAYS. SEWAGE ,, , SEWAGE 6YSTEM DE81(3 I: ''r ,�� '��' DRAWN: MH/MS 3). SLABS SHALL BE PRECAST REINFORCED CONCRETE. +;{;,;iy ''�••' � 3). WALL THICKNESS SHALL BE A MINIMUM OF 3",ATOP TtHIGKNES5 OF B" TRAFFIC USE: MINIMUM SYSTEM FOR 300 gpd FLOW SCALE: (SEE PLAN) BEARING COVER AND A BOTTOM THICKNESS OF 4". ALL WALLS,BOTTCI`t AND 4). A MINIMUM DISTANCE_BETWEEN LEACHING POOLS AND WATER LINE SHALL BE A-13 CONSTRUCTION NOTES TOP SHALL CONTAIN REINFORCING TO RESIST AN AFPPLIED FORCE OF 300 per, MAINTAINED AT 10'. �4 "=` '" ( JOB#: 1200 GALLON SEPTIC TANK = 8 FOOT DIAMETER, 4 FOOT:< �- ;';' s Janual 06,2009 4), ALL JOINTS SHALL BE SEALED SO THAT THE TANK 15 1 WATERTIGHT. 5). AN 8'MIN.DISTANCE BETWEEN ALL LEACHING POOLS ANp SEPTIC TANK SHALL LIQUID DEPTH - 8 INCH TRAFIC COVER REQUIRED, ' r'; ) 5).THE 5EE'TIG TANK SHALL 8E INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A BE MAINTAINED. (1) LEACHING POOL, 8 FOOT DIAMETER, 12 FOOT DEEP „' SHEET NUMBER: , MAX, TOLERANCE OF N- 114")ON A MINIMUM 3"THICK<EED OF COMPACTED SAND OR PEA GRAVEL. 6). A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AND BUILLDING SHALL BE MAINTAINED. Ip S. 1w- REVISTONS: REVIEW SET 09/26/2008 PERMIT SET 09/29/2008 1.BLUE. 1. BLACK. 1.RED LETTERS. 2.WHITE BACKGROUND 2.WHITE. 2.RED. , M°o REVISED SET 12/2/2008 3.ORDINANCE NO. 3.ORDINANCE NO. 3.WHITE. O REVISED SET 01/06/2009 V VERIFY WITH CITY. ERIFY WITH CITY. REVISED SET 12/ 9/2008 rewwn oww 4.2"LETTERS. 5. 1 1/2"LETTERS. 6.3/4"LETTERS. v ,� ow�.�.0 � �, �� .,; ,:rr JOB NAME: Nt ? 1'o" 1' a. z 1 2 � , "�; �. , .�,w, � �� , DATE: L_ I G 1-1 -1 1 N G m q W �t TYPE: r n / WP `C F 4q '110'G%7 4 FIRI: I I I I - � I I I I 1. ADDITIONAL SIGN ONLY REQUIRED 5 N� I I P I I 2 AT VAN ACCESSIBLE SPACES. !%C 1 2, VERIFY WITH LOCAL CONDITIONS. J DESCRIPTION ®%�s+.e► 0 I I `? 3. VERIFY SIZE,COLOR,WORDING, PAR IING I I I I NO I I 3 ETC.WITH TRAFFIC ENGINEERING o Wallpack with cutoff glare shield for 70-150W HPS 70-175W MH or 42W Compact I I DEPARTMENT Fluorescent. All aluminum precision die cast construction with tempered glass lens. 30' 6 Y ORDER 11 OF THE PARKINIG I FIR MARSHAL ' I cutoff strip included. Lamp supplied. I ' I I PARENT I 1 ITY FIR i CODE*SEC.28 16 I I I PICK-UI 57 SPECIFICATIONS DIMENSIONS 9 Cutoff Lens: Refractor: 14 35.6 cm Tempered glass. Prismatic optics designed to minimize glare Finish: and throw light dawn and out. Heat resistant :� �- -' u m m \N borosilicate lass. , M Chip and fade resistant epoxy powder g TYPICAL PARKING SIGN ELEVATIONS coating. UL Listing: -� a 1'-0"w g' Housing: Suitable for wet locations. HID fixtures can y`� ,, N.T.S. Die cast aluminum, 1/2" NPS tapped holes be wired with 90 C supply wiring if supply ,� wires are routed 3" away from ballast. ' top, both sides and back for conduit or 22;0 cm E SIBILITY SIGN photocontrol. Hinged refractor frame. ACC patents: S Continuous silicone rubber gasket. N.T.S. RAB sensor and fixture designs are ' ".�..-�.... Reflector: protected under U.S. and International M ` Specular anodized aluminum, removable for Intellectual Property laws B /2 " 21.0 cm installation, Symmetrical light pattern Color: maximizes distance between fixtures. Bronze 4 Photocontrol: Weight: o Swivel Photocontrol 11.5 ( (V O 1 a .. •i 2 O METRIC PHOTO � 5 2 N 1, 4"WHITE PAINT v) 150W HPS 0 10`Mounting Height Q 5-0" 4'-0" 4�4' STRIPE. O n .,. .. _M1 . 2. PRECAST CONCRETE c� CAR BUMPER. -' O 3. HANDICAP SYMBOL PAINTED ° ON PAVING. 3 I 4. HANDICAP PARKING � � 1, � � SIGN POST. � 3'-0" 3'-0" S. CONCRETE CURB. � . ..,.,_. �.,....,.�...iw,�-.,...,�„ � I........_..�....,...._g _... ... h+'1 O 0 6. 4"WHITE PAINT i 45 1 1___1 11 i 6 STRIPES @ 45 DEG. H ANGLE @ 24"O,C. 4 3 2 1 0 1 2 3 4 (T 1. FACE OF CURB. Mu,'Tir?fos of t.*,nlTltt" 1 2. PRECAST TIRE STOP Mounting Multiplier O (WHERE OCCURS.) Height Multiplier Watts. HP$ t"11i CFL 9 3. 4"WHITE PAINT STRIPE. $ .5 175 1.0 10, 1,0 150 1.1 .0 12,, �..�.�...A7 100 .5 .fa 15' .4 70 A4 4 ORDERING INFORMATION 20' 4 r, VERIFY WITH LOCAL CODES "'--"`--'•'°`-'-`^°-�'�---^-�'~'�"•'- 3 Compact Fluorescent Total Lamp Lamp Starting Amps/Operating Amps Input LAMP Initial Lamp Lamp supplied with fixture Watts Type_ Base _ Ballast- - 120V 20t3V 240V 277V Watts ANSI Lumens Hours 42 - 42W GX24q-4 Elec HPF QT 0.38 0.3 0.2 0.17 46 0 3200 10000 PARKING STALL (MINI M U M Triple ACCESSIBLE STALL (MINIMUM) SCALE: 1/4" - 1'-0° Factory Installed Options Tamperproof screws (/TP) Double fusing for 208 and 240 volt (/FF) - Add suffix to Catalog Number Swivel Photocontrol (/PCs) Button Photocontrol for 208-277 volt (/PC2) Single fusing for 120 and 277 volt (/F) Button Photocontrol (/PC) 411 Note:Specifications may change without notice FINISHED GRADE 2"R(SEE NOTE) RAB Lighting, Inc, * 170 Ludlow Ave- Northvale, NJ 07647 • Tel: 888 RAB-1000 • Fax: 888 RAB-1232 • www.rabweb.com 02007 0 SURFACE o BASE KEYNOTES: '~_-- ?-1 4 3 1, PLACE 1/2"EXPANSION JOINT BETWEEN SIDEWALK COMP.SUBGRADE 0 7 AND DRIVE APRON,AND IN THE DRIVEWAY CENTER- CONCRETE LINE IF'W'IS GREATER THAN 20'. FILLER STRIP SHALL BE FULL DEPTH OF CONCRETE PLUS 1"WITH 6 8 TOP SET FLUSH WITH TOP OF CONCRETE. V # 1G 2. USE UNTREATED BASE COURSE MATERIAL EXCEPT WHERE ACCEPTABLE SAND OR �,^ � �.� •-^'l NOTE:STANDARD CURB SHAPE OF THE STATE IN WHICH d-� v GRAVEL ALREADY EXISTS. COMPACT TO ILL POST WITH CONCRETE ° G LESS THAN 92% THE PROJECT IS LOCATED MAY BE SUBSTITUTED. / U - Z J 96/o AVERAGE WITH NOTHING L ~'OF THE MAXIMUM DRY DENSITY(ASTM D-698). � , 1 3. SIDEWALK. „ `�' r�'.�'�� '' '�'• ,ram DOUBLE STAKE W/2"el LODGEPOLE DRIVE 4. 5'-6"MAXIMUM RADIUS. GUR5 '` STAKES Q 6" "WIDE,WHITE REFLECTIVE TAPE - r. � ;-y�J` -. ! '+�� • L.� \ 5. LIP OF GUTTER. 3' + + UNDISTURBED SOIL DRY, O 7 6. CURB RETURN. SEAL 1/2"DEEP G + + /� 7, GRADUALLY WARP SIDEWALK AS APPROVED N�T�S� .• � 5 �� BY ENGINEER AR MATCH DRIVEWAY GRADES HOLE W/MORTAR TIE/2 DOUBLE STRAND#12 GA.GALVANIZED WIRE + + FERTILIZE WITH 21 GRAM ��; IN 1/2"I.D. RUBBER HOSE. ALLOW 4 I.D. LOOP MIN. 4"DIAM STEEL PIPE 6 /\ \ ;'\/ OR AS NECESSARY TO REDUCE DRIVEWAY243 5 GALES 1 PER 01 GAL., PER REBARS AT TREE. LOCATE TOP TIE ABOVE FIRST SCAFFOLD. •�--I SLOPE TO ACCEPTABLE GRADE. . o o in �' N - 6'DEEP 8. INSTALL#4 X 2-0'DOWELS AT 12"ON ^ PAINT POST '� I I I I �� I FERTILIZE W/2 GRAM PELLETS, � \ CENTER IN CENTER JOINT WHERE CENTER #6 @ T-6" g �'I ' I ' I ' I , I 'I ' I '�/ ROOT BALL I S 4 PER 15 GAL,TREE, DRIVEWAY IS MORE THAN 30'-012"WIDE. LONG 27" ' I ' I' I I' I' ' SET 6' DEEP :2 9. STREET CROSS SLOPE. F. GRADE I ' I ' I ' I ' I ' SOIL MIX:2 PARTS NATIVE 10. 11/2"RADIUS. 9" / ' I 'I' I'I 'I ' I' I ' I ' I ' � ' I' I' I ' �\� SOIL TO 1 PART MULCH I l(lI I lI I I ROOT BALL 11. 1/2"EXPANSION JOINT. SOIL MIX: 2 SECTION PARTS NATIVE SOIL NATIVE SOIL I \ TO 1 PART MULCH GENERAL NOTES: 9 11 A. EDGE CONCRETE WITH 1/2"RADIUS EDGING TOOL. \ o B. DIFFERENCE IN SLOPE OF DRIVEWAY RAMP \�S o0 o ET POST IN CONCRETE \��\��\�� / \<I I I I I I I I I I I I i I I I� IIIII "\\ 10 10 AND THE SLOPE OF A LINE BETWEEN THENATIVE SOIL 1 MAX. GUTTER AND A POINT ON THE ROADWAY 5'-0" 0 1, 0 o r1�j �/\ 18 c ° a FROM THE FRONT EDGE OF THE GUTTER SHALL NOT EXCEED IS%. REDUCE DRIVEWAY RAMP o P WHERE REQUIRED. Ln o 0 � NOTE: PROVIDE 3 DISH. SLOPE,NOT GUTTER SLOE, Q . BREAKOVER ANGLE AT BACK OF APPROACH °o 0 SHALL NOT EXCEED 6%MAX. a 0 \ b�` C. LIP MAY BE ELIMINATED IF DESIRED. oo 1/4 6 0 ° pO \ ^ 0 DRAWN: MH/M5 2 D. CONCRETE SHALL BE MONOLITHIC 4,000 P.S.I. N -�--- SHRUB PLANTING DETAIL NOTE: PROVIDE 3"DEEP WELL. . '' p+d*, REINFORCED WITH POLYPROPYLENE MULTI- SECTION SCALE: N.T.S. Jr JOB#: r4` `"' •- FILAMENT FIBERS. 9 1/4" �- 12" N.T.S. ;' y,� January 06,2009 ST1EET NUMBER AST CONCRETE WHEEL STOP' TYPICAL IBOLLAR 7 DETAIL TREE PLANTING DETAIL OPEN DRIVEWAY APPROACH '}REC ,T.S. N.T.S. fit"' S-2 N.T.S. N.T.S. - - - - RE-VISIONS: REVIEW SET 09/26/2008 � PERMIT SET 09/29/2008 REVISED SET 12/12/200B REVISED SET 12/29/2008 . 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'-:1 ".- I 11 . , " - - l' ", , SHEET NUMBER: '4� ." . , * � � F", 7 , , � .'.lei"..lei".. I... �... ; ,". I I 11 A- 1 I REVISIONS: REVIEW SET 09/26/2008 PERMIT SET 09/29/2008 REVISED SET 12/12/2008 REVISED SET 12/29/2008 REVISED SET 01/06/2009 0.4 011 Air M", . 78'-0" 10 3'-2" 21'-21/2"(TO 1ST.FLOOR O.S. BEARING WALL) I , 2 21'-11/4" (TO FOUNDATION O.S.WALL) 5 -0' , o 5'-8 9'-91/4" 5'-81, „ „ I N 1 1'-0 �C OUTLINE OF EXTERIOR WALL ABOVE = Co '2B20BASEMENTWINDOW 28206ASEMENTV(/INDOW ^l m d' .-a ?t i I „ El o 1 mot, 9-.. _.1 73�8 fix., I I ,.� � ,� -co 101,THICK 10"THICK cc "' , w_ �— CONIC.WALL 1 w > CONC.WALL ; o } m I o ' U Q O I W ¢ ' F Lu _ Y 1 s V I �, I , 1 cc rn �r Q 1 i x 0) ;� I Q W 1 wx ' I 1 I I I w 1 C,1 w ' N O I 5X5X1/4 STEEL ' ' z ; COLUMN w/ 48X48X12 CONC. ' l ' 0 ' O FTG.,REINFORCED —R I "N w/#5 REBAR @ 12"OC(MIN.4) J < ^d, 1 %1 i by 'T7 I O m n NOTE: I n 1 •----- Z e., O SEE SECTION FOR 1 16X16 CONC.PIER w/ ; O WALL DETAILS ( I 1 , Q M'1"I C , 24X24X12 CONC. FTG. C p Occ �L.{ ' x ` ' 3'BELOW GRADE(TYP.) zco O V 1 ----- -----i w^ I O Q o SHOP 'o ----------I F, ---------------- 1 •-----I SLAB ON GRADE I 0 BASEMENT _ O V I f W5X19 STEEL GIRDER 12"THICK WALL w/8"STEM WALL �j -� , w O No (SEE FLOOR PLANS - ' Lu ' W AND SECTIONS) Lu ITT In I 1 •p _ �� 1 1 rf UP 164'RiIT 1 1 M CKDEl - i ,eff 3"N-LOK STEEL DEC INC, I I I „ W i----- ---- 1 ; •----- �/ uj I I I I i O , ---------- , ' ' •, ' i I I I' ° ---------- 1 I ^ d PAVERS TO BE INSTALLED' O O ---- -----, I I I tt I ON COMPACTED SOIL , W_5X191STEEL GIRDER ° --- �- v � _�- � ---- W � I M 10"THICK ' __1_� i 1 r CONC.WALL O � i +,.''' I ---- i--1 I I 1 Im 10"THICKCONC.WALL i I El ------------- - , - I OUTLINE OF EXTERIOR WALL ABOVE I UT OUT ABOVE) I 1 — — 1 1 1 5 So—91/2 ; 21'-11/4" (O FOUNDATION O.S.WALL) MASON TO REVIEW 11/4 PAGES A-7 & A-8 1 21'-21/2"(TO 1ST. FLOOR O.S.BEARING WALL) PRIOR TO CONSTRUCTION (FOR FOUNDATION DETAILS) C to T_� 78'-0" 1).10"THICK POURED CONCRETE FOUNDATION,3500 psi.HEIGHT AT 11'-6" 5). FOUNDATION SLAB TO BE 6"THICK,3500psi CONCRETE ON COMPACTED FILL. (BASEMENT AT 9%STEM WALL AT T-6"). REVIEW CROSS SECTIONS FOR HEIGHTS INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING AND CONFIRM WITH GENERAL CONTRACTOR PRIOR TO CONSTRUCTION. WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE O Q EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS PER SECTION R406 REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE OF N.Y.S. RESIDENTIAL CODE WITH A BITUMINOUS COATING.SEE WALL BETWEEN AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL O SHOP AND BASEMENT WALL THICKNESS CHANGE FOR FIRE WALL ABOVE. JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE 4_4 0 0 mum N D A I I N P 1 W 3).VERIFY OVERALL FOUNDATION DIMENSIONS IN RELATION TO OUTSIDE WALLS THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL 2).VERIFY CUTOUT DIMENSIONS IN FIELD WITH GENERAL CONTRACTOR. SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO (v S N PROJECT NORTH MORE THAN 16 FEET. ++t� ABOVE.REVIEW CROSS SECTIONS AND CONFIRM WITH GENERAL CONTRACTOR 6).VERIFY INSTALLATION OF 3"N-LOK STEEL DECKING PRIOR TO CONSTRUCTION. T/N E SCALE : 1/4I I _— 1 I-0fPRIOR TO CONSTRUCTION. 7)•PROVIDE 2-2X ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES4).FOUNDATION TO BE INSTALLED ON TO 24"X12"CONCRETE FOOTING. ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FOOTING TO HAVE(2X4) KEYWAY AND 3-#5 CONTINUOUS RE-BAR. FIBERGLASS SILL GASKET. ALL FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM 3500#CAPACITY). 8). PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A MINIMUM 8"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT, O.G.' �f''•y 'H'ist ._��' DRAWN: NIH/MS i R ` SCALE: 1/4"=1'-0" JOB#: January 06,2009 SHEET NUMBER: -s; c.I Fr 4G 1' ar . REVISIONS: REVIEW SET 09/26/2008 PERMIT SET 09/29/2008 REVISED SET 12/12/2008 REVISED SET 12/29/2008 REVISED SET 01/06/2009 78'-0" 56'—QV2„ 21'-21/" `�� ri:>: .40 m,,, 12'—6" 12'—5" 6—21/2" 3,_2„ op , I I , , , OUTSIDE OF EXT.WALL I , O BE EXTER FOUNDATION PAST THE IOR WALL TO ' N � FON WALL FOR � d' LINE UP WITH THE i CULTURED STONE cC FOUNDATION WALL AXW31-2 AXW31-2 (TYPICAL) AXW31-2 AXW31-2 __ � w Z EMERGENCY LIGHT - - (2),2XI2 HDP., EMERGENCY LIGHT ` LIGHTED EXIT SIGN - 7'-71A" CLOSET co - oIsW 0 0 i o a 3 HOUR FIRE-RATED DOO /14"T1I560 WooD-I FJ 0 (PER CODE)w/ d o" w N SELF-CLOSING HINGES n ® x o'I &STEEL JAMB BATH x OFFICE No. 1POST _ 1 13)1_3(4X14 ML_�.13/8"STL.FL.PLT. ry, FLUSH HEADER 1 ' \ $ E £RGEN LIGHT 7T IGHTED EXIT �N I O D 3,0" 3,0 1 u 1 HOUR UL RATED 1 HOUR UL RATED C Tw N l- , lnr G .t-' J.'.-! FIRE DOOR(TYP.) FIRE DOOR(TYP.) (2)2X6 1 CA POST w _ } .. W 2 17 p Gi m Qu'1-: 'LL W'I - m t T O o 1 A 3 IJ W O Z N O SHOP x m OFFICE a 3-� - '1-. ------1 ----- c� ------------ O Lu Ell ------ ----- Z Mao .,.] w UP iea IIT- M r 0 `O 1 \ ex 3 HOUR FIRE-RATED DOO -` -- s.sz"+/- ^Z' 1.V - ---- (3)1-3/4X14 ML FLUSH HEADER x I (PER CODE)w/ H 0 v -----------------------------i 1 SELF-CLOSING HINGES a. 1 try m &STEEL JAMB 1 1 ----------- I< 14X14f-G! 1 1 '1 , - 1 T COLUMN 1 (TYPICAL) L ----------- TRUSSES SHALL COMPLY WITH 2303.4&2308.7NYS BUILDING CODE. 1 ro ' TRUSS CONSTRUCTION DOCUMENTS SHALL BE SUBMITTED PROVIDE A 3 HOUR 0 --- m b LL , FIRE BARRIER BETWEEN W _____------- x z 1 ' TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO 1 I d w 0 , CONSTRUCTION AND SUBMITTAL TO BUILDING DEPARTMENT. OFFICE AND SHOP AREA. X IRE BARRIER TO CONTINUE _- _--- N ' UP TO ROOF.BARRIER v , AS PER NYS BLDG.CODE (v �14 TJ1560 WOOD-I FJ (g�16 oC__ ^ ' .._ N N - 1 1 G SECT.706,TABLE 706-3.7 r4 I, o 1 (SEE DETAILS PG.A-9) ' -- --23.4„ v - --- I 4 -----------------------------' _ SOLID-CORE DOOR 5'-0'/i 1 1 Q I m 1 1 , w/SC HINGES& m. 2 IFDO -OR SWEEP STAIR WIDTH. 1 1 o f o T6 I I 1 a N AND LANDING. m - v TO BE NO LESS iDN l'1 ' __ THAN 48"WIDE EMERGENCY LIGHT - El 1 1 ' 2X12 DR.LIG lu LIGHTED EXIT SIGN T-0„ ' AXW31-2 AXW31.2 AXW31-2 AXW31-2 io i 3) 1-3/4X9-1 ML HEADE OUTSIDE OF EXT.WALL I ' i TO BE 1-1/4"PAST THE EXTERIOR WALL TO INSTALL TRUSS LINEUP WITH THE ' FOUNDATION WALL FOR PLAQUE CARD F 1 Q 1 I CULTUPED STONE FOUNDATION WALL AS REQUIRED (TYPICAL) 1 I O U � 12'-5" 9'-4 2" 13'-4'/2" 7'-10" 12'-6„10 h--I 78'-0" O 1). PLATE HEIGHT AT OFFICE:9'-0".PLATE HEIGHT AT SHOP:13'-10 1/2". 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 2-HOUR FIRE RATED INSTALLATION UNLESS OTHERWISE NOTED(SEE DETAIL SHEET). 2).EXTERIOR WALLS AT SHOP TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C..OFFICE WALLS TO BE FRAMED WITH 2X8 DF#2 @16"OC. 10). EMERGENCY ESCAPE DOORS SHALL BE PROVIDED WITH PANIC AND FIRE EXIT HARDWARE PER SECTION 1008.1.9 NYS BUILDING CODE. W 3).EXTERIOR SHEATHING TO BE 5/S"THICK FIR CDX PLYWOOD. L A11).DOOR THRESHOLDS TO COMPLY WITH 1008.1.6 NYS BLDG.CODE. S N P R03 ECT NORTH ' 4).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 12).LOCKING HARDWARE FOR DOORS TO COMPLY WITH SECTIONS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 1008.1.8.3 AND 1008.1.8.7 NYS BUILDING CODE. MICROL E SCALE : '�" l ,�®' ALLEXT RI HEADERS. 1/4" 13).EXIT SIGNAGE TO COMPLY AND INSTALLED PER 1011 NYS BUILDING 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE CODE. �I•� � APPLICABLE.PROVIDE DEBRI PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 14).EMERGENCY LIGHTING TO COMPLY AND INSTALLED PER 1006 NYS BUILDING CODE. " t'\` 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS w 4- ' '► t dF t UNLESS OTHERWISE NOTED. 15).SMOKE AND Co DETECTORS TO COMPLY AND INSTALLED PER 904 11:4 r� �` DRAWN: MH/MS NYS BUILDING CODE. SCALE: 1/4"=V-0" 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 AND 2X4 WALLS AT R13. 16).FIRE EXTINGUISHERS SHALL BE PROVIDED PER NYS FIRE CODE. p 1!; ', ;'p JOB#: r.. ' �"*` }� y January 06,2009 8).INSULATE CEILINGS WITH P,30 INSULATION.ALL CATHEDRAL 17).WALL FIRE SEPERATION TO COMPLY WITH 302.3.2 NYS BLDG.CODE. SHEET NUMBER: SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF4 s' SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO BUILDING ON CATHEDRAL ROOF PARTS. ~~" A-4 REVISIONS: REVIEW SET 09/26/2008 PERMIT SET 09/29/2008 REVISED SET 12/12/2008 REVISED SET 12/29/2008 REVISED SET 01/06/2009 781-011 wi �' �. • �r s�aa 21'-21/2" 71-21/211 T-011 71-011 ol I ' I O 1 I N 1 1 --- WUDH2422 WUDH2422 - - - ---------------------- -------------------------------- ---- -------- --------- --------------------- c w 1 V d1 d ------------------------------------------------------------------------- ---------------------------------------------------------------- -------------- I 1 1 n 2X8 DF#2 CI n16"(�C_ --_ ; ; U - (NON-STORAGE) - 1 1 1 1 1 1 1 N 1 , OFFIGF No_ 2 0 ' I 1 I 1 00 (2)2X6 POST 1 1 I 1 I I I 1 I I I 1 t I 1 1 I 12X8 DF#2 Cl Q In, 1 I (NON-STO GE) I 1 I I i PTO HAVE VE AOU OOFFICE MA IC E cRGEN Y LIGH ROLL-DOWN FIRE 3 SHUTTER INSTALLED. - (3)2X8 ML HDR. - O I I OPENING PROTECTOR .— ITO COMPLY WITH SECT. 715 NYS BUILDING CODE 1 ' - 1 1 - 1 CONFERENCE / RECEPTION ROOM 1 1 I ! 1 1 I SHOP BELOW ------ ® -';, N 1 1 _ O 01' -----------M- f Ali �• `11-----i 1 I ---; --;------------------------------------------------------------------------------------------------------------------------------------------ -----� --------- TO �` ; (2)2X6 ; ' r^ w I 1 ` ; POST N \ Q 1 I { v 1 I N 1 1 T 1 1 I 1 I - CATHEDRAL CEILING I I 1 V I I 1 1 _ 1 1 I I _ ____- _ - - _Z -.------------- 1 1 I 1 II - --------_- I 1 Z i 1 1 ----------- N I O 1 1 I I It1 I PROVIDE A 3 HOUR - _ ; FIRE BARRIER BETWEEN o I I I.:. _�_ 1 1 I 1 1 FIRE BARRIER ROOF. BARRNUEIER (2)2X6 RIER Y POST cv i 1 I I AS PER NYS BLDG.CODE 1 1 SECT.706,TABLE 706-3.7 -- ----------- .,-^ - - �- 1 � (SEE DETAILS PG.A-9) - 1 - 1 I 1 DN 1 LIGHTED EXIT 516N ' ' ' II I I 1 I 1 iYx -------------- I I 1-_. EMERGENCY LIGHT I 1 1 I 1 (3)2X8 ML HDR. 1 ' . ---------------------------------------------------- ---------- --------------------- --- 1 I EGRESS •-------------------- ' ----------------------------------•--------------------------------- ---------------------------------------------------------------------------- ----------------------------- � WUDH2422 I I , 1 I , I I 1 I t , I J 1 ' I 4I 10'-81/2" 10'-611 V y� z 21'-21/2" U 10 C zzH O � 1).PLATE HEIGHT AT 8'-0". 8),INSULATE CEILINGS WITH R30 INSULATION,ALL CATHEDRAL SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF Q� 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. SHEATHING AND INSULATION.ALSO PROVIDE 1.1/2"THICK FOAM �-I--I INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO BUILDING 3). EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. ON CATHEDRAL ROOF PARTS. T/N G 'ImE V1 iv IR z0""' N mLOOR 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 9).ALL WALLS AND CEILINGS TO BE 2 HOUR FIRE RATING UNLESS OTHER N PROJECT IV 0 RTH D ® P L_ mN OTHERWISE NOTED.ALL OPENINGS OVER 3 FT,TO HAVE 2 JACK STUDS WISE NOTED. ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 10).EXIT SIGNAGE TO COMPLY AND INSTALLED PER 1011 NYS BUILDING SCALE : 1/4" - l '-O' CODE. 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 11).EMERGENCY LIGHTING TO COMPLY AND INSTALLED PER 1006 HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. NYS BUILDING CODE. 6).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS 12).SMOKE AND Co DETECTORS TO COMPLY AND INSTALLED PER 904 UNLESS OTHERWISE NOTED. NYS BUILDING CODE. 7). INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 13).FIRE EXTINGUISHERS SHALL BE PROVIDED PER NYS FIRE CODE. AND 2X4 WALLS AT RI 3. 14).WALL FIRE SEPERATION TO COMPLY WITH 302.3.2 NYS BLDG.CODE. '4 DRAWN: MH/MS >. �� '�;�:�.•-;;��:.... � JOB#: tk! t' a January 06,2009 `e" SHEET NUMBER: 4;1- s REVISIONS: REVIEW SET 09/26/2008 PERMIT SET 09/29/2008 REVISED SET 12/12/2008 REVISED SET 12/29/2009 REVISED SET 01/06/2009 dw• uv„ AV/r�1A�► 0 N ^3 ti a � m 16" OH 2 L.....",. a..s...a•.w-w4axw:�h.Wai...a..iwa..-swsw». l] .:aaurr>,Jwa vu�.u++.im.r.�a __ 6'.u:«v:'L..n. mew ..n%.,,:Wu:.«:+awJ:...M..a..,a.,wu.Mw.ea,.-..o,s...,w._..:,+...,,. ........,M.,xJ,...,.a.,m, .mow, ...,...a....,.u.;Set....'.Dµ......W'.:Ww..a�.......u«.,....n:,'w,,....,_:.k'..,.a....... ... »<'...,..-wr. ....... .�....a.y_.....a .w..x ..,...'1......_w.a..-.-...,,w.,w..,.,..,.k.. ,..a-»..,..vmr:aa . .,. vk,n.M- .tc.w,...•w,,:mo,.e." ,».,..xw..,w:ct:'::w.xnae'..:.:«. .c.a,;<.. w 't oc NOTE: w ti SCISSOR TRUSS SYSTEM TO BE DESIGNED U FOR 201b GROUND SNOW LOAD AND 151b r DEAD LOAD(1/240)MINIMUM. _ v p`. m rw w 12 s 112 L 6 (OUTSIDE) ce 112 16" OH ,� � (INSIDE) RR @16"OC 1 O 2X12 VALLEY PLATE Z FASTEN TO EACH Q RAFTER w/3/8"DLA GALV.LAGS w/WASHERS Q w L1 COPPER STANDING SEAM C 16" ROOF OVER 30#FELT TRUSSES SHALL COMPLY WITH 2303.4&2308.7NYS BUILDING CODE.TRUSS CONSTRUCTION DOCUMENTS SHALL BE SUBMITTED OHH TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO d W CONSTRUCTION AND SUBMITTAL TO BUILDING DEPARTMENT, ! M }} 3 y rOw � w FIRE BARRIER TO TERMINATE AT INTERlO •, w SURFACE OF EXTERIOR SHEATHING. O p� TO COMPLY WITH SECTION 706 AND 12 TABLE 706.3.7 NYS BUILDING CODE ? 6� 12 (DETAIL ON SHEET A-9) z 6 (OUTSIDE) In x w Q 1 p1��2 w �IDE A _ oc 12 Ox . .w'.+s..a'e+sY- ..t....rdakws,m.wi<a,._..alt,u .«#..,:.ae..4:. .1 '1.. .rid.r...J.:u_ •�;,,,y. .:'a..,. .:fww..ze z.:«.+: " .:J'..r�lti'' • a.u8:svwn'.ma' ..o4 WWLV:• ,; •i �..,..�.-r—., .. .. . OH 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. 6). DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. O 2).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE W WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS RIP EDGE OF ANY UN S N PROJECT NORTH. ROOF PLAN 3) DIRECTLEYTTp TDHE DECK ALONG EAVES.DERLAY ALONG RAKE EDGES AND COMPLETE. U i 7).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. Z E SCALE. 1/411 1 -01 4). USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ USE GALVANIZED(ZINC COATED)ROOFING NAILS, 11-12 GAUGE WITH AT 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. LEAST 3/8' DIA, HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD, L/� ✓" USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT 5).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS CUTTING INTO SHINGLE SURFACE. O Q F--+ WITH ROOF AND SIDE WALLS(TYPICAL). � O T� V 1 DRAWN: MH/MS SCALT:: 1/4"=V-0" JOB#: January 06,2009 SHEET NUMBER: REVISIONS: REVIEW SET 09/26/2008 PERMIT SET 09/29/2008 REVISED SET 12/12/2008 REVISED SET 12/29/2008 RIDGE VENT REVISED SET 01/06J2009 -------- ------ -------- . ......... ------- RIDGE BEAM RIDGE BEAM -------------------------------------- ---------------------------------------—----------- ---- ---- -------------- TRUSS POST TO ...... RIDGE ASPHALT ROOFING 15#FELT UNDERLAYMENT --------- ------- if I 2X8 DF#2 CJ @16"OC PROVIDE MIN.1"AIRSPACE j;., .( .•,:•:., ...., .._._.,,__.__-�,.,�---:_.i::`.'_i _I 1_��"_ BETWEEN ROOF SHEATHING L Ll' J yl. -i L_ AND INSULATION 11 -.11 r 4 T 12 Ll H 42"(MIN HIGH RAILING zo 2X6 DF#2 STUD WALL @16 OC SCISSOR TRUSS(DESIGNED BY MFGP.) L 5J8"CDX SHEATHING SUPPLIER TO PROVIDE ARCHITECT - - - - - - - - - - - (2) TYPE-X SHEETROCK WITH DETAILED SPECIFICATIONS FOR �_7 WINDOW FROM OFFICE TO HAVE AUTOMATIC APPROVAL PRIOR TO ORDERING. (3) I-3/4XI4 ML IF ROLL-DOWN FIRE PROVIDE BUILDING DEPARTMENT 3/4"SUBFLOOR FL.HEADER—\ 34"-38"HIGH WITH COPY PRIOR TO CONSTRUCTION, 14'TJ1560 WOOD-1 FJ @16110C STAIR RAILING SHUTTER INSTALLED LOAD MINIMUM REQUIREMENTS: (3 HR.FIRE RATING) L/240,20#GSL,15#DL TO COMPLY WITH SECT. IT, 715 NYS BLDG.CODE /4X14 ML (2)5/8"TYPE-X SHEETROCK (3)1-3 -Ij '4 2X6 DF#2 STUD WALL ON WALLS&CEILING (2) 3J8" L. FL.PLT o PROVIDE A 3 HOUR @16"OC FLUSH HEADER FIRE BARRIER BETWEEN 5/8"CDX SHEATHING OFFICE AND SHOP AREA. FIRE BARRIER TO CONTINUE 6"CONIC.SLAB,REINFORCED wl UP TO ROOF.BARRIER 9 #4 REBAR,3"N-LOK STEEL DECKING 2XB Dr#2 STUD WALL @16,110C 5J8"CDX SHEATHING DOORS TO BE FIRE-RATED AS PER NYS BLDG.CODE (2)5/8"TYPE-X SHEETROCIK u PER CODE(3 HR.)W/ SECT.706,TABLE 706.3.7 SELFrl- -CLOSING HINGES& (SEE DETAILS PG.A-9) STEEL JAMB (TYPICAL) CULTURED STONE (AS SELECTED BY OWNERS)) 16 9 It N lio. - 0. C? 0%0 N 6"CONCRETE SLAB,REINFORCED (GRADE) 7— 1 4 (CRADEL. _21 • 111 ; — __j - — 1-fll�-- *.*k, 44 4 3 • 3\ 15;—1., A.' -W8X35 STEEL GIRDER A-• f W5XI9 STEEL BEAM i'�110"PC FOUNDATION rn 10"PC FOUNDATION �a (REINFORCED) 5X5XI/4 f, 24"XI2"CONIC',FTG. op STEEL COLUMN DAMPPROOF EXTERIOR (3)#5 REBAR 0. 4"CONC.SLAB A-6 -------------------------I_ -a -_ . I:� vp ----------------------------------------------------------------------- • • A" ."" -—-—————————————-- Y. 24XI2 CONC. FTG. --------------------------------------------------------------------------------------------------------------------- 48X48XI2 CONC.FTG. REINFORCED WITH (3)#5 REBAR SECTION B-B #5 REBAR @12"OC SCALE: 1/4" l'-O SECTION A-Af-� SCALE: 1/4" V-011 O FIRE BARRIER TO TERMINATE AT INTERIOR SURFACE OF EXTERIOR SHEATHING. TO COMPLY WITH SECTION 706 AND TABLE 706.3.7 NYS BUILDING CODE RIDGE VENT II if it if ;I it it if It 11 If it (3)1-3/4XI6 if if if if if ML RIDGE X6 16110 it If 12 ASPHALT ROOF 15#FELT UNDERLAY (2) PLYS 5/8"TYPE-X AIRSPACE 5/8 CDX SHEATHING PROVIDE MIN.V Al S It it If FIRE RATED SHEETPOCK BETWEEN ROOF SHEATHING ON WALLS AND CEILING AND INSULATION RAFTER HANGER it it (TYPICAL) 2X6 DF#2 STUD WALL @16110C 5/8"CDX SHEATHING If If II II If If COPPER STANDING SEAM ROOF SCISSOR TRUSS(DESIGNED BY MFGR.) 30#FELT UNDERLAY SUPPLIER TO PROVIDE ARCHITECT 5/8 CDX SHEATHING WITH DETAILED SPECIFICATIONS FOR WINDOW FROM OFFICE gm APPROVAL PRIOR TO ORDERING. TO HAVE AUTOMATIC ROLL-DOWN FIRE PROVIDE BUILDING DEPARTMENT 2X6 DF#2 STUD WALL WITH COPY PRIOR TO CONSTRUCTION. SHUTTER INSTALLED "j�[ 3/4"SUBFLOOR12 A_ @16"OC TO COMPLY WITH SECT. --- 5/8"CDX SHEATHING LOAD MINIMUM REQUIREMENTS: 715 NYS BLDG CODE 14"TJ 15 60 WOOD-1 FJ @ I 6"OC 0 2X CJ 016" U240,20#GSL,15#DL (2)PLYS 5/9"TYPE-X 2X8 DF#2 STUD WALL @16"OC 4_j PROVIDE A 3 HOUR FIRE RAT HEETROCK 5/8"CDX SHEATHING 6X6 ACQ o FIRE BARPIEP BETWEEN ON WALLS AND CEILING (3)2X12 DF#2 POST TO BE OFFICE AND SHOP AREA. HEADER SECURED TO FIRE BARRIER TO CONTINUE HEADER& UP TO ROOF.BARRIER ANCHORED Im E3 AS PER NYS BLDG.CODE TO PIER F SECT.706,TABLE 706.3.7 G. 14X14 F. (SEE DETAILS PG.A-9) COLUMN Eli= 6"CONC.S AS,REINFORCED W/ C? REBAR,3"' -LOK STEEL DECKING #4 REBAR,3'. MAUPDO ADE) j 6"CONCRETE SLAB,REINFORCED 77 F. 4. 1 o", .1, . _�'!W. ��. -7- _7 7. WBX35 STEEL GIRDER \fk 16"XI6" CONC. en • • • PIER b b.'� ----------------------------------------------------------------- *a . _"*� ila I ---------------------------------------------------------------------------------------------------- 12"PC.FOUNDATION WALL UNDER 3 HP. tIo 24"X24"X]2"---------------------------------------------------------------------------------------------------------------------------------------------------------------- It FIRE WALL(SEE FOUNDATION C? PLAN) 00 CONIC.FTG.ON a, UNDISTURBED 5X5XI/4 SOIL STEEL COLUMN 101,PC FOUNDATION SECTION C-C (REINFORCED) ew i-, 0 DAMPPROOF EXTERIOR ff� 4"CONC.SLAB -011 11 -.7 777 7V'. DRAWN: NIH MS SCALE: 1/4 1 SCALE: 1A"=l'-O" JOB#: 24XI2 CONC.FTG. 24XI2 CONIC.FTG. 48X48XI2 CONC.FTG. (3)#5 REBAR REINFORCED WITH (3)#5 REBAR • January 06,2009 #5 REBAR @12"OC SHEET NUMBER: vi --------------- TRUSS FM PROVIDE DEA3 p FIRE BARRIER OFFICE AND SHOP A REVISIONS: REVIEW SET 09/26/2008 PERMIT SET 09/29/2008 (2)5/8"TYPE-X REVISED SET 12/12/2008 SIDING WITH FIRE RATED REVISED SET 12/29/2008 UNDERLAYMENT—► SHEETROCK REVISED SET 01/06/2009 OVER 5/8"SHTG. 5/8"DIA.ANCHOR BOLT @36"OC w/SQ.WASHER FLASHING DBL.ACQ SILL PLATE COPPER COATED TERMITE SHIELD SILL SEAL 4 4,. - CULTURED STONE w+` INSTALLED PER MANUFACTURER'S �F 4" O O 4 N WRITTEN INSTRUCTIONS a #4 REBAR 6"CONCRETE SLAB .,:.b.....7 l II GRADE TO SLOPE I l ` —AWAY FROM BLDG. 4 0 3"N-LOCK 16ga. OO ® 1 ( 1 O STEEL DECKING D STEEL SEAM AS INDICATED I I ll IEEEa ON FOUNDATION PLAN � #10 STAINLESS STEEL OR GALVANIZED J o J N 1 ( f WOOD SCREWS W/ WASHERS @ 12"O.C. I l I I 12"O.C. � POURED CONCRETEJ � 12 _ Q Q FOUNDATION WALL U L� m a3'-6"MIN. `off ,� 6"MAX. 1'0"MAX. s V p� Y — 01 60"MIN. 4'6"MIN. — o \ , _ �' 1/2 APA RATED SHEATHING U M I l I I l GRADE PLYWOOD I l 6" 1-1/2"MIN. 1-1/2"MIN. (ALTERNATIVIVE:7/16"O.S.B.) l ( CLEAR CLEAR CONCRETE: 3500 PSI STEEL:60 KSI 1 / 1/2"APA RATED SHEATHING ® I 4 I ( O GRADE PLYWOOD O.S.B.) - It 1-1/2" Q � (1 3'-0"MAX,1-1/2"TO 1-1/4" m #7 REBAR 11 D CL #10 STAINLESS STEEL l / l @42"OC Q ti OR GALVANIZED I ll ( lI ` LL v WOOD SCREWS W/ WASHERS @ 12"O.C. I� ( \I I \I Q!� Q 0 s WINDOW SILL o p 3"CLEAR(TYP.) TYPICAL WINDOW OPENING 6„ o z II 11 (LESS THAN 4'-0X8'-0" OPENING) MIN. 16-18' 0 a Z l ( j z Q BOWL AND PIPES TO BE N d , O O a JLL CONTAINED IN THIS AREA u O Z w ASPHALTUM DAMPROOFING TYPICAL DOOR OPENING w j MEMBRANE TO GRADE W z 4'- X8'-0" OPENING M b OU (LESS THAN 0 ) z z m X N Ln ¢ 1/2"PREMOLDED FILLER N SOIL CONDITIONS ASSUME SAND AND GRAVEL AT PERIMETER OF SLAB W Z o [BACKFILLTOE PRIOR TO BACKFILLING BEHIND WALL s 1 4"THICK CONCRETE SLAB O Q 0 24"OC 4" 1'-5"MIN. p p ° ' ° ° °. 0 ° o ° °. 0 ° ° O° O .� o ° • �° d° 0 .0 ., ° • ° W 4„ 0 � 4"COARSE SAND OR GRAVEL Ca �� (3)#5 REBAR s n , 2XOKEYWAY O � �I I BATHROOM CLEARANCES r� F- --_ ---- 2'-0 I r , � 7 I I COMPACTED a r'— ® ( ® 1 ®® +I ( I ® I ( ® CLEAN FILL O Q I I 'I FOUNDATION DETAIL a 11 I I 11 I I ' I / I I f ; ® I 1 ; ®® ! I ( ® ,l SCALE: 3/4" = V-0" I , 12"OC l l 3"0 ROOF VENT � ® STEEL DECKING. I - I I i I 3/4"AP SHEATHING GENERAL EXECUTION / ` 1 I I IIl l \ l � 3 1).QUALITY ASSURANCE. 1).EXAMINATION: ®I I 11\l 1 ,®I ( 1 II A).MANUFACTURER QUALIFICATIONS MEMBER OF THE STEEL DECK INSTITUTE. A).EXAMINE SUPPORT FRAMING AND FIELD CONDITIONS FOR COMPLIANCE WITH I / B).CODES AND STANDARDS:COMPLY WITH APPLICAPLE PROVISIONS OF THE REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIIONS / FOLLOWING SPECIFICATIONS: AFFECTING PERFORMANCE OF WORK OF THIS SECTION. 1 l l 1 1).AMERICAN IRON AND STEEL INSTITUTE(AISI). 2).AMERICAN WELDING SOCIETY(ANSI/AWS D13 STRUCTURAL WELDING CODE/ 2).PREPARATION: SHEET STEEL). A).PLACE DECK IN ACCORDANCE WITH APPROVED PLANS. 1 1/2 1 1/4 3).STEEL DECK INSTITUTE. B).DO NOT PLACE DECK PANELS ON CONCRETE SUPPORT STRUCTURE UNTIL CONCRETE ® I ® ® ® ® ® Q.EACH WELDER SHALL HAVE SATISFACTORILY PASSED A.W.S.QUALIFICATION TESTS HAS CURED AND IS DRY. / 13" FOR WELDING PROCESSED INVOLVED AND IF APPLICABLE,SHALL HAVE UNDERGONE Q.LOCATE DECK BUNDLES TO PREVENT OVERLOADING OF SUPPORT MEMBERS. I W C. LAV. F.A.I. RECERTIFICATION. 3).INSTALLATION,GENERAL: 2X4 DF#2 I I I / I I I C.O. 2).DELIVERY,STORAGE AND HANDLING: A).INSTALL DECK PANELS AND ACCESSORIES ACCORDING TO STEEL DECK INSTITUTE STUDS J l l l A).PROTECT STEEL DECK FROM CORROSION,DEFORMATION AND OTHER DAMAGE SPECIFICATIONS AND RECOMMENDATIONS,AND IN ACCORDANCE WITH PLACEMENT I / II\ I III I 1 I DURING DELIVERY,STORAGE AND HANDLING. PLANS AND REQUIREMENTS OF THIS SECTION. B).IF GROUND STORAGE IS NEEDED,STORE ONE END ELEVATED TO PROVIDE DRAINAGE. B).INSTALL TEMPORARY SHORING,IF REQUIRED,BEFORE PLACING DECK PANELS. 1 1/4 PROTECT BUNDLES AGAINST CONDENSATION WITH A VENTILATED WATERPROOF C).PLACE DECK PANELS ON STRUCTURAL SUPPORTS AND ADJUST TO FINAL 3 COVERING.STACK BUNDLES SO THERE IS NO DANGER OF TIPPING,SLIDING,ROLLING, POSITION WITH ENDS ALIGNED.ATTACH FIRMLY TO THE SUPPORTS IMMEDIATLY n #10 STAINLESS STEEL SHIFTING OR MATERIAL. AFTER PLACEMENT IN ORDER TO FORM A SAFE WORKING PLATFORM. I ( ( I � OR GALVANIZED 3 Q.PLACE DECK BUNDLES ON THE BUILDING FRAME NEAR A MAIN SUPPORTING BEAM AT D).CUT AND NEATLY FIT DECK UNITS AND ACCESSORIES AROUND OPENINGS AND WOOD SCREWS W/ A COLUMN OR WALL.DO NOT PLACE BUNDLES ON UNBOLTED FRAMES OR ON OTHER WORK PROJECTING THROUGH OR ADJACENT TO THE DECKING. •O UNATTATCHED OR UNBRIDGED JOISTS.ENSURE THAT THE STRUCTURAL FRAME IS E).DO NOT CUT UNSCHEDULED OPENINGS THROUGH THE DECK WITHOUT THE WASHERS @ 12"O.C. PROPERLY BRACED TO RECEIVE THE BUNDLES. APPROVAL OF THE ARCHITECT;REINFORCE OPENINGS AS DIRECTED. ® a� ® ® ® W 3).MANUFACTURER: 4).INSTALLATION,FLOOR DECK: MULTIPLE PLYWOOD ASSEMBLIES 4 1).PROVIDE PRODUCTS FABRICATED BY UNITED STEEL DECK,INC; A).ANCHOR FLOOR DECK UNITS TO STEEL SUPPORTING MEMBERS BY ARC:SPOT WELDS �� Z 2-2X4 DF#2 STUDS CONNECTED 4"C.I. TO APROVED 14 HARMICH RD.,SOUTH PLAINFILED,NJ 07080 OF THE FOLLOWING DIAMETER AND SPACING OR FILLET WELDS OF EQUAL TOGETHER WITH STAINLESS STEEL �� HOUSE SEPTIC SYSTEM TEL.:No.908-277-1617,800-631-1215 1 FAX No.:9CS-277-1617 STRENGTH: �-i d r OR GALVINIZED BOLTS W/WASHERS SLOPE 1/4 PER FOOT PITCH TO DRAIN 1).WELD DIAMETER:MINIMUM VERBALS 5/8". ?-1 AND NUTS @ 2'-0"O.C. TRAP 4).MATERIALS: 2).WELD SPACING:WELD EDGE RIBS AT EACH SUPPORT,SPACE ADDITIONAL WELDS Q A).SHEET STEEL FOR GALVANIZED DECK AND ACCESSORIES:ASTM A 653 ON AVERAGE OF 12 INCHES APART BUT NOT MORE THAN 18 INCHES. �v\ STRUCTURAL QUALITY,MINIMUM YIELD STRENGTH OF 33 ksi(230 MPa). 3).MECHANICAL FASTENERS,EITHER POWDER ACTUATED OR PNEUMATICALLY TYPICAL MULTIPLE OPENINGS GALVANIZING:ASTM A 924 WITH A MINIMUM COATING CLASS OF G30 AS DRIVEN,OR SCREWS MAY BE USED IN LIEU OF WELDING TO FASTEN DECK TO �� MORE THAN 4'-OX8'-0" OPENING DEFINED IN ASTM A 653. SUPPORTING FRAMING PROVIDED THEY HAVE BEEN SPECIFICALLY APPROVED. _4 rG ( ) B).SHEET STEEL FOR DECK AND ACCESSORIES:ASTM A 611 WITH A MINIMUM 4).FASTEN SIDE LAPS AND PERIMETER EDGES OF UNITS BETWEEN SUPPORTS AT YIELD STRENGTH OF 33 ksi(230 MPa). INTERVALS NOT EXCEEDING 36 INCHES ON CENTER,USING ONE OF THE PLUMBING SCHEMATIC Q.DECK TYPE AND THICKNESS:-F SHOWN ON THE DRAWINGS. FOLLOWING METHODS: •,..� D).DECK SHALL BE 3"X12"N LOK-FLOOR WITH A MINIMUM METAL THICKNESS OF a).#10 SELF DRILLING SCREWS 20 GAUGE. b).CRIMP OR BUTTON PUNCH E).SELECT DECK TO PROVIDE THE LOAD CAPACITIES SHOWN ON THE DRAWINGS c).ARC PUDDLE WELDS 5/8 INCH MINIMUM VISIBLE DIAMETER,OR 1 INCH N.T.S. DRAWINGS AND AS DETERMINED USING THE STEEL DECK INSTITUTE CONSTRUCTION LONG FILLET WELDS. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANELLOADING CRITERIA. B).END HES.BEARING: F).THE DECK TYPE PROVIDED SHALL BE CAPABLE OF SUPPORTING THE SUPERIMPOSED 1).INSTALL DECK ENDS OVER SUPPORTS WITH A MINIMUM END BEARING OF 1.5 LIVE LOADS INDICATED ON THE DRAWINGS. INCHES. G).WHENEVER POSSIBLE,DECK SHALL BE MULTI-SPAN AND SHALL NOT REQUIRE SHORING Q.POUR STOPS AND GIRDER FILLERS:FASTEN POUR STOPS AND GIRDER FILLERS AS PER TABLE 1609.]1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) DURING THE CONCRETE PLACEMENT PROCEDURE. TO SUPPORTING STRUCTURE ACCORDING TO THE MANUFACTURER'S H).WHERE FIRE RESISTANCE RATED ASSEMBLIES ARE REQUIRED,PROVIDE UL-LISTED RECOMMENDATIONS. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" UNITS.IDENTIFY STEEL DECK BUNDLES WITH LABELS BEARING THE UL MARK. D).FLOOR DECK CLOSURES:FASTEN COLUMN CLOSURES,CELL CLOSURES AND Z CLOSURES TO DECK TO PROVIDE TIGHT FITTING CLOSURES AT OPEN ENDS OF AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO 5).ACCESSORIES: RIBS AND SIDES OF DECKING.FASTEN CELL CLOSURES AT CHANGES OF DIRECTION COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL A).POUR STOPS,COLUMN CLOSURES,END CLOSURES,COVER PLATES AND GIRDER OF FLOOR DECK UNITS UNLESS OTHERWISE DIRECTED. CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. FILLERS SHALL BE THE TYPE REQUIRED BY THE STEEL DECK INSTITUTE. B).MECHANICAL FASTENERS OR WELDS ARE ACCEPTABLE FOR ACCESSORY 5).REPAIRS: ALL PANELS MUST BE CUT ITO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. ATTACHMENTS. A).BEFORE CONCRETE PLACEMENT: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. GENERAL: 1),INSPECT THE DECK FOR TEARS,DENTS OR OTHER DAMAGE THAT MAY PREVENT DECKING SHALL ALWAYS PROVIDE POSITIVE DRAINAGE.DECK TO SLOPE TO A CURELESS EDGE, THE DECK FROM ACTING AS A TIGHT AND SUBSTANTIAL FORM OR 'THAT WOUL WHERE A GUTTER WOULD CAPTURE THE RUNOFF.GUTTERS ARE TO BE CONNECTED TO IMPAIR STRUCTURAL CAPABILITY. s DOWN SPOUTS WHICH ARE TO RUN OFF INTO DRYWELLS UNDERGOUND.DRYWELLS ARE TO 2).REPAIR TEARS,DENTS OR OTHER DAMAGE. DRAWN: MH/MS BE 10'(MIN.)FROM ALL BUILDINGS.DECKING TO HAVE A SLOPE OF 1/8"PER RUNNING FOOT. 3).OBTAIN THE APPROVAL OF THE ARCHITECT. SCALE: 1/4"=1'-0" SCREENED PORCH TO HAVE A FLOOR DRAIN IN THE CENTER WITH FLOOR SLOPING TO CENTER. 9).DETERMINE THE NEED FOR TEMPORARY SHORING OF DECK BEFORE C1ONCRETfJOB w � ALL LEAD COATED COPPER SEAMS TO BE SOLDERED.USE WHERE EVER NECESSARY TO PROTECT PLACEMENT. , "« a.;I. THE EPDM MEMBRANE AGAINST ANY POSSIBILITY OF PUNCTURE.LEAVE A NARROW EXPOSED 7 January 06,2009 STRIP OF FLASHING ABOVE DECKING ALONG BUILDING WALLS.FLASHING TO BE 12"(MIN.)WIDE P r, SHEET NUMBER: ALONG WALLS AND IS TO BE INSTALLED OVER MEMBRANE WHICH IS TO EXTEND UP THEs! i?; WALL BEYOND THE FLASHING. ` �.II, INSTALL PERIMETER DRIP-EDGE OVER EPDM ALONG ALL RUNOFF AREAS.DRIP EDGE IS TO BE BENT AWAY FROM BUILDING INTO THE GUTTER.ALL SEAMS ARE TO BE SOLDERED. Y WATERPROOF CONCRETE SURFACE PRIOR TO INSTALLING MUD FOR STONE DECKING. 1 (1 ^ A, 8 REVISIONS: REVIEW SET 09/26/2008 PERMIT SET 09/29/2008 REVISED SET 12/12/2008 REVISED SET 12/29/2008 JOIST DETAILS 2x_ stud Plate nail - 16d (3-1/2") wall at 16" Plate Wait - n-c (3-1/2") ALLOWABLE HOLES - TJI Joists REVISED SET Ol 0 /2009 box at 12" on-center box at 16" on-center, on-center INTERMEDIATE BEARING Floor panel nail - ad Load bearing or shear wall NO LOAD BEARING WALL ABOVE loot anel nail - Ball (2-1-2") 1 " g No field cut holes 2"hole may be 17 2-1/2 ) common at 6 See Table A Bea Table B Ifj common at 6 on-center- below (must stack over Wall z o bwlow) ones had cut anywhere In on-center below) stiffeners zones Sam Table See Table web out- 1" or 1-I/4" I-1/4" Trus Blocking required each side Blocking panels Load from A r5 aide hatched:one Do NOT Blockrtng Trus Joist Joist rim anal g at B3W may be required with above 6 D O Q 6 cut or notch flange. 2x4 minimum shear walls above or panel I I rim board, board lV' squash below-sew detail BI I-I " LI z x q DI L2 2 x tz � ` —..�. �.L 6" minlmum m(nlwum 6' 6° blocks (applree t0 all box nail - IOd (3") box nail " lOd (3") holes except Do not cut holes larger than min, knockout') DONOT 1 box at 6" box at 6" on-center, on-center � +-+/z"In cantilever Remove tongue and grooves Bl SIW 1/16' Table A - End Support r�,a � cut holes in cantilever \ / From floor panel edges Boundary nai Itn Mirimum distance from edge of hole to inside face of nearest end support reinforcement. •.!® y1`'�r"e� pp y common at 4" stall proper blocking required each squash )mum DEPTH TJI 2 3" 4" 6.112" 8.112' 11" 13" 2" 3" 4" 6.1/2" 8.112' 11" 13" Supported b I" e-Rim to Sd (2-1/2") Web stiffeners ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE TJI rim ensure quality nailinc� �Gonventional construction code minimum for to support all panel blocks oast on-center, edges side at BIW and Use 2x4 minimums Squash 110 r-c" 1'-6" 2'-0" 5'-0' r-0" 1'-6" 2'-6" 4'-6' Opecifications. e with A3 only. See Trus Joist Framer's g e2W q 210 r-c" r-6" z'-o" 5'-0' r-o° 2'-0" r-6" 5'-0' O Must have 1g-3/4"minimum O O cket Guide forA3.9-A3.3 installation See Trus Joist Frame Pocket Guide for B2 B2W B3 GS blocks to transfer load g-1/z" AI A2 A3 A3,1 3. 3, z3o r-0" 2'O" 2'-6" 5'-6" r-o" 2'-°° 3'-c' s'-o' gist bearing at ends additional installationspecifications. around TJI joist 360 r•6" 2'.0'' 3'.0' 6'-o' 1,_bn 2�_b�� 3,�� 5� 110 I'- l�_O I'_O�� f-e n 210 f-O" i'-&' I'-O" 2'6" '0-O length of Nail Trus J 11.718" 230 board to 9 S" diameter maximum hole TJI Joist 8" diameter maximum hole with connections tost g to Joist with one ad 110 r- r-0" 1 0" 5. 2'6'' 1 °" 2'0" 3'0" T-6" 6-6 3/4 _ filler block, Use blocking panels, 6 Attach rwtnh O e ad B_ S'-o' I o° r-0" 1 6 , o 81.0. o' a'-o Web stiffeners " for 11-"1/8" 16" deep g p equivalent blocking (2-1/2 ) common nail at Nail through 2x� wood backer 210 r-0' r-o" I'0" r-0" 3'o" 6'-0' 1'o -0 I'o" 4'-°' 6'-6' 0 ?S diameter maximum hole reinforcement " 4'-O" length with diameter maximum for 14" 230 r-o" 1'-0" r-d' I'-6° 3'-6" 6' r r- " r 4'- t " 4-O length of reinforcement and for 11-�/8 lro deb o" required each for II-'1/8 - 20 deep blocking panels: 6 g q o„ r o side at EIW blocking panels: 6 on one side at diameter maximum for IB-1/2 and 11-7/8 blockingpanels 13-1/2 deb 36o r-o^ r-o' f o g J g rimsboa9d to gist with one ad each corner igp Blocking (3") common nails at 6 560 f-o„ I'-O b;i 6-0' B'-o' o„ o r 6 6'-6' B'-o'lo'•6^ E2, both aides O" 2' I O O -I,- side 5'-6 O' 9 ec in schedule - 11 blockln panels 9-1/2 awes TJI oasts. or,,a otter than 12 Ion (2_1/2 ) common nail at Blocking anal between p n-center, clinched. Use 210 1'-0" i=o" l c" 2'-0" 1'-6" 4 0 6'6' r o° 3'O' &'-6 a. --O.info' p p Attach reinforcement 7JI gist web with 2 rows IOd diameter maximum for g p p o' at E3 Do not cut Flanges. Do not cut flanges. „ path gist, Nail to to - o s'-o' r•o" r-o' r-o" a'-o' 9'-0 o'-0' n' locking panels S-1/2" deep or shorter than 12" Ion g c corner late with connections enrol 76 3sa r-0" r-o" 1=0" r o" 3=0" 6'6 ° 1-0 -0i r-c z-6 it-0' U m or shorter than 12 long, g Joist LDO not cut flanges. Trus Joist rimsboard each co 12 length of schedule, 4" to decking 16d (33-2 2g TJI with joist s6o r4 rfi equivalentg e' 10' „ 12" 2 656 t 17" 4„ 6„ 8" 10" 112" Ir15" l7T " k ttach " g Flange widths. 36o f o f-° I o' 2 0" 5'-0'1° c f-o" rO" 5-0 l0'_c' 1z 15 1 r Z rim board 3/4 12 length of 18 11.0" 13 6 v o reinforcement to reinforcement 314" sso ro" r-o" r-o" r-o" s'-d Ir-o" r-o" r-6" 6'-6' u'-o° l2'-c" O a ottJotst W reinforcement ith ad l2-I/2") rows 10d l3") 3 E5, both f slides a 20 56o 2'O" r'O"10'6" I'•O" I'O" 4'-O' 9'•6 II 6 141 O" 15'6" U r M Trus Joist rimon one reinforcement O" I'-O 1'-O" board common nails at 6 at E6 El, both side Wood O�J t III Cantilever, uSupport common nails at 6 on- " � able B - Intermediate or Is ,�,0 center, When ,Q on-center, clinched, at ES backer �`�eg t�e1 \\eJe dg Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support ^ Faces grain �af� reinforcing both e�� Use 2 rows with 9-1/2" Lwss than Less than ��1� ��o�e Gs�ti boa ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE s 110 I'" /2 6.112" 8412' It- 13" horizontal sides, stagger nails. '� 2,-6'' 3'-6 a.OL Lr �0< �) DEPTH TJI E1 EIW E2 E3 E4 E� E6 E1 ES F1 �e �� o u J 5 2-6 61 ,112" 8.112' 11.. 13„ 2. 3., 4" 6 6 9-1/2" 210 2-0 '• 3 gg Not for use with 3-I/2 TJI TJI gists' S ` 2 " z'-6" 6'-6" z'-o' 3-o a-o' 7'-°" Joist Flange widths230 2'-6" 3'-0" 4'-O' W-0' Filler block Attach 110 3 OI 4O" 5_6 4 O _p' with ten IOd (3") box WEB STIFFENER ATTACHMENT 210 r o" r-o" 2'-C" 4'.6" e'-0' nails, clinched- Use ten Ga 36o f 6" 3'°' o' T'-0^I ' 6 O Io-6 11._& 4 16d (3-I/2") box nails from g0 option "I: 1 11a ig 011 a � 2,°'" f-o' 3 6 P.p. 6 r 6" EXTERIOR DECK ATTACHMENT p /I-1/S minimum ° s'-o' 9'-6' n'-o° 230 I•O 3'°i 4_Q 2'•O 1�-0' I O'I 3 2 6 5-D 2 each side with 3-1/2" Structural exterior Apply suibflooradhesive to all TJI Joist blockin With end 2-3/4" maximum 6 5 ° g required if sides of aheathtn cointact surfaces tits installed at 1/3 gist 11 2� Io'o 12'-6" d Use fifteen nails s Backer block g p J g " 36o r-o" 1=cI z'-o" 5'6' 0 1 0" 2 0 4 0" a'o i2 0 ^ " 14" 230 Web stiffeners joistflange I('{II 21a 1'-0" 1'-°' I'-o' z hanger do not laterally TJI oast de the g p 9 p Flashin j� span locations using Three ad l2-I/2 ) box nails, 2'-C 5,-b" ,'-6°13.(," I ' 14'-0„ Install ti ht to to Bearin late: _ o* support at least 3/S" 13,- greater than 16 • flange (flan to with face with inside g�6Qa twboxrails or Threeeliod (3-1/2 ) box nails 210 r-0" f-0 0'-6" s'o' S-O 10-6' 1e'6' Iz c I6-e g J p 11 g ledger 13 0l 2-I/2 screws, at 3-1/2 TJIJoist flans Widths 16 560 I'OII I O I'-O" 4 O" 5 6 9 6 I-O 6 3 611 15 6t' Of TJI Joist top g g f plate Treated 2x_ 3' O° I'-O flan a face mount g \ , �� 8 typical " Web stiffener each a 360 1'O" 1=0 1'-0' 4_6" ,-6-IIO'-O' 13' i, r O" I O" 3=6 ,'O'l04'6" 16'D IS O" angers). Attach p " W 4„ 611 0' o" 15 9- 360 1•0' l-o • ; 9 See fastens Trus Joist with ten IOd (3") table below. Maintain rim board O ton 2: side. See sizes 2x_ strapping installed below, 15" 17" J g I o 6 g.. 12„ flan a 2" distance (minimum) from pp p 360 r o" f-°" s'0' -o" 4' p box nails, clinched 1a" at I/3 gist span Tight fit 6- hanger when possible. g g locations using two W Web Stiffener Size W Web Stiffener rJiZ 20 560 3_g 5i�'116 6 0 p edge of ledger to fastener, 360 0" r-°" 1-0" �-0" to 0 15o Face mount acker block 2-1/2 screws per Joist h� Allowable Load 1 Factored Resistance(Its) tiOn "3: p " " " �� " Rectangular holes based on measurement of longest side. ►--� Fastener p I-1/2 I/2 x 2-5/16 min -5/16 1/S x 2-5/16 min hanger both sides 1.3ia"rim board 1"e-Rim T" Q dirwctly applied Ceiling gibs may be located vertically anywhere within the web. Leave I/8" of web(minimum)at top and bottom of hole. Of Web With 318"la bolt 400 1630 N.A.I N.A. " " " " " " g I-3/4 5/8 x 2-5/16 min 2-1/2 1 x 2-5/16 minimu Knockouts are located In web at approximately 12" on-center: they do not affect hole single TJI 1/2"lag bolt 475/750 325/N.A. specified on the layout,one or more of placement. Q H1 H2 Joist I hj LA •Allowablm load determined In accordance with AC 124, g,'hmn (three bracing options shown ILmustil be W 2-1/1ro3/4 x 2-5/16 min 3-1/2 2x4 -For simple spar(5' minimum)uniformly loaded Joists meeting the requirements or current Trus Joist product guides,one-corrosion-resrstant fastened'required for wet-service stta/led O maximum size round hole may be located at the center of the Joist span provided no other holes occur In the Jofst. Z appl Icatloro. - Dletances are based on the maximum uniform loads shown to current Trus Joist product guldee.For other load conditions or hole conf(guratione contact your True Joist representative. BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers 2x diameter Of the largest hole(mtnlmum) BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE BEARING AT WALL WINDOW HEADER CONNECTION WALL w Joist dram i ng I/3 depth Alloued hole Trus Joist rim board o ° O zone a o y y I•� Strap per code if o 11 1/3 depth o 0 Cut only round holes and onJ or blockin for BlockingIn the center of beam. g top plates is not lateral support continuous over panel safety bracing nx4 ROUND HOLE CHART header El a minimum) dtto a braces end I/3 span Allowed hole zone I/3 span HOLE RITE BEAM DEPTH MAXIMUM ROUND Silent Floor Joist Framing wall. 4-3/8 O Fasten at each Jotat with For uniformly loaded beams only, I" dose not require bridging two 86 (2-1/2") nails minimum 5-1/2" 1-3/4" Or mid-span blocking (see WARNING). Rectangular holes are not allowed. l-i/4 to 20 2" Top flanges - No holes in cantilevers. Bee illustration for Allowed Hole Zone hanger No holes In headera or beams In plank orientation. Faces mount H2 Parallam PSL or hanger DONOTbevelcufjoist Al Rim beard gent beyond inside face of J TJI JOIST ATTACHMENT at BEARING TTmberStrand wall. E2 between Joists LI L2 L3 See current Trus Joist L4 rotect untreated wood from direct conta t O LSL Golumn O O literature for framing Gtith concrete A3 TJI Joist to Bearing Plate Squash Blocks to TJI Joist(Load GOnneC{Ore O True Joist rim board bearing wall above) One IOd (3")box Seat cuts must be within nail into each flange CONNECTION OF MULTIPLE PIECES OF wall. One 86(2-1/2") TOP-LOADEDII BEAMS(1) CS box nail each BEARING AT COLUMN TJI rem Joist side. Drive nails 1-314"Width Pieces: at an angle at Minimum of 3 rows 10d (3" x 0.128") nails at 12" o.e. True Joist least 1-1/2" from L3 I-3/d" min lmum bearing True board end. 11 A2 at and support: 3-1/2" Verify Parallam PSL or Minimum Of 4 rows 10d (3 x 0.125 ) nails at ELEVATED COLUMN minimum at Intermediate TtmberStrand LSL 12" o.c, for 14" and deeper beams BEAM ON COLUMN COLUMN BASE BASE Ll support CAP �) Shear transfer:Connections equivalent to ,column If using 12d (3-114 ) Or larger nails, the HI floor panel nailing schedule capacity and beam number of nailing rows may be reduced Optional bearing leength. by one, non-shrink B2 Rim to TJI Joist See ccurrent grout • 3-112"Width PIECES: Trus Joist rim board or oistOne 10d 3" box 3-1/2"wide TJI rim TYuis Joist LeJ 1-3/4"wide TJI rim lite:raturw. Minimum of 2 rows I/2 bolts O 133 j ( ) at 24" o,e, stage.ered nail into each flange TJI floor joistToe nail with lOd (1)Load must be applied evenly across entire 2-1/16"-2-5/16"wide (3")box nails, one each joist beam width.Otherwise,use connections for side-loaded beams. O TJI rim joistOne 16d side of TJI joist flange Butting Use B1 cot B2 at ddit' I nailing or bolting may be required with B4 JOIsts (3-1/2")box nail into each LB Lhs de-loaded multiple-member beams.Refer to current Pi P2 P3 with blocktin termediatte bearings flange 3-1/2"wide 9roduct literature. Pamela it load beatring or shear TJI rim joist Top View End of Joists at centerrn wall frorm above of support - 1--� FASTENING Of FLOOR PANELS Braced end wall BEAM ATTACHMENT at BEARING ewe note 3 under True Jolet rim board Closest On-Center Spacing per Row � W WARNINfs Nail Size TJI Trus Joist rim board TimberStrand LSL H1 One IOd(3")box ti 110 and 210 230,360 and 560 1" 1-112" 1.1/2"orwider Microllam LVL Parallam PSL r� O Sd (2-112")box 2-Id 2" 6" 4" a nail each side of -� / O member at bearing, 8d(2-1/2")common 3-IA2" 2" 6" 4" 3" 3" 3" p • I-I/2" minlmum from end Q � O O Q 10d(3"),12d(3.114")box g"' 2" 6" 4" INSTALLATION TIPS L4 O Drive Walla at arSee framing plan(if applicable)or Framer's Pocket (_ angle to minlmfzeuide for minimum end and intermediate bearing 10d(3"),12d(3-1/4")common 4-6/2" 3" 6" 4" 4" 4" 4" Subfloor adhesive well Improve Floor performance,but U 16d(3.1/2")common N.A. 4" 16" 6'eu 6"u all 6 may not be required, O LA XterlOr Deck splitting of plat�ngihs. (1)Can be reduced to 4"on-center with rnawmurn naApe"netrahon of 1-3/8"mto the narrow edge When Joists are doubled at non-load bearing parallel O ttaehment O partitions,space Joists apart the width of the wall Recommended nailing is 12" on-centetr In field and 6" on-center along for plumbing or HVAC. O) structural sheathing I'I l sheathing edge. Nallire requtremertia on engineered drawings supersede Additional Joist at plumbing drop lace detail). O DO NOTusesawnlumber g. CIIIZi recommendatlona. O Nailing rows must be offset at least 11/2" and staggered. Sawn for l mbaroard may O Sawn lumber may shrink �� ' t^--,'� 14 ga. staples may be aubatituted forr Sd 12-1/2")nails If minimum penetration O after installation. U of 1" Into the TJI Joist or rim boardl Is achieved. �� Protect O See ALLOWABLE untreated wood Joists are unstable until braced laterally Farthest On-Center Spacing per Row From direct O H3 IDLES Bracing Includes: Maximum spacing of nails fe: t. � For I !at widths 1-3/4"or lees: 18" on-center contact with concrete Blocking -Sheathing Far Jofst wldths greater than 1-3/4"1: 24" on-center DO NOT allow workers to walk on angora Rim board -strut Linea -Rim Jolet DO NOT stack building materials Joists on unsheathed joists.Stack only FILLER and BACKER BLOCK SIIZES shifted Jot Acialtional until braced, over beams or walls. TJI Flange Widths 1-314" 2.1116" 2-5f16" 3-112" Jotat / INJURY MAY RESULT. g I' lumbin drop Bearing plate to O g p A WARNING NOTES: Depth 9-112 or 14" 9-112"or 14"or 9-112"or 14"or 18"or 11.718" 14"ar 18"or be Flush with Inside r4 WeyerhaeL{ser 13lJsIrlEBs p 11-718" 11.7/8" 1s" 11-7/8" 16" 20" 16" 20' Squash blocks and blocking panels carry stacked race of wall or Lack of concern for proper bracing during construction can result in serious accidents.Under normal conditions if the Filler Block* x x x 2x12+ I/2' Two Two Two vertical loads(details 61 and B2). Facking out the beam following guidelines are observed,accidents will be avoided. 2x6 2x8 3/5" 3/8" 1/2 I/2° sheathing web of a TJI Joist(with web stiffeners) Is not a Detail H2 2x6 2x8 2x12 lg 9 J pp J p y p p y .— y ( ) h thin hA hl heathln eubstttute for squash blocks or blocking panels. I.All block) ,hen ere,rim boards and rim olete at the end supports of the TJI olaia must be completely Installed and ro mil rallied. Cantilever Filler 2x6 2xICD 2x6+3/8 2x1O*318 2.1 . 1/2' 2x10 1/2 2.Lateral atrerIeth,like a braced end wall or an existing deck,must be established at the ends of the bay.This can albo be i Not accompllshed by a temporary or permanent deck(sheathing)fastened to the first 4 feet of Jolate at the end of the ba Detail E4 4'-O" 6'-O>" aheath'n sheathin sheathing sheathing Not a cable ( ) 9 9 9 n appltcabl K'p o long IOnt�' 4'-0" lOng6'-O° long 4'-0" long 6'-O" long 3,safety bracing Ilnea of Ix4(minlmum)must be nailed to a braced end wall or ahealhed area as In note 2 and to each Jolet.Without �•j',,. � �x^.c w i'`'�•'- bracing,buckling eidewaye or rollover la hlehig probable under light construction loads-Ilke a worker or one lays•of unnalled Backer Block* 5/8" or 3/4" or 4.Rheath,ng must be totally attached to each TJI Jolat before additional loads can be placed on the system. (Detail Ft 3/4" T/e" I"Net 2x6 2x8 2x12 or H2) 5.Ends of cantilevers re ulre eafet biotin on both the too and bottom flan se. If necessary,increase filler end backer block height for facet mount hangers Maintain V8"gap al fop oljoist;lee detail W Filler and barker block lengths should q y o 9 !? t r�� r DR�WN: MI""I/IVIS acrnBras!ere required and batspr block height fowm ton'bacMhan hangers and24'minimum for blocks). 6.rho Flanges must remain straight aithtn a tolerance of I/2"from true ellgnmeM. ,;' +M+ • i1i1i7 '`� -�r� � SCALE: 1l4"=1'-0" g g This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. ; ;. JOB tt: Janus 06 2009 SHEET NUMBER: A- 10 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS REVIEW SET 12/2/2008 PERMIT SET 09/29/2008 REVISED SET /1 /2008 REVISED SET 12/29/2008 USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW M,ANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, REVISED SET 01/06/2009 KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD BOTTOM PLATE LEDGER o HEADER RIDGE bOUBLETJ JOIST IV, , Aw O +. 11l 111 SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLIY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH (2)JOISTS. UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC U H a Q-mop pp c WALL STUD—► / w THROUGH-ROOF EXHAUST z / VENTS SELECTED AND LOCATED BY CONTRACTOR R METAL STRAP CRICKET AT TOP-SIDE OF c CHIMNEY RIM BOARD VENTILATION CHANNEL RAFTER AS REQUIRED '- • RAFTERS SILL PLATE(S) WALL SHEATHING MAINTAIN SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION - TOP PLATE BLOCKING ' - - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS @48"OC ATTIC SHALL BE PROVIDED WITH A AND ALL WIINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP FASCIA FLOOR JOIST DEPTH USP NIUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GUTTER INSTALL 4'0" O.C. / ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER 1�jTHE SPACE VENTILATED. ALL OPENINGS 4"-8" LS7A24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- l TIN. SOFFIT SEXTEPLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH ^^ INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF INCH IN DIMENSION. SOFFITED EAVE 8" - 14" LS7TA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO O ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDO)WN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ACTION CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14„- 16„ LS7A36 1-1/4 x36 18ga. STRAP AND JACK STUDS / 8 - 12" RAFTER RT20 21-1/8 x 20ga. TYDO)WN ANCHOR EACH RAFTER SOFFITED SAVE DETAIL cn ON ALL OPENINGS KEEP ROOFING NAILS OUT ' OF FLASHING d 2ND. FLOOR WALL / W ' ROOFING LAPS BASE Q FLASHING 4 INCHES o O RAFTER \ E RIDGE CAP OF SAME BASE FLASHING WRAPS CORNERS, U EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING .,� SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT r� Z WOOD JOIST TOP PLATE SIDE WALL FLASHING GIRDER/HEADER �Z-I ^ O 1ST. FLOOR WALL STAPPIIWG TO BE ATTACHED TO WALL STUDS @48•OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES 50 RAFTER INSTALL 4'0" O.C. AS TO FORM DRAINAGE CHANNELS AND 4"-8" L STA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTIONI APPLICATION g PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8"- 16" NOSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF DBL. SILL PLATE '��,, TERMITE SHIELD % I SUBFLOOR SILL GASKET -!�; � WOOD JOISTS CONC. ` NEOPRENE TYP. CONC. FOUNDATION A GASKET ; 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6 MIL. POLY TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR v GRANULAR FILL - - ry I 1/2 " DIA, BOLTS v 40" o.c. STAG, v STEEL COLUMN I . p D ° ROOF JACK ` CONC. SLAB -. STEEL BEAM^`p - // I I . r C r ° ^ COMPACT FILL o o \ ^ 4" x I/4" x 8" STEEL D / + D ' ROOFING LAPS "'i � ' TOP AND BOTTOM PLATE KEYWAY FOOTING a ° ' ';� p FLASHING AT I WITH 1/2" x 6" ANCHOR BOLT p`n I. n° L� CONC. FTG. % Q p ( D ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP � 1/2" GROUTO o D (USP LBPS58 OR BP583) � REINFORCING BAR 3" STEEL COLUMN • —a FOUNDATfION 518" DIA. ANCHOR BOLT I � I +-a DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTfING MAXIMUM SPACING FLASHING LAPS , , l 10 KIPS U W SILL PLATE TO FOUNDATION ROOFING AT BOTTOM 1 STOR,Y 72 OC ��' CRAWL SPACE OR FOUNDATION Z TYPICAL BEAM DETAIL w � TYPICAL GONC. FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORKS 36" OC L/� WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12"CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING r ¢ �D WALL BOTTOM PLATE TO FOUNDATION 1-2 STORI'JES 57"OC ROOF JACKS 4 VENTS DETAIL O E-+ Q t SLAB-ON-GRADE F- I SUBFLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE COMPACT FILL DOOR I USE 2X8 G JOIST ' FOR BLOCKOUT STEEL BEAM -' 4" SLAB P.T. PLATE W/ 6X6 WMM SLOPE ' 1/2"AlR SPACE . 1 p • �! ° °• 4 DRIVEWAY-- m,. NOTCH JOIST AND ADJUST HEIGHT (WITH A NAILING PLATE IF NEEDED) a' AT END AND ^ p ° ' ° ° . .° TO BE APROX. 1/2" OR HIGHER THAN _ _ _ IDES OF WOOD STEEL BEAM TO ALLOW FOR SHRINKAGE r Q = BEAMS ° ° o° ° a. , ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) •' GRADE a «--"- - «-- - - e e �' - _ �! 0 6X6 W.W.M. — — — — — — — — —" '� ° D T= =T— ice 4 — I . • fir' u.; 12" D ,�� 'D D Q ^ G1 G1 r p p Q , I I I�ICr .� �,y •, MIN. �,'° ° 'A L''^ Q'� �'� •° �\ NOTCH BEAM FOR MUDSiILL IF REQUIRED-- MAXIMUM , ° ° D I I-) SUBFLOOR /o°°; •s a REINFORCING BAR k NOTCH EQUALS 1/4 DEPTf H OF BEAM �— ° o . D ► REINFORCING BAR c°_•° . OIST DRAIN TILE SHEET METAL 30#FELT UNDER BEAM AT POINT A 12„ STEEL.BEAM I i_ = _ITI_ i=p• OF CONTACT WITH CONCCRETE OR CONC. BLOCK F 1 _+ �-. , DRAWN: MH/M5 3 TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. °° SHIMS TO LEVEL BEAM PLATE (BOLTE BEAM) , �` SCALE: 1/4"=1'-0" A, JOB#: REINFORCE FOOTING WITH (2)#4 REINFORCING BARS. 3" MINIMUM BEARING SUIRFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT '�',,' :� ''�, January 06,2009 SHEET NUMBER: BEAM POCKET A- 1 REVISIONS: REVIEW SET 09/26/2008 PERMIT SET 09/29/2008 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS REVISED SET 12/2/2008 REVISED SET 12/ 9/2008 REVISED SET 01/06/2009 USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, •4" MAX. KING STUDS 4" DIA. MAXIMUM RAFTER CRIPPLE STUD LEDGER HEADER ®® � ® RIDGE .HHz RAFTER JACK STUDS M RAFTER-TO-LEDGER CONNECTION DECK AND COVERED PORCH NOTES: LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION 1Z RIDGE-TO-RAFTER CONNECTION 72X10 ER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel. STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/ LEDGER ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD aC U ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/ LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. a m Girders on concrete piers shall be anchored with proper steel connectors anchored a w into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 1-1/2 SPACE v ': On Cry O a d MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. RAFTER HANDRAILS 22 4). Deck joists to have blocking at 8'0 o.c.. o RAFTER 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers POST and nuts at 16"o.c. TOP PLATE 6). Concrete piers shall be a minimum 6"above grade. TOP PLATE 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored BALUSTERS to girder(s). RIM/DECK JOTS-T---; WALL STUD o OPEN BALUSTER ATTACHED TO WALL WALL STUD 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 1��u Q11 0 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTIONfor any contact with ACQ. RAFTER TO PLATE/STUD CONNECTION ALL HANDRAILS SHALL BE CONTINlUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION NAILING SCHEDULE O OF THE STAIRS. HANDGRIP PORTIiON OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH SHALL NOT BE LESS THAN 1-1/4" NlOR MORE THAN 2" IN 4 -6 CONNECT TO RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION ►� RAFTER RT10 10-3/4 x 18ga. TYDOWN ANCHOR EACH RAFTER CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS a CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL CONNECT TO PLATES TO EACH STUD PLATE/WALL SPTH4 STUD PLATE ANCHOR ROOF SHEATHING: PROVIDE AN EQUIVALENT GRIPPINIG SURFACE 8" - 12" RAFTER RT20 21-1/8"x 20ga. TYDOWN ANCHOR NAIL NAIL EACH RAFTER JOINT DESCRIPTION NOTES W QTY. SPACING AS PER TABLE 2304.7(5) Q STRUCTURAL PANEL 8d NYS BLDG. CODE O O 4" MAX. U 4" DIA. MAXIMUM GIRDER/HEADER H ROOF FRAMING: �) GIRDER/HEADER Z JOINT DESCRIPTION NAIL NAIL NOTES °0 �T F� QTY. SPACING I---� OU 0 z JOIST POST/COLUMN ° ° RAFTER TO 8'WALL: 3-8d COMMON EACH o ° TOP PLATE 1 U WALL:4-8d COMMON RAFTER TOE-NAIL POST/COLUMN 0 CEILING JOIST 8'WALL: 3-8d COMMON EACH O TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL CEILING JOIST TO TABLE 2304.9.1 EACH FACE GIRDER/HEADER 0 PARALLEL RAFTER NYS BLDG CODE LAP NAIL CEILING JOIST LAPS TABLE 2304.9.1 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION NYS BLDG CODE LAP NAIL COLLAR TIE TABLE 2304.9.1 EACH FACE LOCATION USP NUMBER DESCRIPTION APPLICATION TO RAFTER NYS BLDG CODE END NAIL SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/ PBSE44/ KC44 POST CAP ANCHOR APPLY TO EAICH COLUMN BLOCKING EACH TOE DGIG/1=,SRC+-I RAILING . 6x6 SOLID COLUMN PBS66/ PBSE66/ KC66 POST CAP ANCHOR APPLY TO EAICH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER END NAIL 2-8d COMMON LOCATION JUSP NUMBERI ESCRIPTION I APPLICATION HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EAICH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS RIM BOARD 2- 16d COMMON EACH END JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST TO RAFTER END NAIL STU WALL FRAMING: ° �+` � BEARING PLATE GIRDER JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING �" • TOP PLATE TO PER 0 Q TOP PLATE 2- 16d COMMON FOOT FACE NAIL TOP PLATES AT JOINTS FACE 0 WOOD JOIST ' INTERSECTIONS 4- 16d COMMON EA. SIDE NAIL STUD TO 24" FACE O.C. NAIL LEDGER I I '>- 2- 16d COMMON CONCRETE PIER° GIRDER/HEADER • HEADER TO 16" O.C. FACE - HEADER ALONG EDGES NAIL •O WOOD JOIST • 16d COMMON WOOD JOIST TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END d--� PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL U BOTTOM PLATE TO: FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x FLOPER OR JOIST, BAND JOIST, 2- 16d COMMON FOOT FACE NAIL z (MINIMUM) END JOIST OR BLOCKING CEILING JOIST TO IBLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH II FOR HEADER HEADER/GIRDER-TO-POST CONNECTION U OR BEAM I LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"0C WITH WASHERS THE PROPER STEEL CONNECTOR. I LOCATION USP NUMBER DESCRIPTION APPLICATION O Q F" IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS r l TO ALLOW FOR SHRINKAGE. REQUIRROD ED I I (2) BEAMS PAU44 OR WE44 POST/ BEAM ANCHOR APPLY TO EACH PIER V FOR STU (3) BEAMS PAU66 OR WE66 POST/ BEAM ANCHOR APPLY TO EACH PIER C DECK FRAMING: FLASHING TUCKED UNDER I I NAIL NAIL TOP PIECE OF SIDING AND JOINT DESCRIPTION NOTES QTY. SPACING •.--a JOIST TO: PER TOE LAPPED OVER FIRST CONTIN. THREADED ROD SILL,TOP PLATE OR GIRDER 4'8d COMMON JOIST NAIL PIECE OF SIDING BELOW BRIDGING 2-8d COMMON EACH TOE 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER rNUT TO JOIST END NAIL CONNECTED TO BLDG. @16" OC POST BLOCKING EACH TOE MIINIMUM TO JOIST 2-8d COMMON END NAIL WOOD JOIST END DISTANCE BLOCKING TO: 3- 16d COMMON EACH TOE SILL OR TOP PLATE BLOCK NAIL BLOCKING Q LEDGER STRIP EACH FACE a°°• - MINIEMU 3- 16d COMMON FLOOR FRAMING °? o ' o END ANCE v ° ^ v , TO BEAM JOIST NAIL >> 2x JOISTS o 12"x12"x12" " "^ " ^ >' " JOIST ON LEDGER 3-Sd COMMON PER TOE WOOD GIRDER .� ; '.�'• CONCRETE FOOTING �� ^ �t^ TO BEAM JOIST NAIL BAND JOIST 3-16d COMMON PER ErVD BLOCKING FOR JOIST HANGER > " ^ TO JOIST JOIST MAIL%,• a' ! " . DRAWN: MH/MS LAG BOLTS a p BAND JOIST TO: PER t 'T" ? HOLLOW COLUMN UPLIFT 2- 16d COMMON TOE NAIL I' a SCALE: 1/4"=1'-0" #. �,,. • i .,., ; RIM JOIST/ BD. a o r SIMPSON STRONG TIE MODEL STRRI/2 SILL OR TOP PLATE FOOT x _key.,�.r, ". SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. CONNECTION �+ , : ,;.,. JOB#: o :, . �. �., � ,,. January 06,2009 PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION '�,.�Y _ SHEET NUMBER: USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/ BEAM ANCHOR APPLY TO EACH FOOTING DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/ BEAM ANCHOR APPLY TO EACH FOOTING ' A- 12 REVISIONS: PPED 09/26/2008 09/29/2008 12/12/2008 NOTES 12/29/2D08 GENERAL 01/06/2009 EXITS: FLAN CONTENTS: EXITS SHALL COMPLY WITH SECTION 1002 AND THE APPLICABLE REQUIREMENTS OF SECTION 1003. OCCUPANCY CLASSIFICATION OFFICE SPACE: GROUP B SHOP: GROUP F AN EXIT SHALL NOT BE USED FOR ANY PURPOSE THAT INTERFERES WITH ITS FUNCTION AS A MEANS BUILDING USE BUSINESS AND MILL SHOP OFEGRESS. ONCE A GIVEN LEVEL OF EXIT PROTECTION IS ACHIEVED, SUCH LEVEL OF PROTECTION CONSTRUCTION TYPE WOOD FRAME CONSTRUCTION 5A BUILDING HEIGHT 248-1 I/2" SHALL NOT BE REDUCED UNTIL ARRIVAL AT THE EXIT DISCHARGE. EVERY FLOOR AREA SHALL BE OFFICE SPACE: 2141 SQ. FT. SHOP SPACE: 2141 SQ, FT. PROVIDED WITH THE MINIMUM NUMBER OF APPROVED INDEPENDED EXITS AS REQUIRED BY TABLE TOTAL 50. FT, OF CONSTRUCTION COVERED PORCH: 2 1018.1 BASED ON THE OCCUPANT LOAD, EXCEPT AS MODIFIED IN SECTION 1014.1 OR 1018.2. BUILDING FT. N PRESCRIPTIVE A5 PER N.Y.S. BUILDING CONSTRUCTION CODE, DESIGN CRITERIA N PROVISIONS FROM 5STD 10 1609.1.1 SECTION 6 OF ASCE 1, AND PR CORRIDORS: FRAMING ELEMENTS A5 PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES ®► "_.ff THE MINIMUM CORRIDOR WIDTH IS DETERMINED FROM SECTION 1005.1, BUT NOT LESS THAN 44". ®��® '�� CORRIDORS 100 CIORRIDORS SHALL COMPLY WITH SECTIONS 1005-1016. THE CORRIDOR WALLS REQUIRED TO BE STAIRS 100 GAURDRAILS ZANY DIRECTION) 200 RATED AND SHALL COMPLY WITH SECTION 708 FOR FIRE PARTITIONS. FIRE-RESISTANT FIRE ESCAPES 100 CEILING 20 EXIT SIGNS: ROOF (GROUND SNOW LOAD) 20 EXIT SIGNS ARE TO COMPLY WITH SECTIONS 1011., NYS BUILDING CODE. EXITS AND MARQUEES t CANOPIES '15 EXIT ACCESS DOORS ARE TO BE MARKED BY AN APPROVED EXIT SIGN READILY VISABLE FROM ANY DESIGN LOAD CALCULATIONS LIGHTHEAVY STORAGE 125 50 DIRECTION OF EGRESS TRAVEL. ACCESS TO EXITS SHALL BE MARKED BY READILY VISABLE EXITS SIGNS LIGHT(LIVE LOADS P5F) HEAVY ANUFSTORACT 225 IN CASES IN CASES WHERE EXIT OR PATH OF EGRESS TRAVEL IS NOT IMMEDIATELY VISABLE TO THE OFFICES MANUFACTURING 50 N OCCUPANTS. EXIT PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT CORRIDOR MORE THAN 100' OFFICES 50 RETAIL 100 FROM THE NEAREST EXIT SIGNS. EXIT SIGNS ARE TO BE ILLUMINATED AT ALL TIMES. TO ENSURE WHOLESALE 125 CiONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 90 MINUTES IN CASE OF PRIMARY DINING ROOMS t RESTAURANTS 100 N a ro POWER LOSS, THE EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED BALCONIES 100CL, m FROM STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EXPOSURE GATAGORY DESIGNED FOR CAT. B LOAD PATH SEECONSTRUCTION E (ROOF - FOUNDATION) E EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702.ILLUMINATION EMERGENY. DETAILP L ANDWIND PATH CONNECTION PAGE t CsENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE U EMERGENCY LIGHTING: EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE POWER TO COMPLY WITH SECTION 1011.5.3, NYS BUILDING CODE, THE POWER SUPPLY FOR MEANS FIRE PROTECTION OF EGRESS SHALL NORMALLY BE PROVIDED BY THE PREMISE'S ELECTRICAL SUPPLY. (SMOKE t CO2 DETECTORS) SEE FLOOR PLANS 5GI55oR TRUSS ROOF INTHE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY TRUSS DESIGN ENERGY CALCULATIONS GOMchecic IILLUMINATE THE FOLLOWING AREAS: 1). EXIT ACCESS CORRIDORS, PASSAGEWAYS, AND AISLES IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS. LEGEND 21.). EXIT ACCESS CORRIDORS AND EXIT STAIRWAYS LOCATED IN BUILDINGS REQUIRES TO HAVE TWO OR BATHROOM SPECIFICATIONS OR MORE EXITS. N.T.S. EMERGENCY EXIT LIGHT 31). INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1013, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. LIGHTED EXIT SIGN 4). THE PORTION OF THE EXTERIOR EXIT DISCHARGE IMMEDIATLY ADJACENT TO EXIT DISCHARGE DOOR- Bathroom(s) are to be ADA compliant as per "MIN. WAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. THE EMERGENCY POWER SYSTEM SHALL ICC 2003 / ANSI A117.1. 24 r1 PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES 24" t2"_L 36" GRAB BAR SMOKE DETECTOR O AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ONSITE GENERATOR. THE Water Supply and drain pipes under lavatories (33-36" ABOVE FLOOR) IINSTALLATION OF THE EME RGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. and sinks shall be insulated or otherwise cn configured to protect against contact. There a EXIT ACCESS: shall be no sharp or abrasive surfaces under 'j] H 17HE EXIT ACCESS ARRANGEMENT SHALL COMPLY WITH SECTION 1014 AND THE APPLICABLE PROVISIONS OF lavatories and sinks. OCCUPANCY CALCULATIONS (TABLE 1004. 1.2) w SECTION 1013, NYS BUILDING CODE. THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL, MEASURED FROM THE Accesible lavatories and sinks are to comply FRONT ELEVATION O Q MOST REMOTE POINT TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL AND UNOBSTRUCTED PATH OF with Section 606 . OCCUPANCY AREA S.F. TOTAL OCCUPANTS Z EGRESS TRAVEL SHALL NOT EXCEED THE DISTANCE GIVEN IN TABLE 1015.1, NYS BUILDING CODE. A clear floor or ground space complying o U with Section 305.3, positioned for foward SHOP 2147 5 - FIRE EXTINGUISHERS: approach, shall be provided. Knee and toe 12"MAX 42°MIN. F" FIRE EXTINGUISHERS TO BE IN INSTALLED AS PER SECTION 3309, NYS BUILDING CODE. ALL STRUCTURES clearance compling with Section 306 OFFICE 1592 4 W to UNDER CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE PROVIDED WITH NOT LESS THAN ONE shall be provided. ® 9 U v APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE The front of lavatories and sinks are to be H IATERIALS HAVE ACCUMULATED. AN APPROVED PORTABLE FIRE EXTINGUISHER SHALL BE PROVIDED IN EVERY 34 inches maximum above the floor or NUMBER OF EMPLOYEES NOT TO STORAGE AND CONSTRUCTION SHED. THE CODE ENFORCEMENT OFFICIAL IS AUTHORIZED TO REQUIRE ground, measured to the higher of the EXCEED 9 PEOPLE ADDITIONAL APPROVED FIRE EXTINGUISHERS WHERE SPECIAL HAZARDS EXIST, SUCH AS FLAMMABLE OR fixture rim or counter surface. SIDE ELEVATION O C-OMBUSTABLE LIGUID STORAGE HAZARDS. FIRE EXTINGUISHERS SHALL COMPLY WITH SECTION 906, NYS Faucets shall comply with Section 309. BUILDING CODE. Hand-operated, self-closing faucets shall remain open for 10 seconds minimum. FIRE ALARM AND DETECTION SYSTEMS: Sinks are to be a maximum 6-1/2" deep. CONSTRUCTION CLASSIFICATION(SECT. 602 / TABLE 601): SMOKE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 907 OF THE Multiple compartment sinks shall have FIRE CODE. MANUAL FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION NFPA 72 AND 907.2.1 at least one compartment complying with 34" TYPE I & II: BUILDING ELEMENTS ARE NONCOMBUSTIBLE MATERIALS. "THROUGH 907.2.23, AUTOMATIC FIRE DETECTION SYSTEMS SHALL BE IN ACCORDANCE WITH SECTIONS the requirement. MAX 903.3.1.1 OR 903.3.1.2 - TYPE III: EXTERIOR WALLS ARE NONCOMBUSTIBLE, INTERIOR (HEIGHT OF LAVATORIES AND SINKS ELEMENTS ARE OF OTHER PERMITTABLE MATERIAL BY CODE. TYPE IV: HEAVY TIMBER (HT), EXTERIOR WALLS ARE NONCOMBUSTIBLE, INTERIOR ELEMENTS ARE OF SOLID OR LAMINATED WOOD W/O / CONCEALED SPACES. kOOF FRAMING: NAILING SCHEDULE JOINT SCRIPTION NAIL NAIL/ NOTES TYPE V: STRUCTURAL ELEMENTS, EXTERIOR WALLS & INTERIOR WALLS QTY. SPACING ARE OF ANY PERMITTABLE MATERIAL BY CODE. RAFTER 8'WALL:3-8d COMM9N` EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COM ON RAFTER CEILING JOIST 8'WALL:3-8 OMMON EACH TOE-NAIL TO TOP PLATE 10'WA d COMMON JOIST I n/ i ( /Y CEILING JOIST TO A ERT B E3.7 EACH FACE �!-� L / CLIMATIC & GEOGRAPHIC DESIGN CRITERIA PARALLEL RAFTER WFCM-SB LAP NAIL �Q SHEATHING: CEILING JOIST LAP AS PER TABLE 3.7 EACH FACE A1C NAIL GROUND WIND SEISMIC FROST WINTER ICESHIELD JOINT DESCRI FLOOD OVERPARTITI WFCM-SBC AP NAIL TY. SPACING ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS O CO IE AS PER TABLE 3.4 EA FACE STRUCT AL PANEL gd AS PER TABLE 3.8 LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED TO TER WFCM-SBC END NAIL bVFCM:SBC NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIIELD MODERATE SLIGHT TO - L RAFTER END N CKING 2-8d COMMON EACH OE C 11 I N G SHEATHING: 20 LEIS. 120 B SEVERE 3 FT. 11 NONE O 4'PERIMETER EDGE ZONE Sd COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES: 1,3 TO HEAVY MODERATE A RIM BOARD EACH END JOINT DESCRIPTION NAIL NAIL SEE NOTES:1 (BOTH FIELDS) 2-16d COMMON QTY. SPACING INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD TO RAFTER END NAIL GYPSUM 7" O.C.EDGE WALL FRAMING: WALLBOARD 5d COOLERS 10"O.C.FIELD GABLE ENDWALL RAKE AND RAKE TRUSS Sd COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES: 1,3 NOTE: U JOINT DESCRIPTION NAIL NAIL NOTES WALL SHEATHING:` NOTES CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 0 Q QTY. SPACING TOP PLATE TO PER FACE NAIL JOINT DES PTION N NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 2-16d COMMON Y, SPACING TOP PLATE FOOT SEE NOTE:1 1 PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. STRUCTURAL AS PER TABLE 3.9 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, )• TOP PLATES AT JOINTS FACE d COMMON 2 .USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. [/) 4-16d COMMON PANELS WFCM-SBC the 4 foot perimeter edge zone attachments required shall be used. ) INTERSECTIONS EA.SIDE NAIL 7/16"OS � MMON 3"O.C.EDGE 3). INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. STUD TO 24" FACE 6d CO 2}.Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members With G>0.49. 2-16d COMMON (� PLYWO D 6"O.C.FIELD STUD O.C. NAIL r � For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. HEADER TO 16"O.C. FACE PSUM 5d COOLE� 7" O.C.EDGE HEADER 16d COMMON ALONG EDGES NAIL ALLBOARD 10"O.C.FIELD 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49..For }� SjI`-��jTANG _� TED CONSTRUCTION TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END OOR SHEATHING: framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. �� ' ` `r �/1 PLATE TO STUD 3-16dCOMMON PER 2x6STUD NAIL JOINT DESCRIPTION NAIL NAIL WALL SHEATHING REQUIREMENTS FOR WIND LOADS. , BOTTOM PLATE TO: QTY. SPACING NAIL SPACING NAIL SPACING AT INTERMEDIATE I). THE REQUIRED FIRE-RESISTANCE RATING OF FIRE-RESISTANCE 5). WHERE REQUIRED BY THE CODE ENFORCEMENT OFFICIAL, A BIGN FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL SHEATHING LOCATION FIELD INOTES CONSTRUCTION (INCLUDING WALLS, FIRE STOPS, SHAFT SHALL BE PERMANENTLY DISPLAYED ON OR NEAR EACH FIRE DOOR FOOT SEE NOTE: 1,2 STRUCTURAL PANELS 6"O.C.EDGE AT PANEL EDGES SUPPORTS IN THE L END JOIST OR BLOCKING 1"OR LESS 8d COMMON 12"O.C.FIELD PANE ENCLOSURES, PARTITIONS AND FLOORS) SHALL BE MAINTAINED IN LETTERS NOT LESS THAN 1 INCH HIGH TO READ AS FOLLOWIS: 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES: 1,3(BOTH FIELDS) PER NOTES. NOTE:2 FIORPANEL FIELD SECTION '103 NYS BUILDING CODE. 1. FOR DOORS DESIGNED TO BE KEPT NORMALLY OPEN: FLOOR FRAMING: D INTERIOR ZONE 8d COMMON @ 6"O.C. Sd COMMON @ 12"O.C. SEEE NOTE:3 "FIRE ODOR - O NOT BLOCK" NAIL NAIL JOINT DESCRIPTION NOTES 2). REQUIRED FIREBLOCKING AND DRAFT5TOPPING IN COMBUSTIBLE 2), FOR DOORS DESIGNED TO BE KEPT NORMALLY CLOSED: QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF PER TOE MENTIONED IN SCHEDULE NOTES ONLY. NOTES CONCEALED SPACES SHALL BE MAINTAINED TO PROVIDE FIRE DOOR - KEEP CLOSED , JOIST TO. 4-8d COMMON CONTINUITY AND INTEGRITY OF THE CONSTRUCTION, SILL,TOP PLATE OR GIRDER JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.1).Nailing requirements are based on wall sheathing 6), HOLD-OPEN DEVICES AND AUTOMATIC ODOR CLOSERS, WHERE BRIDGING EACH TOETHAT- TO • 28d COMMON nailed 6"on-center at the panel edge.If wall sheathing 3), REQUIRED SMOKE BARRIER PARTITIONS SHALL BE MAINTAINED TO PROVIDED, SHALL BE MAINTAINED. DURING THE PERIOD JOIST END NAIL is nailed 3"on-center at the panel edge to obtain higher 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment"requirements shallll PREVENT THE PASSAGE OF: SMOKE AND ALL OPENINGS PROTECTED DEVICE IS OUT OF SERVICE FOR REPAIRS, THE DOOR IT d. BLOCKING EACH TOE shear capacities,nailing requirements for structural be use WITH APPROVED SMOKE BARRIER DOORS OR LEAKAGE-RATED OPERATES SHALL REMAIN IN THE CLOSED POSITION. 2-8d COMMON TO JOIST END NAIL members shall be doubled,or alternate connectors, such as shear plates,shall be used to maintain load path. 2).Tabulated 12 inch c.c.nail spacing assumes sheathing attached to stud framing members with (SMOKE) DAMPERS. 1,$., �" rs.: r•. sti BLOCKING TO: EACH TOE G>0.49.For framing members with 0.42<G<,the nailspacings shall be reduced to 6 inches o.c. -1). SWINGING FIRE DOORS SHAL CLOSE FROM FULL-OPEN POSIT 3-16d COMMON g SILL OR TOP PLATE BLOCK NAIL _. �, " DRAWN: MH/MS 2).When wall sheathing is continuous over connected 4). OPENING PROTECTIVES SHALL BE MAINATINED IN AN OPERATIVE AND LATCH AUTOMATICALLY. THE DOOR CLOSER SHALL E>tl`R SCALE: 1/4"-1'-0" LEDGER STRIP EACH FACE members,the tabulated number of nails shall be permitted 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. TO BEAM 3-16d COMMON p CONDITION IN ACCORDANCE WITH NFPA 80, FIRE DOORS AND ENOUGH FORGE TO CLOSE AND LATCH THE DOOR FROM JOIST NAIL to be reduced tot -16d nail per foot. ):" JOB ff: JOIST ON LEDGER PER TOE SMOKE BARRIER DOORS SHALL NOT BE BLOCKED OR OBSTRUCTED PARTIALLY OPEN POSITION. t'"y w:Asa'J -8d COMMON OR OTHERWISE MADE INOPERABLE. FUSIBLE LINKS SHALL BE t° r r January 06,2009 TO BEAM 3 JOIST NAIL BAND JOIST PER END REPLACED PROMPTLY WHENEVER FUSED OR DAMAGED. FIRE ODOR 8), HORIZONTAL OR VERTICAL SLIDING AND ROLLING FIRE DO O1R �'�,y, y�2X"��'°"`�, SHEET NUMBER: A55EMBLIES SHALL NOT BE MODIFIED. 3-16d COMMON SHALL BE INSPECTED AND TESTED ANNUALLY TO CONFIRMf� TO JOIST JOIST NAIL PROPER OPERATION AND FULL CLOSURE. A WRITTEN RECORD -'•'-�� '''' BAND JOIST T0: 2.16d COMMON PER TOE NAIL " SHALL BE MAINTAINED AND AVAILABLE TO THE CODE SILL OR TOP PLATE FOOT SEE NOTE:1 ENFORCEMENT OFFICAL. A- 13