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HomeMy WebLinkAbout38715-Z ,N.9. t, coo, Town of Southold 3/10/2016 tam. ��t P.O.Box 1179 w rh a 53095 Main Rd {'o4 ./ Southold,New York 11971 1 * �+,,' CERTIFICATE OF OCCUPANCY No: 38146 Date: 3/10/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2000 Fairway Dr, Cutchogue SCTM#: 473889 Sec/Block/Lot: 109.-5-14.10 Subdivision: Filed Map No. - Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/3/2014 pursuant to which Building Permit No. 38715 dated 3/17/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered porch, to an existing one family dwelling as applied for. The certificate is issued to Warns,Peter&Jeanine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38715 3/2/2016 PLUMBERS CERTIFICATION DATED 3/8/2016Hi-Tech Plumbing /I Y. h Au ' e Sign re '- TOWN OF SOUTHOLD ���gU�����cory Y BUILDING DEPARTMENT +o TOWN CLERK'S OFFICE o0SOUTHOLD, NY t 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#: "38715 Date: 3/17/2014 Permission is hereby granted to: Gillies, N (Warns) PO BOX 323 Cutchogue, NY 11935 To: construct additions & alterations to an existing dwelling as applied for At premises located at: 2000 Fairway Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 109.-5-14.10 Pursuant to application dated 3/3/2014 and approved by the Building Inspector. To expire on 9/16/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $523.20 CO -ADDITION TO DWELLING $50.00 Total: $573.20 Building Inspector 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 ofelectrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from.architect or engineer responsible for the building. 6. Submit'Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)-110n-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 / Date. C2-33//1- New Construction: 1Z--- / Old or Pre-existing Building: �',�� ( (check one) Location of Property: c p,/of. House No. Str et - I Hamlet l/Owner or Owners of Property: PC777/e_ it./y 4 5 Suffolk County Tax Map No 1000,Section Block • Lot / 4 ' Subdivision - Filed Map. Lot: Permit No. 3 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: • / Request for: Temporary Certificate Final Certificate: t/ (check one) Fee Submitted:$ �� Applicant , . e •/ `► - ® Town Hall Annex II � l® : Telephone(631)765-1802 54375 Main Road % iffZ Fax(631)765-9502 P.O.Box 1179 G Q ,�; ® S roger.richertCa�town.southold.ny.us Southold,NY 11971-0959 . �` i 1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Peter Warns Address: 2000 Fairway Drive City: Cutchogue St: New York Zip: 11935 Building Permit#: 38715 Section: 109 Block: 5 Lot: 14.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: STS Electric License No: 41857-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 22 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 6 Smoke Detectors Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 33 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances 2-DIA Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 17 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Electric Ovens, 2- Exhaust Fans, 1- Paddle Fan, 1-Yard Light, 3-Under Cabinet Lights Notes: Inspector Signature: Se-y}--- Date: March 2, 2016 Electrical 81 Compliance Form.xls FROM : SOUTHOLD TOWN PLANNING BOARD FAX NO. : 631 765 3136 . May. 18 2001 02: 19PM P1 4e4,:?ffal.kc • Town Hall, 5309$ Main Road Fax- ae ; Fax (516) 765-1823 P. O. Box 1179 �� Telephone (516) 765-1802 Southold, Now York 11971 ' .y 0� .' OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD' CERTIFICATION DATE: -61/), Building Permit No. 3g7/6"-- Owner: 8 7/Owner: ?rt72- 1-Q-t-'19((///(/ (please print) Plumber: /1 !�6/e( D/ 14� hII (please print!) I certify that the solder used in the water supply system • contains less than 2/10 of 1.% lead. 11 4 ( 1 • =r gnature) • Sworn to before me this day of 7,9(C 11 Notary Public, 444e leelCounty Noisy Per,Slate of Now York No.01FE4904551-Su9olk County - Tem1 Expires Sent.8.2.0 I SOU;;;;;-_, ��387/52---- ,,............ ,�%SOF ! * * el ��COUMY,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 SPECTICN [ FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKI REMARKS: - �- / e fr ....._ / v tifJ.,,L5' DATE )! • INSPECTOR 3'8-7 (32- •• •,........ ��OFSOUTyolo'; # x ,11 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION-- [ ] F DATION 1ST [ ] ROUGH PLUMBING FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI [ ] 717G REMARKS: r' DATE ! _ - INSPECTOR 3 8 TOWN OF SOUTHOLD BUILDING DEPT. ' 765-1802 INSPECTION ] F e UNDATION 1ST [ ] ROUGH PLUMBING [ ] OUNDATIO ► [ ] INSULATION I FRAMING - • I [ ] FINA• L FIREPLACE & ' ' NEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARK �l /O �� /-‘ 0.19`ice t .� i ✓ Ce il--(&___ --2-`4-1 -(-1/4( Ctfi �--_- 64-741 - � (A.J,ft ACM te 15' DATE 0 INSPECTOR , (COONNV: e,eJ� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Zeft.t-(74,_ DATE INSPECTOR 382 O��OFOlo ,,,,,,,,, Ty_ 0 y0 UNitp),. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RES ANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E TRICAL (FINAL) [ ] CODE VIO TION [ CAULKING REMARKS: V .� .. 1A1 SP___:-Puz-440-/---L S # es - e tz (01DATE INSPECTOR IL-7 36 7/62- * * * z.„,0 cll.,* .4,- TOWN OF SOUTHOLD BUILDING =DEPT. 765-1802 INSPECTON [ ] FOUNDATION 1ST [ k4OUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION04,1[ ] CAULKIN REMARKS: e4.4 REMARKS: l� (® DATE INSPECTOR �� 3 8 7/\5- Z-- „,,,,,,,,,,, pf Q'h O :!iYCOUNPI,*C7 TOWN OF SOUTHOLD BUILDING DEPT. ” 765-1802 INSPECTION-" [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] I CATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL TION [ ] CAULKING REMARKS: . 4"..— ./=-74,c-e, S (fit ek.__ 9 Ci-/Z- DATE DAT //11// / 6 G l� INSPECTOR ,,,,,"Of SOUIyo ; COM*, TOWN OF S DING DEPT. 765-1802 1 N P _ __ ON [ ] FOUNDATION 1ST [ ] ROUG PLUMBING ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL [_ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: E-1-9<_ • / DATE INSPECTOR441 1 )4) • FIELD INSPECTION REPORT DATE CO u"•NTS • /1,1�/� n poi FOUNDATION(1ST) / 1. y/2-3/4/. ,(1477,e /0 ec5 • FOUNDATION(2ND) - i• V . ifr,), , :4). 2..,_ - . , r,o). ,r.,,,',..) „,,...., d›, , -, , . ,..3 _ ,,, . . ,--,,,,_? ,. , , -4... ejltR/44^.-.A-. a E 3 • . r---// Eil ROUGH FRAMING& _drPx&t--- m PLUMBING 7J t% f-S_ �\!'- . '67 /7” -)11.4--,,-'1ii 4--; • /43-.7,41, ,,/e le-- //// q0,4 1/6'P-S. ? `lc-6 ni:r-jst c;N/f- 14' -&t 7 -a-i .. it(-) ,- , :7edie-76- • INSULATION PER N.Y. 7, � a J H STATE ENERGY CODE b , .ta • ik 6/1/r ) ), k, . _ • • //A -,..r� (.,,A,7*-‘ ..57 4 . . ,,,kz,, c.../.7--._. ...-3)4,4 ,.. FINAL 7..(?-7 (e , • �� �` -4-,/:- �� ADDITIONAL COMMENTS I, p ' P 6-r. li_, / -)); , ,--) ?) 1 w i \-( '-c- ,. Li . Rp.4)%eit_c_c) •Id--71ty e: .5',60 -6-Dy-, 6-s v-71 * 77 1 ►A0rb c` e D ( v rit . i . .. , . 1.. 2 .1 . . . . . _ , . . , . , . ...... , . . ,u-, $) 1 . . . . • -2. 4 • • • . e TOWN OF SOUTHOLD ; . r ;�, ,:;;,;v ;BUILDING pE17MIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL :,: ., .i s..•Pr r,1 , • r Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:;(631) 765,-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthF•ork.net PERMIT NO. )9,(7/5 Check Septic Form N.Y.S.D.E.C. • �7// � '�------_...� Trustees Examined 9 iJn� ED Flood Permit r,20 Storm-Water Assessment Form Contact: Approved • f,7 ,20 tVAR• e 3, 201 ' TCqc...iiw? rt_ Mail to:Ai Disapproved a/c BLDG DEPT Phone: 0 Z l( Z/1. , TOWN•OF SOUTHOLD Expiration 07 Av. r,? ¢ , ! LS' :uilding Inspector APPLICATION FOR BUILDING PERMIT Date OZilZ/ /Y' , 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-l8 inontli's from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,theBuilding 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 applicant or name,if a corporation) • (Mailing address of applicant) State whether applicant is owner, lessee, age, , architect, -. gineer, general contractor, electrician, plumber or builder • Name of owner of premises PF T er< 1. V 4-L2R/' ki4 /L)f (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 2vow fi !ie ( A-r a/2.///.&5.- GvT6 (1 House Number Street , _ • Hamlet.. • County Tax Map No. 1000 Section iv ? Block , . .C. ,Lot 14.- ? 0 Subdivision • Filed Map-No. ' Lot 2. State existing use and occupancy of prises and intended use and occupancy of proposed construction: a. Existing use and occupancy bf f L� P4A'lL g �' n b. Intended use and occupancy S>1-44 E (iv(77/ MotoT7 A_)J 4 C 3. Nature of work(check which applicable): New Building Addition C/ 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 businesl, commercial or mixed occupant , specify nature and extent of each type of use. 7. Dimensionsof existing ecture�y: 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 SeNumber of Stories 9. Size of lot: Front c' Reare- Depth 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated /`4 a 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO i 'Will excess fill be removed from premises? YES e NO 14.Names of Owner of prem' es e/'.f Address Phone No. Z'1 7 7,6 C to Name of Architect C Ef(t,44¢f2-r z- Address hone No Name of Contractor Address Phone . 7-14- 4.//'r 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V' * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BEQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES Nb * IF YES, PROVIDE A COPY, STATE OF NEW YORK) SS: COUNTY OF 5-0FFO 412 4t/ C,iittAorg-rze.ing duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, �f cGf (S)He is the --^ - • - • • a (Contractor, Agent,Cdtpo ate'iOffi'cei, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this`d �° `4 day of \Vv 1 20 1 /1° ,)\ / Notary Public CONNIE D.BUNCH Signature of Applicant Notary Public,State of New York No.01BU6185050 Qualified in Suffolk County Commission Expires April 14,2d) L 004 Scott A. Russell ;••`•, �® °� _ James A. Richter, R.A. SUPERVISORcia Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 "_ 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 — Fax#: (631)-765-9015 MICHAEL.COLLINSC@TOWN.SOUTHOLD.NY.US `®` ,�• JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US �'••a /rro Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact&Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER (If Different from Applicant) NAME: i- tJ G ff(Al nie—Z — NAME: P e d JJ,4 AJ>A/V W4a/V-f ADDRESS: 0 dO)C- 93,3 ADDRESS: 2000 Mile 44/47 ,ole arc_6-06 og, Curctit6ci Telephone Number: 743¢ / Pf Telephone Number: tet ' 77C ' 6,d 2 Completed Applications can be picked up at the Engineering Department after being notified by the Department, or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope&Appropriate Postage. DATE: dZ 1/1 / 11- Property Address / Location of Construction Work: 000 fog-ii2 y.i . e SCTM #: 1000 1 ,v 0� 1¢.io v /G or.:, District Section Block Lot Required Documents for Stormwater Review: ( Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re-Surfaced. )K De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. AE A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed St. 0 water Review Checklist. If No or NA are Indicated, Justification is Required. 4*** FOR e1, E '/G DEPARTMENT USE ONLY**** Reviewed By Pr ( I Date: 27/(1(7/ Approves: A. tonal Information Required: Aiti-4-)e /t),(- ,,,,,%®sOFFQ ., CHAPTER 236 e,- STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST • DATE: i--_ APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) NAME: /f 4) JG SG/ft I l? "�`' SCTM #: 1000 Telephone Number: 73 ¢1 rr District Sec ion Block Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location&Description of Property Boundaries ✓/ b. Total Site Acreage. ./ n c. Existing-Natural& Man Made Features within 500 L.F. --- '` of the Site Boundary as required by§236-i7(C(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. ✓ e. Limits of Clearing&Area of Proposed Land Disturbance. ✓ Ill a C-(4&-/2!A14 f. Existing&Proposed Contours of the Site (Minimum 2'Intervals) ✓( g. Location of all existing&proposed structures, roads, ✓I K-- driveways,sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. jt/0 1:20,9C— j. Location of proposed Soil Stockpile Area(s). /+/0 0. ' C,9 1/. p o.v k. Location of proposed Construction Entrance/Staging Area(s). 4., I. Location of proposed concrete washout area(s). ( 1/ { m. Location of all proposed erosion&sediment control measures. ✓ 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2")inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance &Site Access. r-_ c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc) ✓I d. Leaching Structures (e.g.infiltration basins,swales,etc.) FORM # SWCP Check List-TOS JAN 2014 . , ® ECC oWE1 ?',',,oSaryt,,,, Town Hall Annexlig 2014 54375 Main Road I_eP ie()63� 7gQ1g802 7 _Li) P.O.Box 1179 A L�i roger richeEt _ a150�5SUU`t-`Ottl.nv.usSouthold,NY 11971-0959 ! �,�� 11 = C4UN1'I,*�PI BLDG DEPT. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION - ,REQUESTED BY: Date: Company Name: Zert...e.‘,41--,--. c.- •Name: wl License No.: 9/i3 5 -7--mc",:- _ Address: - '7 •2 wI/1✓J nn O4. F•'1 C r1iv I 7s 6ev may//7tL_ • Phone No.: 6.3 I - Z 1 / - 'f'/?_i ,! JOBSITE INFORMATION: (*Indicates required information) *Name: e— A /` le . . (r X416 *Address: ?C®C3 /�/ie�- 4 1 I *Cross Street: cal-se $ 1_4 • l Phone No.: 3/ -.21I- 0/-.59 /� (�P ' . Permit No.: 3g7/4-' CO Tax•Map District 1000 Section:___ Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Cat 5i-t, e.,j a��,fi0� f- fid,h (Please Circle All That Apply) *Is job ready for inspection: 41110 NO Rough in Final *Do you need a Temp Certificate: YE NO • . Temp Information(If needed) • *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .1 INIMI I( 224Request for Inspection Form 1 (i 1 1 - ----- — — — * 1 . U eel giliA® so0,,o Town Hall Annex �I ,`® l® : Telephone(631)765-1802 54375 Main Road ‘ * * Fax(631)765-9502 P.O.Box 1179 ®l a ��',,` Southold,NY 11971-0959 t • January 28, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Peter Warns 2000 Fairway Dr Cutchogue NY 11935 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occ •ancy: ' „g `' Note: Amended plans required for all changes per building inspector's request � I t 1(/0 Ap 'cation for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 38715—Addition/Alterations REVISIONS: --___ \ t:/1 Z S 88°59'20" E 2O4. 1o J., H EL.15.0' EL.17.2' - r; g/O (Ob. iii �l � w N CO aDWk• - - m , • i Q ,/ • / • .... • • Qa o • 1 le\ 03 H ® // % ..o ": I V•1 NE\)) 1 STY. Z ADDITION 0 f H1 . I--� :. c I r Q NEW COVERED '< r PORCH EXISTING 1 STY' ' '. r4(.....Z3 RAMED HOUSE % ; 01 C r FIN.FL:19.0 `�1 •4100N EX. (J_ ,--0 EXISTING COVERED PORCH • WELL r" " ;, % �TO BE REMOVED (ROOF TO '•'%' • EL.14.3' 0 ,; •"' REMAIN). TO BE ENCLOSED E .15.6 114' •5�_. - 61 . 09' ci.) ,.,.., ,, ;1:4%', 72.3' �` N 88038120H I. CD EXISTING COVERED PORCH 1 EXISTING (,/1 L7 TO BE REMOVED (ROOF TO 1 GARAGE Uj x REMAIN). TO BE ENCLOSED 1 0 :",t" H � � � co ° DRIV E . oU ID CO � o • O - kU + >1" 0 1`V. EXISTING ^- -� DRIVEWAY w WOy P',,0. , �—y NQU fFo0. N U ,..,,,- tin ONS C4 OpNOw�0.J�\O 0. pF PORT-A-UV TO REMAIN v , TOS�ON ON SITE FOR DURATION 9OF CONSTRUCTION O C) 1� r-I IT! N F hai u EL.14.6 EL. 13.0' - rn In m o ,..dr-, 225 . 584' 5N 89 -6 4 ,„ t.1 0 e4C m ,.., m . - SITE PLAN uU m O\ v0 .tic.,r SCALE: 1" = 20'-0' N W > SEQUENCE OF PROJECT: W E-, 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED. INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFFCri) IC31 PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS SITE DATA: SCTM # 1000-109-05-14.10 n� 0 OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THEO m T AREA IS CLEAR. CLEAR THE S1TE AT LEAST 20.25 FEET(IF APPLICABLE) FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS -r°'PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: 0 arar4 cui) 'd AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT :.. o.3 SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE MEETS & BOUNDS PROPERTY: 42296.4 SQ. FT. 0.97 ACRES INSTALLED WHERE VEHICLES ENTER THE JOB SITE. BY: NELSON & POPE CONSULTING ENGINEERS Fe If Z/ H At 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. DATED: 2/15/74 ESTIMATED AREA OF -2000 SQ.FT. GROUND DISTURBANCE: 3 SOIL CONTROL:EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR t! SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE0 I i DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT EXISTING HOUSE: 2702.0 SQ.FT. 6.4% END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. f=� EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG ROOF AREA: 3596 SQ.FT. EXISTING PORCHS TO REMOVE: [303.7 SQ. FT.] - - - 'e FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3•4 FEET. . B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR @100D/o RUNOFF INSTALL SHbRING. (2"RAIN/HR.): 601 CU.FT. PROPOSED ADDITIONS: 505.3 SQ. FT. 1.2% 65 CU.YD. 9 CU.YD. HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY �a BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). \, A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. REQUIRED PROPOSED PORCH: 67.2 SQ.FT. 0.2% 1 CU.YD. 1 CU.YD. �\ DRYWELLS: (CAP.:676 CU. FT.) 4 STORM WATER RUNOFF CONTROL INSTALL DRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. , UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS,ETC.)TO BE INSTALLED. PROPOSED DRYWELLS: (2)8'dia.,8'deep - 16 CU.YD. 14 CU.YD. DRAWN: MH/MS 5 PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER SCALE: 1/4"=1'-0" (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH JOB#: DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. TOTAL: 3274.5 SQ.FT. 7.8% 82 CU.YD. 24 CU.YD. February 11,2014 SHEET NUMBER: REVISIONS: B r'"' z8'-31/2" �, 8'-113/4" dr8'-73/4" , \ I ��/ / TW2432-3 /' `` �— ,--,,7-7 . . 9.. ......1..........4 3'-0" .„0„0::::"' / I II =I 0 0 D 0 0 (2 (2)2X8 HD I , Zr cr) O O I I I I ,. t!.....---. II / 1 o :IAW g � � ' :--:: I BATH No. 2 J ' a W _ ,IIW w'I k W fl� 'V.% I H IQ. M '■ I~IIe,�ir � • 'I'., JIIU1111 In ..----,, 'Z KITCHEN Tr: "o ' : I ^ �'I O LIVING ROOM FAMILY ROOM F� w o '''N BEDROOM No. 3 F-a�i PI I 1= O ■,v �I■ I' I WALK-IN CLOSET H 0. FX FAISF RAFTFRS� S■ ,IIF 4'I CZ■IM \ (21 ms''' I,v E'l (\11..._:;,..r._ ■; PANTRY ■e 3cn j, '-rJ" ' // ■' I DN ,i - — 6-0" work:, = } •� j I (2)1-3/4X18 ML(ALT.(2)14"ML w)3/8"STEEL PLATE) / ' . (2)1-3/4X9-1/2 ML HEADER — '- _ — 11'-0'— . . _. . r,; �� 1 I I I I MUD ROOM N / DINING ROOM ENTRY Q -. I M w I C :. .• BATH �/' I O {7O.°..�5` „ C7 GARAGE J _.__ � ;_ , Zvi- - l� �J% f ¢ —• Ij__ ({" , f� ; 1� q • 1 BEDROOM No. 1 BEDROOM No. 2 t Ct c .,,...__ ---- — ALF cel �. %' t�_J;I BATH' 0 / 6 ( 1 °` r.. , 0/ '} — PROVIDE DRAIN PAN I _ �j //ri �� .,,./ ��r 1 UNDER WASHER \` £n '1 .� II II o -I _1_._ ___._._F.,1 1—_.j ,J3/4X14ML FLUS_,,,IL �^ c\.) ---.-1 �(;UILD ALZ;IABOV ,,,J,, E 13EAM!TO N RR) „ „ / ,. . , ii ii ` 11 II HI \''''''vv•---.....„......____7\ / II 11 , DN _ •• u it o n n r -- —_`'—� I I II ! r CN K O u n II a II —{I a` , i i �i to oo �. cn c7 a) t� q {2)2Y8DR to II �, Pa e x to r. u )„____L.:1 TVV2632-2 z /y '?`�% I, 11 to II oc E �D S WALL LEGEND C° � °R (z)zxs HDR. l2� �NA6 �;; ;; COVERED PORCH ;; ;;0 1~ g46— —I (� oil II BLUESTONE II IIv . _....., - he �� j t C (II •_� TW3846 (.1 1' II ../'2X6 CJ Q16"OC I, Iii `" w v I. , WALL TO BE REMOVED XII 11 —' I I IIx o v NII II 12"X12`SQ°COLUMN II n N ..0 �I I ii 6X6 POST TO GIRDER II ii Et y-.� 60 4 1 EXISTING WALL i� ___- t• -%1 131,1 M I NEW WALL A ', ISL (2)2X12 GIRDER JG�! - in U r--1 a. NOTE: 1 10'-0'. 1 N O W DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL [INT.:2X4=4-1/2",2X6 = 6-1/2",EXT.:2X4=4-",2X6 = 6"] 4'—31/2" 6'-10" 3'_Q1/2" / / / / / DIMENSIONS OF NEW WALLS ARE FROM STUDS [EXT./INT.:2X4= 3-1/2",2X6 = 5-1/2"] " / /11 -1�/z 10 -0 / 2 -10 / 1).NEW PLATE HEIGHT TO MATCH EXISTING.8'-0". 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHEREEllni C APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING W B ''; r 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. PROPOSED FLOOR PLAN0 .4U 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 O i i AND 2X4 WALLS AT R13. T4 rir2 SCALE: 1/4" = 1' 4).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 7).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR BATHROOMS TO HAVE MOISTURE-RESISTANT SHEETROCK. MICROLAM HEADERS. 8). INSTALL SMOKE AND CO DETECTORS PER CODE. H FEE 1 1 9T I d C..) x s i 7 .: ., 4/ „?.,, .,,,t: ::,-;.›Vii — Ile .i \\\,.�,.�.{I 4' " C., , �. 1 1 � � DRAWN: MH/MS ,. a SCALE: 1/4"=1'-0" 0At +G JOB#: February 08,2016 t, t �n—a SHEET NUMBER: qnJ D d UU r CJ C� r • < ®w REVISIONS: S 88°59'20" E 204. 1 N ,r o EL.15.0' EL.17.2 it Cg w CO , 4DWk ; 1 0 ` ! �,� N Q'' a� w 0 ,/ \, 0? CI Can ) / . ...' 1 ,, NI EVfr 1 STY. Z ADDITION Q J I I F"—.i I I '; = 'NEW COVERED ' PORCH EXISTING 1 STY. - RA MED HOUSE y ">�� FIN.FL.:19.0' /;, r ., 0' ...N, EX. `'' � EXISTING COVERED PORCH WELL "''' TO BE REMOVED (ROOF TO O EL.14.3' L15.6 /.,;rh' . ',-�-- REMAIN). TO BE ENCLOSED 114' r ''~ U 1 . 0 .;/' ® 15.5' •,:, r 7� ,; ;!'%;: ;A 72,3' -. .:: � N 88°38'20" 0 �Q, rw EXISTING COVERED PORCH ; EXISTING till I d TO BE REMOVED (ROOF TO I GARAC'E 0 REMAIN). TO BE ENCLOSED 1 0 E. w u Z 4 ,.. 00 o D R 1 V E ,,,, . .8 u.., ,... CO • 4° EXISTING DDRIVEWAY 1D '• ,),-03 < (--- t �. co, • O• F PORT.A-UV TO REMAIN V , DURPS`ON ON SITE FOR DUOF CONiTRUCT�ION N 0 r N CU 5 EL.14.6' EL.13.0' o cn o a? v a" -t; 225 . 584' N 89°12'9" W - w N y__, < -6. „ t . I O , SITE PLAN c- -c-_ i ;1`. � U SCALE: 1" = 20'-0' . SEQUENCE OF PROJECT: V DD f,0. Iry 7 W 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED. INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF DATE/?/ZY BP. V-:/�=/`6 Cm) �,y PR TECTION TO BE GTH OF NSTRUCTION. EXCAVATION MUST NOT BEGIN UNTIL THE OFOUNDERGROUND WIRES,CABLES DURING ND PIP SN AVE BEEN M MARKED OR UNTILVERIFIICA ON FROM UTILITY COMPANIESLOCATIONS FEC;�,,,�, e ,`_. „[?Y C{ ,�-- SITE DATA: SCTM # 1000-109-05-14.10 ee'� AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE)FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE NOTIFY GUILryI:.3, r)!' : I I_ It, C1 LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED.THEN RESEED OR REPLANT AS SOON AS r� ( p to PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: PLUMBING I 'n Bp Nn� 16a 1802 8 A: G 4 1 f O i, 7FE. dAREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT f""LlIMC��Nt t FOLLOWING INECTIONS: ,►�SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE MEETS & BOUNDS ALL PLUMB:NG WASTE7, FOUNDATIO1'VJC) r', :::::u: OUii:i C)PROPERTY: 42296A SQ.FT. 0.97 ACRES - NINSTALLED WHERE VEHICLES ENTER THE JOB SITE. &IrVATER LINES PIES DF®R POL)i�EOP1�„''`TEHBY: NELSON & POPE CONSULT"LNG ENGINEERS TESTING BEFORE CJ�Y= !NG ci }vLL,,^DATED: 2/15/74 ESTIMATED AREA OF -2000 SQ.FT. 2: ROUGH FRAC ,, Lll;; , ,� d 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. GROUND DISTURBANCE: STRAPPING, ELEC?RI(�'A{,L & CAUL✓!i`:". "°°”" 3: INSULATION 3 SOIL CONTROL:EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE TO I r r r PLUMBER CERTIFIGAT;!','� FIIvn Gca,,S T RUQ ICI ", E E..; ''c,.L PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR _� MUST DE CO 1[°i.E i c C`.t SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE ON LEAD CONTENT BEFORE „ • ,� ,5, !1'! DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT EXISTING HOUSE: 2702.0 SQ.FT. 6.4% . - ALL CO�`�i.SiTF U�,.T ON r,,r Col) END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. CERTIFICATE OF OCCUPANC5EOLIir Er;lENf i s OF 7H: I' '; EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG EXISTING PORCHS TO REMOVE: [303.7 SQ.FT.] - - - YORK STATE, NOT f j;;:'' "i" `i ' ` FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. ROOF AREA: 3596 SQ. FT. SOLDER USED IN WATER r_ ,,;, R C-I ', . '''O A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. �, DESIGN OR CCI'. 1 i U ,I�uPJ k i; ~;� B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR ,SUPPLY SYSTEM F CANNOTAO. @100%RUNOFF X CEt C `�/I Q OF" i',"r 1'. r',1;O. INSTALL SHORING. 601 CU.FT. r (2'RAIN/HR.): PROPOSED ADDITIONS: 505.3 SQ. FT. 1.2% 65 CU.YD. 9 CU.YD. RETAIN STORM WATER RUNOFF i� HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY -I\ BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). PURSUANT TO CHAPTER 236 •"111i , 3 A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. REQUIRED (2)8'dlia.,8'deep PROPOSED PORCH: 67.2 SQ.FT. 0.2% 1 CU.YD. 1 CU.YD. ti, 4 , DRYWELLS: (CAP.:6'176 CU.FT.) OF THE TOWN CODE:-;;; 4 STORM WATER RUNOFF CONTROL INSTALL DRYWELLS(AND SEPTIC IF NEEDED) DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS t.,: ::' ::'':'.X" .'‘c ..,,f,i .r v TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. t":'....t4 `�":,;.�" ';, ' :*��;; UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS,ETC.)TO BE INSTALLED. PROPOSED DRYWELLS: (2)8'dia.,8'deep - 16 CU.YD. 14 CU.YD. r.`u"4e . {::'''.' t DRAWN: MH/MS 5 PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER .{ SCALE: 114"=1'-0" (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH 'i Yr �� � �.. ;. .:- .,. _,y I JOB#: DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. I ,., .=.''',. TOTAL: 3274.5 SQ.FT. 7.8% 82 CU.YD. 24 CU.YD. ° '` I February 11,2014 st r ,. SHEET NUMBER: REVISIONS: L—_1 I- I III ll III 111 III IIIIIIMIN ENEI - I .. I iiiii � ■ EMI 1111111111 MU . 1111 - • ■BM II II MI NI ! �;� z • • • \ z .... ..] Il g \. H W A 1 L I I W CA CA 0 FRONT ELEVATION o01:4 a. SCALE: 1/4" = 1' H Q Q I� I O Q L CA p4 ____. , e w V . czt, • o •... . • ■■i■■ ■�l�■ EMU ■■i■ UN v ■i■'� ■11 iiii �iiii viii • 111 II 111 Vii■■■ , • ♦ • r • r • \ \ I N crN REAR ELEVATION pc) E ° o � Xoo fn SCALE: 1/4" = 1' .6. T.., b immommin 11 I��I di N v ti ;I) o W P. EmmlE-4_, V) W Lo) :1:9O lPlPP. r373321 vJ N F .111.11111111. Z It! d+�9IF �.,. I 1111 Ili Ell - - 11.11. in I111� U 11111 --- �,: 1111 e. uiiii.ui III■II 1 II 1E1J11I IIauii .I ;IIii IiIi.iIi.iIi1 ®I ....___ rTRI .I .1I II „\ ; << ti 0_____ ;. ,..,.:.-,."' f DRAWN: MH/MS ,;. A 1 ` i . SCALE: 114"=1'-0" RIGHT ELEVATION . ..14, =.. * 3 JOB#: LEFT ELEVATION � r . .. 'x, Febivaiy10,2014 SCALE: 1/4" = 1' SCALE: 1/4" _ 1' �°l. -�1?el ; '• SHEET NUMBER: A... 1 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT•F ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL•F ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 8'—Jt/2" '�--- - --`off - _.__-o- -----�• e• a • e,,,,41 •• • •- •- o v1 #5 REBAR @12"OC 1 I D•' &AT FTG.(TYP.) oc 0 . w " i F- 'C 5. 5' -CCZ g I (>4 NI NI en k wI �"� 1-4 E.-- P-1.4 .. •.1 1 1 d/ , Z I O O - C' , N I 0 I F.-V U u E-+ C° o' CRAWL SPACE m' EX.PORCH TO v ' ' In X 1 BE REMOED I �/FX 7X10 Fl nn 16"OC "' Q LLL D . M I - C . 1 1 • • /2X10 DF#2 FJ @l6"OC oc I �� / /EX 2X10 FJ Ig 16"C)C,� a Q I O 'a 0 .In A 9-I l.1 ' �Q X I X I I N 1 0 • M - #5 REBAR @12"OC "' wi - - - - - - - � &AT FTG. (TYP.) ' ' r I I I a °11 0 t.01 W W ;- - ; — (2)2X10 DF#2../(2)3/8"STEEL PLATES FLUSH BEAM 1 Ili F l 0 0 o I /EX.2X10 FJ r�16"OC' gIm �' I W NEW STEEL LALLY COLUMN p w/24"X24 X12"CONC.FTC. I • LwF x 05.I W .� . �}4 - . s . s . e . ��'1L .yam a E4..� . N. . . .� . �IN . MONO ,I; I (3)9-1/4 ML FLUSH BEAM °D (3)9-1/4 ML FLUSH BEAM nX1' I i I (ALT.(2)2X10 DF#2 w/3/8"STEEL PLATE) ^- I (ALT. (2)2X10 DF#2 w/3/8"STEEL PLATE) El I ��/D o Q 1 w V J I O 1 ¢P4 °II 1 I o I , � I Cr") I w I ( /FX 2X10 FJ t 16"OC I /EX 2X10 FJ Q16"OC 1 I1J I O oI of e . U /EX 2X10 FJ ng 16"OC I n a ,�.�I 4.-i H / U 1 i.51 1 V' Ct O F� 0 oI oI O X) X X N N N N wI WI wI to� I 1 I , M ` _C i r 1 I ."- r —�� ►�1, #5 REBAR @12"OC q• 36X24 ACCESS 36X24 ACCESS &AT FTG. (FYP) 'd° 6 • p' 5 REBAR @12"0c �i o �. D Q'" �4 �� �" - t CRAWL SPACE `� °_ •a o — In v I ko EX.PORCH TO I dU a�, c ! AT FTG.(TYP,) d o (O o 01 BE REMOED `I- co 0 �1 r+ • C. 4 N v ... i '331/2 • - - m • O-O • Qp .v • �. pQ • p .v 1SOs p .v , o •• p-Q • p .v 0° Q 4, .v •• p4 p .v •. p4 p .v •. pQ p .v .- rf] v u h. G•A • ' ' 3 ID o AIL Ca 1 3 ,` „/21 o ,, � G . a 'I fJ m^o —' PORCH STOOP -Foundation Vent-- O i Foundation Vent-_ _ '�' X O 5"THICK SLAB ON 1'.0"' 0-, >4w (g) In I ° t COMPACTED FILL .tt---4 "Cis Z ir) y ' q : A �, ' E n G .5 _. RS E'' 4 . <1 1 ° Q ° 4 ft V co tn .0 I ' Q • .v '• o • .v '• • in U M me.., .-4 e '. D 4•o p 4 rn ,.D ••.-, r>�- - co • 10'-0" o w X 4 P. 2',7 3/16"/ 4'-9 21/32" /2'-7 34.16" 2'7/ 3/16'/ 4'-9 21/32" /2'-7 3/ 6" 11'-11/2" 10'-0" 2'-10" 8'-1" 10'-0" 22'-0" / / / / / / / / 23'-111/2" / 6'—l" / 40'-1" W / / d / 70'-11/2" czt) 1•x•1 0 l c.r) 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT ABOVE GRADE 4).PROVIDE 2X6 ACQ SILL PLATE OVER COP-R-TEX TERMITE SHIELD AND FOAM (/) 4, TO MATCH EXISTING FOUNDATION.EXTERIOR OF FOUNDATIONS TO BE OR FIBERGLASS SILL GASKET. et PII"'?, DAMPPROOFED PER N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING. {� .- op Ii 0, 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 6'-0"O.C.AND W/1 1'-0"OF CORNERS, N FO U N DATION PLAN 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO : REVISIONS: �' BT A i':: / 8'-31/2" / 8'-113/4" $'-73/4" / 1 TW2432-3 I��I 3,0" Imo\ Iw.rl ❑ 0 ?n (2 9-aav-Mj . , (2)2X8 HD// L I J� I I �J !_ 0 �I O I I I o BATH No. 2 4.1 /�''� �� t-it H Z ►"' I .. a I glill < r:4 1 --- KITCHEN _ 0 ' I o ;v LIVING ROOM FAMILY ROOM BEDROOM No. 3 V) w 1 4 --- -/r 0 WALK-1N CLOSET \ H Q (7\11 \ 1...._a PANTRY - /////i//1 II" 0) jop / 3,-5 / a " i�t— 6'-0" 5i/i.4r . - . - . - - - - - - - . J�� _ _ - -- - _ _' '? _ DN I I \ / (3) 1-3/4X18 ML(ALT.(2)14"-ML w/5/8"STEEL PLATE) -,—T II -7 / / / / (2) 1-3/4X9.1/2 ML HEADER (2)2X8 HEADER ' 1V-0" '" •�\ j'4" CD • MUD ROOM / >y DINING ROOM ENTRY / � � IIo r���� WET 1 p O , c I v - ;'BAR_' 2 WALK-1N 1 d I /1//.///i„���.� --� CLOSET CO r/� O I --- E .- W x GARAGEr,----_____,, ,' _._ _ - + ".- �, j ► r- S—+ 4., Fr J co WALK-IN /z,/r///i/�/;i//1, --- o U �_- -� 7E-r I � (V �` Q) (_�` BEDROOM No. 1 / // 0� // � I / I\) ' JI (3)1-3/4X14 ML FLUSH BEAM / Via. W iii,,._- I - __ _ •� U D LL AB E BEAM — — � _ j \ _.{_.._ ____ VTS 1 3/4X14ML_F1US -, 4X1_4.ML_FLUSH BEAM / IL WA OV A TO NEW R } EL •J - - (.1===. WA1 ==r.14,===== 1,=EA TO _, }RR) - — (BUILD WALL ABOVE BEAM TO NEW RR) BATH Tom _ am f � w B R \ _. __ PROVIDE DRAIN PAN / i :-;:.!) - � t I `N - UNDER WASHER • / '”- 1,6-r )t„I,-.�..,.-. �- / 2x8 HDR. HALF BAT ` ' / No. 1 o 7'-11 1/2” ' / '=� o 14'-1" j 5' 1" `" 13'-8" '611-4 `°co N a� `Y' cn v u L.-41_ 2 2X8 HDR. / t. (;)2X8 HDR. // (2)2X8 HDR. i (2)2X8 HDR. \ X 5 viii I . j rii /�iiii��if�/�2J74„�x8 �.j.0a'\�iiiwii A /ilii) I iii iii w�C2)2X8 �N9�• oiii Aro iiii►�I Ar Ir4. .. .rJ I 1 viiiiwiii \ Q E CU 0 TW2632-2 - a I I ,. „ I.a TW2436 /y 2'� TW2436 TW3046-2 +� ti°R (z 2x8 HDR, �ti�� ca' 011 I' COVERED PORCH II IIo `°k. (2)2 8 HDR. V'' �,�6 O WALL LEGEND 1� �4q6 /y�l Imo\ �� BLUESTONE �i iiV `'4q6 / �\ w tC TW3846 ev'I 'I .-" 7X6 CJ [7a 16"OC 'I "r, - TW3846 [/,, i , WALL TO BE REMOVED x„ „ / „ x O II) v N I. I I rrxrz"SQ.COLUMN .. "� I o °' C4 \ EtI I "6X6 POST TO GIRDER II 114•1 EXISTING WALL ;e ,,..-.:11,. 5 2 m its E" `ei la �; s u /�///////////A NEW WALL / A •,.., 12).2X12 6IR0FR '-� y 70'-1 r/2" ,14 NOTE: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL a W [INT.:2X4=4-1/2",2X6= 6-1/2",EXT.:2X4=4-",2X6= 6") P4 _3h+ 6'-10" 3 -fi/ 3 -I�/ 3 -fir/45 -03/45 -11x/28 -117 -1 / / / / / / / / / / / / / DIMENSIONS OF NEW WALLS ARE FROM STUDS [EXT./NT.:2X4= 3.1/2",2X6 = 5-1/2") / 11'-11/2" / 10'-0" / 2'-10" / 6'-1" / 8'-1" / 10'-0" / 22'-0" 1).NEW PLATE HEIGHT TO MATCH EXISTING,8'-0". 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE Einni c APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING W �'''" 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. Q B PROPOSED FLOOR PLAN ,,., 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 6). INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 V i i AND 2X4 WALLS AT R13. o SCALE: l/4" = 11 4).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS ril4 V) OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 7).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. ,e4 ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR BATHROOMS TO HAVE MOISTURE-RESISTANT SHEETROCK. wr:.< MICROLAM HEADERS. - 8).INSTALL SMOKE AND CO DETECTORS PER CODE. N g 'd 4L1 co) (c.i.))AIL <t ,.-,..:,A ;. -,'*-n c.'i-: 'A. -0 ii:,.,../..,..,,- 'ial DRAWN: MH/MS ¢ sd, SCALE: 1/,V=V-0" :-"w 14' JOB#: @' �u February 10,2014 ' 4'`. =-- :tr SHEET NUMBER: C:: A,....3 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 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A_ 1.. — , , „6 / / . ,. / / / // 7 / / ,/ // / // / / / / / / • / ' ,/ / /,,1",-/'--/--r•--/---,.,- /--/--/• ,-,/--,-7,-.,. / / // / / _ .7 /7 / / . / / , / .._ / . ,.. / ,./ / / / ....., __./.. _, _ -- ' 7 / / / / / / / / / / / / / / • / / / / / , / 7 / r / /- :Li./, / / / //, V" / / / // / / / / / 7 , / / / / / / „. / / / , / / / / / / / /•-- ,/ / / ,- 7 ,• ,-,- / I '•• , / ‘ / / / / / / / / 7 -:,-- . , y .„ „ , - , •, 0 . CD (NI L ' 1).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVINIZED 6).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING A '..'› LAG SCREWS WITH WASHERS AT EACH RAFTER. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE 2).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND BN DIRECTLY TO THE DECK ALONG EAVES. 7).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. r'' '''' ROOF PLAN 4).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. . .. . . . 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT SCALE: 1/4" CUTTING INTO SHINGLE SURFACE. r-s = 1' 5).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS ni CU WITH ROOF AND SIDE WALLS(TYPICAL). M en 4 o co 6 u X •,. u 0 in ICC-4 C.) ci g x 0 tt -o Z u In Yc, V-i 0 1 CO •,-, ....., 1-1 ,..0 .-..... ...., „, LOU cr m ,.._, •,-, \JD •,-, ti) GENERAL: DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A g i SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL STORM WATER MANAGEMENT DETAILS 0 ;..T., > FLOODING OF GFLOUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE 4 SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. P-i DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION 1\1•T•S. WILL NOT COMPACT THE SOILS BELOW THE DRY WELL FINALLY,A DRY WELL SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL GUTTERS DOWNSPOUTS DRAIN PIPE THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY GUTTER SIZE ROOF AREA ROOF AREA DIAMETIER OF ROOF AREA ROOF AREA DRAIN PIPE 1/8"SLOPE GPM 1/4"SLOPE GPM ERNI g3 DISTRIBUTE RUNOFF INFILTRATION OVER SUEIGRADE SOILS. (INCH) @ 1/16"SLOPE @ 1/8"SLOPE LEADER;(IN) SQ.FT. GPM DIAMETER 3 340 480 2 1088 46 3 1644 68 2320 96 CONSTRUCTION: FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY 4 720 1020 24/2 1974 82 4 3760 156 5300 220 *tt c CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. nto) 11 PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE 5 1250 1760 3 3220 134 5 6680 278 9440 392 CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS 6 1920 2720 4 6920 288 6 10700 444 15100 628 0 FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION ,4410. rer4 g)) AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE 4e4 LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD OGEE GUTTER-STANDARD 5" BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, NOTES: DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION N SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY 1).EXECUTION: TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS 1j01 'L4 A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT 2).PREPARATION: .1, AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE ROOF AREA: 3596 SQ. FT. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. C) PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR U ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE 1!!!!! METALS WITH PROTECTIVE BACKING PAINT. cn SUBGRADE SOILS AT THE DRY WELL BOTTOM.WHICH SHOULD BE ESTABLISHED ONLY @100%RUNOFF 3.INSTALLATION: FT. AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND (2"RAIN/HR.): 601 CU. €,' DRAINAGE AREA STABILIZED. 14! 00:00007 A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. g 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND REQUIRED (2)8'dia.,neap a).COPPER/LEAD:FLASH AND SOLDER Gull IRS TO DOWNSPOUTS AND ,...1.....,: SEDIMENT AWAY FROM THE DRY WELL THESE DIVERSION MEASURES SHOULD NOT DRYWELLS: (CAP.:676 CU.c.,. ACCESSORIES.ACCESSORIES. 111, BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SUP JOINT 442.,./..:'>:.....,.,,.:„,.,,,', ...,,..,.....(,::::47,i,;,,,,-"c*-,::-,!cli....,,.?.14ri;fr4.:,,' IS COMPLETED AND THE DRAINAGE AREA STABILIZED. \,. CONNECTORS. STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL • '-, COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES 15 RECOMMENDED. 74.1!rilIZT- ----- CONNECTION WATERTIGHT. II- ,. k. - 1 ' PRETREATMENT: 111p16.44.11 DRY WELLS TO BE 10 MIN. 4).PROTECTION: AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE imi.1%....i AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. \U , FUNCTIONAL LIFE OF A DRY WELL WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL *. . RUNOFF POLLUTION.ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND ‘ \Nt.m,„., -0 COMPLETION. ORGANIC MATTER AND.DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. .,,0 0 0 0 . 0 THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH 0 I''''' '''''' •/..- . -or .‘,, ..1 " CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER .- . ',.. - l' PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES i r,',/ ,-:. • .. ;,- - —. ,– ii DRAWN: MH/MS THAT CAN ENTER THE DRY WELL. , .1k.s.,,' ..,,-,,., , .. :.(..;„'.::. A e SCALE: 1/4"=1'-0" t ; J''Xr--,,,.,':'..'':;'..;', ' •4'.,' JOB#: . February 10,2014 •-‘,i,'1; SHEET NUMBER: ''''" i' r.,"-•'''',tn' '"-" ' • AC' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS mANupAcTuRER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HvAc PRIOR TO INsuLATINC,AND sHEETRocKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: T"I fi" U1lI I 7 1'1 1 1 1 1 i l I I _-.,x-c !IR JJ 11111-I-1) 111 I Mill I\/ ! 1 / -r� 1 ; - LL_ E21.GA, 4, �r WASHFs@l2 I l 'I l i ,�,I + rn ! 'ti � _ - - - - 7rO.c Ira ( ---_ . 2" L C� JL 1( - r< ti + I114, I 1 I ® 3I4'APA 0.W 00� L-LD i* JI ._ y4\ rl .11 1 1 fit 1\\ � I i �'1 ` 1'1 `�4 r-�c: - •�! REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS '111 111 ' RAFTER //"r4\' .1 I/rN WALL STUD .114 4011.1111100 I ENDWALL CRIPPLE STUD �,� BOTTOM PLATE '—�1 i� II �' RIDGE -‘13. BATHTUB __\� is Alio. 444ds Il LEDGER HEADER C11) � oill DOUBLE JOIST %1044441144* I i!1,101%4 SIDEWALL A`�\ �/ Ili RAFTER°S41 t/ JACK STUDS ' FLOOR USP NUMBER DESCRIPTION APPLICATION 1 I HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1)i rl 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR V) 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY' OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24"OC O s .r ® ® efer H WALL STUD --10"% - C/-1 / �� THROUGH-ROOF EXHAUST ,� %� // VENTS SELECTED AND '""' METAL STRAP -- ''�— ' ,..____-_--% � ` LOCATED BY CONTRACTOR �T� W CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD O • CHIMNEY AS REQUIRED ZO RAFTER .1 l‘ii; I� .< WALL SHEATHING RAFTERS MAINTAIN / I r'"SILL PLATES) �} . , VENTILATION WOOD JOIST .7l03U. , , . , , . , SIDEWALL FLASHING , , �� I� f �1 BLOCKINGFOUNDATION Q - ' ' TOP PLATE �,` �� 2 LEDGER �f tFINI H W AN MOISTURE 1 BLOCKING h V) S ALL D , ,�����►...aG TO B E ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING w w w * N `` OZ 2x4 SOFFIT JOIST Q STAAND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL MAINTAIN GAP �\ ATTIC SHALL BE PROVIDED WITH A111. 0 �^ _ (I '1 U BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA y' GUTTER 1� FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION \ , ► ROOFING TO AVOID SOAKING WALL STUD '.;� NOT LESS THAN 1/150 OF THE AREA OF '1� HI tlt� ►►► I I S' • THE SPACE VENTILATED. ALL OPENINGS A I WOOD GIRDER 0 INSTALL 4I 'O" O.C. ��.' _ �� SHALL BE COVERED WITH CORROSION- _ ONTIN. SCREENED VENT �'�1 ^ 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS , RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD H / ON ALL OPENINGSPROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. • FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED SAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS ,,= GAP TO PREVENT CAPILLARY ON ALL OPENINGS / ��„ ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TY'DOWN ANCHOR EACH ERAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. " • ROOF VENTILATION / OVER BEARING WALLS AND HEADERS ' / 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS EACH RAFTER ON ALL OPENINGS ,' ,'� KEEP ROOFING NAILS OUT - / 2ND. FLOOR WALL OF FLASHING .a+ ' air ®' / ROOFING LAPS BASE ® FLASHING 4 INCHES • • hV BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME4 tiV J ._ EXTENDS UNDER SHINGLES AT ' MATERIAL AS ROOFING C/� ' SIDES 4 INCHES AND LAPS NAILED TO SHEATHING ' SHINGLES AT BASE MIN. 4 INCHES 4 THROUGH VENT _ . 41)4i 0 . s.: 11" 111144104 WOOD JOIST I Z ® TOP PLATE ''- x 1 GIRDER/HEADER ''I'►I, .7 II H I -. -✓ -� SIDE WALL FLASHING � 'l�'I�I ' CCj O r`7 1ST. FLOOR WALL F;TAPPING TO BE ATTACHED TO WALL STUDS @48"OC \� WOOD JOIST •. .'- I Q U AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD 3 oN AND RAKES -- PROVIDE HEMMED EDGES SO FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL C ONNEC TOR. INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF PLATES TO EACH STUD _ ';.,- DBL. lDBL. SILL PLATE 0 \CC -5 o TERMITE SHIELD r \\ SUB FLOOR n`'i v E SILL GASKET /��\\,\" WOOD JOISTS rn vi o N FOUNDATION COfJC. SLAB NEOPRENE o �n +ti, ► GASKET . 2x6 /2x8 CONTINlJOUS WOOD PLATE rn $ •4 TY DAMPPR00FO EXTERIOR 6 MIL. POLY ! �" Va O x 12 6MIL POLY ON EXTERIOR , 7": GRANULAR FILL BOLTED TO STEEL BEAM WITH � ¢+ •^ 7 1/2 " DIA. BOLTS @ 48" o.c. STAG. �' 41:1., m e STEEL COLUMN r ., -6 Z v A , . '6400111"1111111d ° Q .° n ROOF JACK �� •� ��,;. O °r,° Eo v N • CONC ti . SLAB r �;,,�•i; •�`;-� i{y�., .•p • �'. { \ .` : ;: TEEL �' r C ^ 0-0 %i l,� 1 c'1:0 .p ANCHOR BOLT EMBEDMENT: .` .. -- / cn +, POURED CONCRETE: 7" TOP AND BOTTOM PLATE r+ ° COMPACT FILL ', �c!`' •,00,,rte e;', ,r 8" STEEL N..4 -64 .Q V ►, •r•," 4 'p BLOCK WALL: 15" ROOFING LAPS �. In U e V ° • C ° • ] A • ° ^ FLASHING AT . WITH 1/2" x 6" ANCHOR BOLT •a, KEYWAY FOOTING CONC. FTG. iSIDES AND TOP ` o r 'A . 6'p . G USE WITH 3x3 SQUARE WASHERS ' / 7• �c��; �VRy� ti; " 1� ; O ANC NOR BOLT CONNECTION (USP LBPS58 OR BP583) { 1/2" GROUT co N W w+ 1 ! • 3" STEEL COLUMN F-, REINFORCING BAR ANCHOR BOLT CONNECTION 1 1 D FOUNDATION 5/8" DIA. ANCHOR BOLT I DRAIN TILE * + ;� SUPPORTING MAXIMUM SPACING FLASHING LAPSIW ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM (CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC - SILL PLATE TO FOUNDATION 2 STORIES 36" OC TYPICAL BEAM DETAILEW TYPICAL NEEDED FOUNDATION.FTRUC APPLY R CING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION) STEEL / BOTTOM BEARING d WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION (SLAB-ON-GRADE) 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL O rg2t1 C!) 117 I� SUB FLOOR d' CONC. SLAB I DOOR FRAME h ,1 N 43 6X6 10/10 WWM GARAGE JOIST COMPACT FILL ' DOOR USE 2X8 e. E• '"• I I FOR BLOC KOUT STEEL BEAM 4" SLAB W/ 6X6 B � I SLOPE U P.T. PLATE ^''' 1/2" AIRS ACE %NS, l "W • ". 6.7.11* ° 4"DRIVEWAY ---mss (WITH A NOTCH �Ai INGIST NPLATDEUFTNEEIDED) . Atiggill111111PF ��'� AT END AND •°� 7 1/2" •o •o a ��� i� �' p s ° a o • TO BE APROX. 1/2" OR HIGHER THAN .� r SES OF WOOD • ���.+►' p ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE ��-- - =- s r A.Z• Q ��i�to Taid� • D o 4 �'0'�' �r�•. ) ti) BEAMS . o '° •...� • G'ADE r - cT ' . e . �' �- i • e p e �� ••f.0•`!- (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ' 71_ •� .L�'Q 11 . r a Q Q Q D a a s • a • a.• • .1 '� !`��+� I�Wr,tib .,- .- - "- — _ �y — —i, ' d lI— -1 �� ., alL! ,..•C 6X6 W.W.M. P P �' ° D•=� ='11 p• A 'p11=H-111=11_ 12" a a a • o I b ,'A -o A �,00d: .o I ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM A p s '„ ' W1 SUB FLOOR MIN NOTCH EQUALS 1/4 DEPTH OF BEAM A o• A k I►� 4 "' REINFORCING BAR i - e o II= I I �+ t ,� D REINFORCING BAR c a I ° O°,a'� �p11=_—_, 4 JOIST r1 II—II • DRAIN TILE � 'a s •., SHEET METAL / 30# FELT UNDER BEAM AT POINT Ill' ° C 1' A d° A O° A 11- STEEL BEAM , OF CONTACT WITH CONCRETE OR CONC. BLOCK Li-nu i- rn-PI'mttrn ' �,. :^< e •� 3" PLATE (BOLTED TO BEA -,: , .:. - - '.{; ;• _1; \! SHIMS TO LEVEL BEAM ���`� 'i: - TYPIC AL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " A fi gs� �' ''`A':' "',3 REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. i' :' '''" 1.4-, `` --, •,'" `'"40._: DRAWN: MH/MS 3" MINIMUM BEARING SURIFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT ► 1 ,.'- i ' . ` Y Y ,� ; SCALE: 1/4"=1'-0" BEAM POCKET 1f'.`,r`.. : x . Y JOB#: /41' February 10,2014 �t}� J SHEET NUMBER: a.ti -",,,,,,1,.)2'1, 1.i � M -T 'mac er. �,.-,1 A.,..6 E SPECIFICATIONS,AND THE FIELD CONDITIONS AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR T COORDINATE l RAINIER TO CRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,TH S C ! CT • •R • ••Rr NATE MEET NG WITH OWNERS FOR APPROVAL•F ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: WIN LOAD PATH CONNECTiON AND CONSTRUCTION DETAIL DR,AVVINGS 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. o/ -.015,-Alta,-.fr 4ii, re/ KING STUDS :Ijil tt- . 4"DIA. MAXIMUM RAFTER f� CRIPPLE STUD - .Mill r'` A IE7N1 CLIMATIC&GEOGRAPHIC DESIGN CRITERIA �� GROUND WINDSEISMIC FROST WINTER ICESHIELD FLOOD LEDGER SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENTHA2ARD5 RIDGE !3 �I HEADER .1% LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED -! 1111111( I 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - ,/ TO HEAVY MODERATE N. RAFTER ,'� JACK STUDS. n MP1:000; TI `n n, --46 — RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. Z LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD All fasteners, hangers and anchors to be galvinized or stainless steel. STAIR RAI ll.I , O ROOF LSTA24 1.1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 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. I- I Girders on concrete piers shall be anchored with proper steel connectors anchored H 1-1/2"SPACE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. v) MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete Q �` footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall E-" HANDRAILS1 it RAFTER / be 3 ft.below grade. E.� A 4). Deck joists to have blocking at 8'0 o.c.. p RAFTER 11111/14 ►-{ 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing U iiiiiit and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers IPOST and nuts at 16"o.c. p!03 TOP PLATE ' / 6).Concrete piers shall be a minimum 6"above grade. �E--++ 14 ► z (2r1 TOP PLATE .1 / ' O O BALUSTERS -.."1"41310111/k1 , ;\, 1111 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored F--� U RIM/DECK JOIST to girder(s). H WALL STUD 0 WALL STUD 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 410 E OPEN BALUSTER ATTACHED TO WALL 9). Use Simpson hangers and anchors with 2-MAX tripple protective coating or equal HANDRAIL C*NNECTI4PN RAFTER TO PLATE/STUD CONNECTION for any contact with ACQ. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH a RAFTER/PLATE RT15 TYDOWN ANCHOR NAILING SCHEDULE SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNECT OVER USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS PROVIDE AN EQUIVALENT GRIPPING SURFACE CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD ROOF SHEATHING: 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES STRUCTURAL PANEL 8d AS PER TABLE 3.8 WFCM-SBC 01°1111 , 4"MAX. 4"DIA. MAXIMUM "It GIRDER/HEADER ' ♦ ROOF FRAMING: Q A,f)e GIRDER/HEADER /e NAIL NAIL III JOINT DESCRIPTION QTY. SPACING NOTES z POST COLUMN GJOIST illi*I4Ivi, / ;a 1RAFTER TO8 WALL: 3 8d COMMON EACHL/]1111 TOP PLATE 10'WALL:4-8d COMMON RAFTERTOE NAIL-`H,° POST/COLUMN Q CEILING JOIST S'WALL: 3-8d COMMON EACH TOE-NAIL W.TO TOP PLATE 10'WALL: 4-8d COMMON JOIST o !I1I!I1I!I!I!i!I!I!I! CEILING JOIST TO AS PER TABLE 3.7 EACH FACE N GIRDER/HEADER a PARALLEL RAFTER WFCM-SBC LAP NAIL 11 CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE �I POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL '�h COLLAR TIE AS PER TABLE 3.4 EACH FACE LOCATION USP NUMBER DESCRIPTION APPLICATION �/ TO RAFTER WFCM-SBC END NAIL SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING EACH TOE DECK/PORCH RAILING 6x6 SOLID COLUMN P8566/PBSE66/KC66 POST CAP ANCHOR APPLY TO (EACH COLUMN TO RAFTER 2 -8d COMMON END NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION POST TO GIRDER/HEADER CONNECTION HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN 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 JOISTTO RAFTER END NAIL 0 I-4 �� o h .a rp to cl.i O u7 d U oNINIsiQ, STU WALL FRAMING: Pa '� o i Al . BEARING PLATE ,, '1/ � JOINT DESCRIPTION NAIL NAIL NOTES o GIRDER III QTY. SPACING p� }� w 1 3 TOP PLATE TO 2 .16d COMMON PER FACE NAIL v �' /' TOP PLATE FOOT ,-� 4111111filkilti l TOP PLATES AT JOINTS FACE h WOOD JOISTlibil ' I; , l T 416d COMMON �, m .r II ��JJ N ERSECTIONSEA. SIDENAIL . ,441® 011111i11111118- � I, STUD TO24" FACE (j c'LEDGER !` :� �+'' •• > 2 - 16d COMMON '`' m r 11 I 1114 1� GIRDER/HEADER ) �� l(� CONCRETE PIER i'a." STUD O.C. NAIL WOOD JOIST '- lif: I��'1 'll1 HEADER TO 16"O.C. FACE N a, v i WOOD JOIST 'V► `�'' ' 16d COMMON ' • " HEADER ALONG EDGES NAI! W 3 `• TOP OR BOTTOM 2 16d COMMON PER 2x4 STUD END .r 1 PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL _� lip��"'� BOTTOM PLATE TO: FLUSH JOISTS WITH HEADER/GIRDER �,,,,...���6 DOUBLE 2x FLOOR JOIST, BAND JOIST, 2- 16d COMMON PER FACE NAIL CEILING JOIST TO BLD . CONNECTION (MINIMUM) END JOIST OR BLOCKING FOOT ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION E221 py THE PROPER STEEL CONNECTOR. I LOCATION USP NUMBER DESCRIPTION APPLICATION LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS I OR BEAM Q IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. REQUIREDO > I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER C1 FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER O Cn DECK FRAMING: � FLASHING TUCKED UNDER NAIL -Ce4:1.,,, TOP PIECE OF SIDING AND JOINT DESCRIPTION NAIL SPACING NOTES LAPPED OVER FIRST CONTIN. THREADED ROD JOIST TO: 4-8d COMMON PER TOE jN- PIECE OF SIDING BELOW . SILL,TOP PLATE OR GIRDER JOIST NAIL N-+ Iti Ir CNW COUPLER NU7 BRIDG'NT 2 Sd COMMOi\ EACH TOE 1/2 DIA. LAG BOLTS W/WASHERS �� ��► ilik./� TO JOIST END NAIL CONNECTED TO BLDG. @16"OC , , cDIINIMM POSTBLOCKING EACH TOE (,MINIMUM TO JOIST 2- 8d COMMON END NAIL WOOD JOISTEND DISTANCE �� _ BLOCKING TO: 3-16d COMMON EACH TOE �I1N`i'~ BLOCKING �' sSILL OR TOP PLATE BLOCK NAILmi ` I� LEDGER STRIP 3-16dCOMMON EACH FACEFLOOR FRAMING -'1, •- '! 0 �Ail'l1� ' 2x JOISTS (114f •.o o ' o o END r ANCE v Co' A" TO BEAM JOIST NAIL ,� �I I� Via.• . p .. "'. `• .�..r" 12"x12"x12" T A JOIST ON LEDGER PER TOE �'i 1 ' , •o CONCRETE FOOTING " " " �I .• .•... 'ag.. . , , 3-8d COMMON ;.. Y , ,. " � �. V 1�I�) , n" TO BEAM JOIST NAIL "`""'`ry WOOD GIRDER r 'J 3 - 16d COMMON `ia,t --- t`/:�, ;j� BLOCKING FOR `�" ltil ° BAND JOIST PER END 'S '� ., r JOIST HANGER ���� � TO JOIST JOIST NAIL ur:� .. '"-'6.;,y-,;:',,'.:'' \, ,I LAG BOLTS �/ 1�.;J t '4 a y HOLLOW COLUMN UPLIFT v v BAND JOIST TO: PER it ,,,t'' ,� , E ':' ?c'`+?��" 't"" 2 16d COMMON TOE NAIL r '''',:1:--' ,, ' ,r ,,At.: RIM JOIST/BD. 0, ' SIMPSON STRONG TIE MODEL STRR1/2 SILL OR TOP PLATE FOOT ' O ° DECK POST FTG.CONNECTION +' ` *' f'. SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS + ' ` l ' DRAWN: MH/MS PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND / ~Y ':''', ' LOCATION USP NUMBER DESCRIPTION APPLICATION 'f*'i!� r ��r `' SCALE: 1/4"=1'-0" USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING °'it �'"'`--;-:`;'--'1 / .� 0 i' `. JOB#?: DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING ''' '4-,' ' = February 10,2014 �.� t SHEET NUMBER: A...,7 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: GENERAL NoTES WIND FRAMING NOTES NAILING SCHEDULE --- NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOiST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL CURRENT SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - $d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 4).WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON ROOMS (OTHER THAN SLEEPING) 40 CIO (DO NOT SCALE DRAWINGS). TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 0 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRA1LS (ANY DIRECTION) 200 H and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 . 16d COMMON PER FACE NAIL ct p p P TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION H anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all p 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE &GENERAL NOTE PAGE H Z INTERSECTIONS 4 - 16d COMMON EA. SiDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE '' H and or exceeds manufacture's specificationsapplicable codes. Type Iexteriorshearwalls minimum 7/16 inchwood structuralpanel on the exterior 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE H PP witha ofSTUD O.C. NAIL Sym,; U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 1/2 inchgypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. atpanel HEADER TO 16" O.C. FACE SEE FLOOR PLANS 16d COMMON (SMOKE & CO2 DETECTORS) S C/] H g pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL rn such as bookcases, shelving, ant in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION Z zp 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 0 U 6). TYPE iI EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: E"1 FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA '.•••4 length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 Q - 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LiNE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Qi Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO 11 NONE - JOIST TO: PER TOE 3). Provide 1/2" expansion joint material between concrete slabs and abutting20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER `1. 8d COMMON JOIST NAiL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4). Any new concrete walls being attached to existing concrete structure shallwith table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAiLNAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS iN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMONEND NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS) 4.) w 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6,� maximum lifts (layers). alongthe open ceilingpart of the building. Connections to the ridge and wall shall be be GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4" O.C. 8d COMMON 4" O.C. SEE NOTES: 1,3 p LEDGER STRIP EACH FACE @ @ 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON � Q JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES cD 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOiST NAIL C N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.lm L) the belowgrade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL o 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, rte' o U 2). Girders for deck joistsBAND JOiST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. r'� 8). Drainage as required by current N.Y.S. Residential Construction Code. to be bolted to each post with washers and nuts. 2 - 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES1/2" 7" long ROOF SHEATHING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum dia x anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framingtechniques and methods as prescriptive design of current SBC High Wind NAIL NAIL q P P g g 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION QTY. SPACING Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING. SHEATHING LOCATION NAiL SPACING NAIL SPACING AT INTERMEDIATE NOTES o 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD g P 5 . A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts g JOINT DESCRIPTION QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) �`'',, 4 o where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. m a; 0 GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD x u 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 as o y Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING. }� ta window sillplates for 2x4 wall NOTES - z x o openings. Bearing wall window sills shall also have (2) 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored o v � �, �' openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. '- - and blocking where applicable. STRUCTURAL .5 . Ch et .E'' AS PER TABLE 3.9 m 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 8d COMMON 1) For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). Ail flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC anchors where applicable to all connecting joists. PLUMBING NOTES be used. rn v a .o .� rn 7/16" OSB 3" O.C. EDGE " '� 6d COMMON i 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with N rel Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to b inches o.c. P� WALLBOARD Sd COOLERS 10" O.0 . FIELD on plans. 2). Verifyseptic system with the Engineer for Suffolk CountyHealth Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o p y g p pp FLOOR S H EATH i N G other access openings unless otherwise noted (typical). NOTE: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL Ertriw 8). Dormers running up roof raters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION QTY' SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY d where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. ~ PP 8d COMMONU O.C. FIELD -9 0 9). Provide blocking/bridging in floor joists at 8'0 O.C.. Use solid blocking in floor joists HVAC SYSTEM NOTES 1" OR LESS 12 I).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. r44 Cil under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES. 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WiTH ACQ. Q requirements. 3).INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF N N needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. " `&" g equipment supplier. '.t 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing as required by current NYS Residential Code-FIREBLOCKING REQUIRED CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3 HVAC subcontractor to provide finals stem layout drawing and submit it to the General nailed 6 on-center at the panel ed, e. If wall sheathing). p y y g p g g Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) V Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. 0t.r) 12). Unless otherwise noted use' 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural Fireblocking shall be provided in wood-frame construction in the following locations. r� adhered with PL400 adhesive end screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor i. "t over subfloor as per manufactures instructions. such as shear plates, shall be used to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. P feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and using parallel rows of studs or staggered studs. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 7 to be reduced tol - 16d nail per foot. drop ceilings and cove ceilings. , ; 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current ;=°.: N. +-I 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces P) _� 14). All roof with a pitch less then 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM under stairs shall comply with current N.Y.S.Residential Code. ' 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of i;.•.;: «hs torch down type material over, flame and products of combustion. �f- r� �,- '� DRAWN: MH/MS r '. ii ;4 _ SCALE: 1/4"=1'-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. f'<,;`",^;z? °;'. _,Y JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. t 3 x� February 10,2014 t ei, i` r � ' SHEET NUMBER: PAINTER TO PRiME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMiENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS lIkk Rea ib_ MANUFACTURER'S;WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR.TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.