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Home My WebLink About38259-Z ' Town of Southold Annex 12/12/2013 P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36657 Date: 12/12/2013 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 270 PEQUASH AVE, CUTCHOGUE, SCTM 473889 Sec/Block/Lot: 102.-3-5.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/16/2013 pursuant to which Building Permit No. 38259 dated 8/16/2013 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: addition with side deck to an existing one family dwelling as applied for per ZBA #6169, dated 7/17/08. (4 bedroom approval from Suffolk County Health Department) The certificate is issued to MICHAEL & CAROLANN SENDLEWSKI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-08-0093 11/20/13 ELECTRICAL CERTIFICATE NO. 38259 8/20/13 PLUMBERS CERTIFICATION DATED 9/16/13 vid H. Roy, Jr. Auth g Sigp ure I TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE s; SOUTHOLD, NY 4FVW f 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 38259 Date: 8/16/2013 Permission is hereby granted to: MICHAEL & CAROLANN SENDLEWSKI 210 FOXWOOD VILLAGE 1407 MIDDLE ROAD CALVERTON, NY 11933-1435 To: CONSTRUCT A 25.4'X24'2 STORY ADDIWITH SIDE DECK TO EXISTING SFD PER ZBA6169 AND SHED IN REAR YARD AS APPLIED FOR. (TWO CO'S REQUIRED) REPLACES EXPIRED B.P. # 36200. At premises located at: 270 PEQUASH AVE, CUTCHOGUE SCTM # 473889 Sec/Block/Lot # 102.-3-5.1 Pursuant to application dated 12/23/2008 and approved by the Building Inspector. To expire on 2/16/2015. Fees: PERMIT RENEWAL $615.20 Total: $615.20 'CA Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE • SOUTHOLD,NY f 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 36200 Date: 3/7/2011 Permission is hereby granted to: MICHAEL E & CAROLANN SENDLEWSKI 411 OSBORNE AVE RIVERHEA, NY 11901 To: CONSTRUCT A 25.4'X24'2 STORY ADDIWITH SIDE DECK TO EXISITING SFD PER ZBA6169 AND SHED IN REAR YARD AS APPLIED FOR. (TWO CO'S REQUIRED) REPLACES PERMIT #34367 At premises located at: 270 PEQUASH AVE, CUTCHOGUE SCTM # 473889 Sec/Block/Lot # 102.-3-5.1 Pursuant to application dated 12/23/2008 and approved by the Building Inspector. To expire on 9/5/2012. Fees: PERMIT RENEWAL $1,230.40 Total: $1,230.40 Bui ding Ins ector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34367 Z Date DECEMBER 30, 2008 Permission is hereby granted to: MICHEAL E & CAROLANN SENDLEWSK 411 OSBORNE AVE RIVERHEAD,NY 11901 for 25.4'X24' 2 STORY ADD/WITH SIDE DECK TO EXISITING SFD PER ZBA6169 AND SHED IN REAR YARD AS APPLIED FOR. (TWO CO'S REQUIRED) at premises located at 270 PEQUASH AVE CUTCHOGUE County Tax Map No. 473889 Section 102 Block 0003 Lot No. 005.001 pursuant to application dated DECEMBER 23, 2008 and approved by the Building Inspector to expire on JUNE 30, 2010. Fee $ 737.20 Aut prized natu 0 vo ORIGINAL Rev. 5/8/02 Form No.6 Lj 91 " TOWN OF SOUTHOLD BUILDING DEPARTMENT \ TOWN BALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $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. New Construction: V Old or Pre-existing Building: (check one) Location of Property: -;z 70 ~"VWj AV P~]fr~( House No. M Street Hamlet Owner or Owners of Property: - OIZ& e- 5,y Ira w 6 {i Suffolk County Tax Map No 1000, Section lea Block 3 Lot S-, l Subdivision - 9 Filed Map. g ~I Lot: Permit No. -D Date of Permit.) 7 ,201 I. Applicant: c(5 - Irf~ V e Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ O • /Y~D A App scant nature 'Og11Ff0(K Town Hall Annex Apr Telephone (631) 765-1802 54375 Main Road _ Fax (631) 765-9502 P.O. Box 1179 Southold, NY 11971-0959 y4y01 # ~~0~ roger. richertCa town. Southold. ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Michael Sledjeski Address: 270 Pequash Ave City: Cutchogue St: NY Zip: 11935 Building Permit 38259 Section: 102 Block: 3 Lot: 5.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: home owner DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basemen X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 34 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 7 Smoke Detectors 5 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 3 CO Detectors 1 Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpl Emergency Fixtures Time Clocks Disconnect Switches 35 Twist Lock Exit Fixtures TVSS Other Equipment: 1-heat lamp, 2-exhaust fans, 3-paddle fans, 1-ARC fault circuit breaker, 1-GFCI circuit breaker Notes: Inspector Signature: Date: Aug 20 2013 Electrical Cenificate.xls CERTIFICATION Date: 1 3 Building Permit No. ? Owner: Mi k2 SexJLpj<kj (Please print) Plumber:V Q (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. tubers Signature) Sworn to bef re me this I ` day of 20 15 )ADW R MATHL%N VAUTpffl ?VrARY KMX STATE OF NEW YORK ~ Q~Re1 ~Rh~tm Ce~iw &pw Ne~eiivi 1, M4 otary Public, County TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ /FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ l FIRE RESISTANT C0NSM rM [ ] FIRE RESISTANT PENETRATION REMARKS: / i DATE c INSPECTOR / a 0 '~®#TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. J[~FOUNDATION 2ND [ ] INSULATION [V[ ] FRAMING / STRAPPING [ FINAL l [ ]FIREPLACE & CHIMNEY [ FIRE SAFETY INSPECTION l [ ] FIRE RESISTANT CONSTWUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 4~9- 0 DATE ( INSPECTOR ltd ~C v f®~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION [ ] INSULATION ] FRAMING/ RAPPING [ ] FINAL [ ] FIREPLACE [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRWTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI ) REMARKS: C l DATE ` INSPECTOR OF 304Ty~ i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH [ ] ELECTRICAL (FINAL) REMARKS:- C~f- IL ~ DATE 74042-11 INSPECTOR A-4 IN TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION i ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Grp - O 3 r 7i DATE INSPECTO llm,o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTIO [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE TRICAL (FINAL) REMARKS: i -~cJ we DATE INSPECTOR ~'Yf 3~yS-q o~,~OF SOUTy~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ =ATION FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMAR l i DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS e a R1 FOUNDATION (1ST) - - - J ~j x 4- FOUNDATION (2ND) - - - - - z 1171 ROUGH FRAMING & _641W -_t /42r l[~ PLUMBING - - INSULATION PER N. Y. STATE ENERGY CODE _ _C'-O - - FINAL ADDITIONAL COMMENTS I/ r M A ! $ - z Z ~ O UI y C t-d ro No w. bC Ck~ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health G SOUTHOLD, NY 11971 ---1 4 sets of Building Plans Mme S i t ~e4 TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ~j 11urvey www. northfork.net/Southold/ PERMIT NO. a~ 3~P 7 Check aQC . O C? Septic Form N.Y.S.D.E.C. Examined___ I , 2008 - - T stew : ~ - O rM b f 3 pq S Contact Approved , C$' u :;r li ~t Mail to: p a 7O I ¢Q3 /f ~?e_ Disapproved a/c - C cFfo ~ 11433 2 3 Phone: Expiration 2 b~Du. DEPT. WN OF t„ 1TMO1_ 0 Building "Inspector f , r;R 1 7 / APPLICATION FOR BUILDING PERMIT L 3 - 3 a8' A Date 20 - - o INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. ' c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ~0 (Signature of applicant or name, Ma co'rpor,ation) a-7 O v~ e tiTcµo kQ ( fling address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder O to l,+,P- r Name of owner of premises Mt G FI t4 ~L a C #AOL M&jN S,rjyd L e S•k (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: ~1 Pe 4 . ~S C 0; t. r- House Number S eet Hamlet County Tax Map No. 1000 Section O Block _3 Lot 6. Subdivision Filed Map No.Lot (Name) , 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work _ (Description) 4. Estimated Cost 0 O<=0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units - Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of ewh type of use. 7. Dimensions of existing structures, if any: Front O Rear 0 Depth Height 251( Number of Stories Dimensions of same structure with alterations or additions: Front 3 0 Rear Depth N V Height a S- Number of Stories a- 8. Dimensions of entire new construction: Front A Rear a K Depth a2 Height d V~ Number of Stories I- 9. Size of lot: Front Rear Depth 10. Date of Purchase O Name of Former Owner 11. Zone or use district in which premises are situated , 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ N01 13. Will lot be re-graded? YES NO---~- Will excess fill be removed from premises? YESX NO 14. Names of Owner ofpremisesF' /04'-( SPrtx Lc twdress a?o/1" u~Jf Phone No. Gal yFz/-dl`b~ Name of Architect eWT-W6 5,6LJ.:e~..ork, Address 9-oNa(C' /fvo- Phone No ?a7- S}5;Z Name of Contractor ot~>tjev' Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 0 * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_~AO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property?* YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) ` SS: COUNTY OgUablL A'Q0C- ? S'e-P/)L c. being duly sworn, deposes and says that (s)he is the applicant (Name o individual signing contract) above named, (S)Ilc is the 0W .V P- R (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. yefcSwt,,re me this day of 20 Not iBOROSIG Signa a of Applicant NOTARY PUBLIC State of New1Mk No. OtDb4634870 pualffied In Suffolk Coumy 7 r~' C vds" Expires Septambe 2m, FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 25, 2008 TO: Carol Ann and Michael Sendlewski 411 Obsbome Avenue Riverhead, NY 11901 Please take notice that your application dated March 17, 2008 For permit for an additions and alterations to an existing single family dwelling at Location of property 270 Pequash Avenue, Southold, NY County Tax Map No. 1000 -Section 102 Block 3 Lot 5.1 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations are not permitted pursuant to Article III, Section 280-15, which states that accessory buildings and structures shall be located in the required rear yard. The additions and alterations will result in the existing accessory structure being located in the side yard. This Notice of Disa issued based on a survey dated March 18, 2008, b Martin Send D Rallis, Permit Ex iner CC: file, Z.B.A. Note to Applicant: Any change or deviation to above referenced application may require additional review from the Southold Town Building artment. FORM NO.3 NOTICE OF DISAPPROVAL DATE: March 25, 2008 AMENDED: April 10, 2008 TO: Carol Ann and Michael Sendlewski 411 Obsbome Avenue Riverhead, NY 11901 Please take notice that your application dated March 17, 2008 For permit for an additions and alterations to an existing single family dwelling at Location of property 270 Pequash Avenue. Southold, NY County Tax Map No. 1000 -Section 102 Block 3 Lot 5.1 Is returned herewith and disapproved on the following grounds: The mronosed additions and alterations are not permitted pursuant to Article XXII Section 280-122 which states, "Nothing in this article shall be deemed to prevent the remodeling reconstruction or enlargement of a nonconforming building containing a conforming use provided that such action does not create any new nonconformance or increase the degree of nonconformance with regard to the regulations pertaining to such buildings." There is currently an existing accessory buildimg on the property located partially in the side yard, following the proposed additions and alterations the accessory building will be made more non-conforming by placing it further into the side yard _The accessory building is non-conforming pursuant to Article 111, Section 280-15 which states that accessory buildings and structures shall be located in the required rear yard. This Noti r roval was issued based on a survey dated March 18 2008 b Martin Sendl ski AIA and n ed on 10 2008 based on additional information provided b the rchitect. on R is, Pe Ex iner CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. APPEALS BOARD MEMBERS aI $0(~Ty Mailing Address: Gerard P. Goehringer, Chairman Southold Town Hall 53095 Main Road • P.O. Box 1179 Ruth D. Oliva Southold, NY 11971-0959 INC James Dinizio, Jr. Office Location: Michael A. Simon O Town Annex /First Floor, North Fork Bank Leslie Kanes Weisman ~yCOUNi 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 JUL 0 FINDINGS, DELIBERATIONS, AND DETERMINA 04 MEETING OF JULY 17, 2008 T_ 0 1 ZBA # 6169 - CAROL ANN and MICHAEL SENDLEWSKI, Applicants PROPERTY LOCATION: 270 Pequash Avenue, Cutchogue CTM 102-3-5.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 38,685.83 square foot parcel in the Residential R40 District, measuring 209.75 ft. along Pequash Avenue to the east, 202.64 ft. along the northern boundary, 200.00 ft. along the southern boundary, and 177.11 ft. along the western boundary. The lot is improved with a single-family dwelling, a single-story frame building, and an accessory frame shed, as shown on the survey prepared April 2, 2007, amended December 7, 2007 by Nathan Taft Corwin III, licensed land surveyor. BASIS OF APPLICATION: Request for Variances under Sections 280-15 and 280- 122, stating that accessory buildings shall be located in the code-required rear yard, based on the Building Inspector's April 10, 2008 amended Notice of Disapproval RELIEF REQUESTED: The applicants seek a variance to allow an increase from the current nonconforming six feet of the garage, to a nonconforming 31 feet of the accessory garage located in the side yard. ADDITIONAL INFORMATION: The accessory garage is a pre-existing (nonconforming) automobile repair shop. It is 46.6 feet in depth, 40.6 feet of which is currently in the rear yard of the primary structure. The proposed addition at the rear of the dwelling will have the effect of reducing the portion of the shop that extends into the rear yard to approximately 15 feet. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted, and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1). Grant of the variance to allow an increase in the amount of accessory building located in the side yard will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Page 2 - July 17, 2008 ZBA # 6169 - C. and M. Sendlewski CTM 102-3-5.1 There will be no change in the front yard setback of either structure, and the addition will not be visible from the road. 2. Town Law §267-b(3)(b)(2). The benefit of enlarging the house cannot be obtained without a variance. 3. Town Law §267-b(3)(b)(3). The proposed variance is substantial with respect the increase in the degree of side yard penetration. It will increase the degree of nonconformity from 6 ft. to 31 ft. It is not substantial with respect to the overall plan of structures on the lot. 4. Town Law §267-b(3)(b)(4). Constructing an addition to the rear of the existing dwelling will not have an adverse effect or impact on the physical or environmental conditions in the neighborhood. 5. Town Law §267-b(3)(b)(5). The need for a variance was not self-created. It is a result of the location of the pre-existing non-conforming shop building that is already partially in the side yard of the existing dwelling. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition to the dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Simon, seconded by Member Oliva, and duly carried, to GRANT the variance as applied for, as shown on the site plan SP-1 prepared by Martin F. Sendlewski, A.I.A. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members in r (Ch ' ma Dinizio, Oliva, Simon, and Weisman. This Resolution w duly a pted ( 0). ` Gerard P. Goehringer, Chairm 7/ /2008 Approved for Filing r 6 dal a7 ~o~~uE souTyo6 e7 - 30 a Town Hall Annex Tdepbo~w ()6331) 765-1802 Main ad P .O. Box 111779 roaer.richertCdv~rn.~ti.ny.us Sou&okL NY 119714M BUILDING DEPAR'fmwr TOWN OF SOU MOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: I-Icense No.: dress: Phone No : JOBSITE INFORMATION: (*Indicates required information) J *Name: (MtLtIb4eL S-eAJC.ewskl *Address: 1-76 ev_Q,ti,aru aa-e, C LcTc-4254e - *Cross Street: S'( *Phone No.: -73L/ _ 57-0-7t, M, Ce 3 Permit No.: Tax Map District: 1000 Section: /p Block: Lot S", / *BRIEF DESCRIPTION OF WORK (Please Print Clearly) /~/JOt S tf,0A) (Please Clyde All That Apply) *Isjob ready for inspection: NO ough In Final *Do you need a Temp Certificate: YES Temp information (If needed) - *Senrice Size: 1 Phaae 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 112-Request for Inspection Forth ~r Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: s.c.T.M. M THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN Di THE STATE OF NEW YORK. Rem Number: (NOTE: A Check Mark for each Question is Required for a Complete Application) Yes No I Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? Y ? (This item will Include all run-off created by site clearing and/or construction activities as well as all Site L Improvements and the permanent creation of Impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? ? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl 3 Will this. Project Require any Land Filling, Grading or Excavation where there is a change to the Natural ? Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of ? 7 Five Thousand (5,000) Square Feet of Ground Surface? - 5J Is there a Natural Water Course Running through the Site? ? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? li9 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to ? One Hundred (100') of Horizontal Distance? 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ? into and/or in the direction of a Town right-of-way? ~A 8 Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of r any Item Within the Town Right-of-Way or Road Shoulder Area? 1- (This Item will NOT Include the Installation of Driveway Aprons.) • A 9 Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? ? `!r NOTE: If Any Answer to Questions One through Nine Is Answered with a Check Mark In the Box, a Storm-Water, Grading, ---111--- Dralnage & Erosion Control Plan Is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit) EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? - Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan Is NOT Requlredl STATE OF NEW YORK, COUNTY OF ....s.~..V......... 1 1. SS That I, S.Sx.CQ.I S ~~d (Pt:,US,~(.;C; being duly sworn, deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that he/she is the ..............................................6.. ..jtj!.Q.,.............................................................................................. (Owner, Contractor, Agent, Corporate Officer, etc.) Owner and/or representative of the Owner of 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 herewith. Sworn to before me this; ~..........fday of ~-A~ ~ , 20.. Notary Public:... et. ( ' " (Signelur fApplicant) P. FANDaPN FORM - 06/07 No.01RiN1AIM -.,alftd In SurAk Emil Jlrlr co . x M co MARTIN F. SENDLEWSKI, A.I.A. ARCHITECT - PLANNER VIII u .PR 7; April 4, 2008 Town of Southold Building Dept. PO Box 117 Southold, NY 11971 Attn: Damon Rallis Re: Sendlewski Residence 270 Pequash Avenue, Cutchogue Dear Mr. Rallis: Attached please find a copy of the survey highlighting the current dimensional criteria of the site. Please note that the building is already in the side yard of the existing residence, therefore no variance should be required. Our review of the Zoning Code indicates that the relief being sought is for permission to allow a building in the side yard.which already exists. The code does not indicate the degree of encroachment of a side yard that is required, therefore in that this condition already exists, no variance should be required. Please review the attached and reconsider whether or not this application requires a variance. It remains our position that no variance is required. Very truly yours, Martin F. Sendl wski AIA MFS/ssc CC: Town Attorney's Office 215pI ~R7~5 1 II fl*&HEAD, N.Y. 11901 ¦ (631) 727-5352 ¦ FAX (631) 727-5335 pF SOUIyOIo Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 C02 :hc Southold, New York 11971-0959 coulm, BUILDING DEPARTMENT TOWN OF SOUTHOLD OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD To: Martin Sendlewski, A.I.A. 215 Roanoke Avenue Riverhead, NY 11901 Your Building Permit application is being returned as incomplete for the following reasons: 1. Energy calculations are required. The existing dwelling has three bedrooms and the proposed addition shows an additional bedroom being added, thus requiring health department approval. Dated: August 14, 2008 Page 1 of 1 To: Town of Southold Building Dept. To Whom it may concern, I am Michael Sendlewsld. I am in the process of building an addition on my home at 270 Pequash Ave in Cutchogue. Building permit # 36200. Do to scheduling issues it is apparent that 1 will not meet my September 5th dead line. I respectfully request an extension of my building permit. T, hank YY Michael Sendlewski ant /2012 Tuesday, August 21, 2012 AOL: Mejs1956 Town of Southold. Building Dept. From: l~ I ~;rl Michael & Carol Ann Sendlewski. ~1'1 R 3 20 270 Pequash Ave Cutchogue, N.Y. 11935 ui ~if+,~tn Re. Building Permit # 36200. To whom it may concern, As we have tried to meet our dead line it is unfortunate that we will fall short. I do realize that we have been granted an extension on our permit already. However due to super storm sandy I find I cannot meet the current dead line. Our builder was forced to help his other customers up west. He had to help those who lost much if not all of what they had. There were those without heat who have children that needed more than we did. I agree with his decision. I hope that you too will understand. I am very close to finishing and the builder has me in his schedule to finish the job. As I have taken on a very expensive project every penny counts. I am at this time scraping every penny together I can to finish. I ask for your understanding and hope that you will grant me a little more time. Thank You, Mich el Se le ski. 4^ - J- Pleasefee~ co al Va/31-484-2563. pq-A/- ""j 'J-~ SOUTyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 G Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD August 26, 2013 Michael & Carolann Sendlewski 270 Pequash Ave Cutchogue, NY 11935 TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) 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 # 765-1992) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 38259 - Addition o~ Q8 BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted:3117MR7 *Date Reviewed,_1Y106f6q Applicant: rn%Glnn--( w- &rol Ann SPrYIIIP Owner: SaM-e k_t Architect/Engineer: rnar n . v p1d l_pu) S k/ Estimated Cost: SO, y 1) , SCTM# 1000- /o a - 3 - s. I Subdivision: Zone: R-"7D Conforming? n~ Property Address City: Pre Cis? ~ //LO Building Permits (Open/Expired): BPo[d)Z / D-, Info: BP -z / C/o Z- Info:Y BP -Z / C/0 Z- , Info: BP -Z / C/o Z- , Info: BP Z / C/0 Z- LrTv Single & Separa't'e Search Required? Y oreDetertnination: pj[9,D REQ. Lot Size: k b OD ACT. Lot Size: 3g~~~o REQ. Lot Cov. ACT. Lot Cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear REQ. Height ACT. Height Project Description: i 7 X p2Sh Oda L~ x U)( Waterfront? Y or N? If yes, water body: Panel# Flood Zoue: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRE D Suffolk County Healt . or N - If yes, *Bed#: *Date:q~5~Q*Permit#: (~/UOS4dq own SepfAQ: Y/or I If no, certifica ion require Y or N Received: Y or N By: ll// NYS DEC: PRE-DEC ynns Y o N\ Date: Permit or NJ Letter - Notes: Southold Trustees: Y ofD- Date: Perinit or NJ Letter - Notes: r Southold ZBA)IYy1r N -Date: 7 / l7/ OO Permit #:&j(0 t - Notes:0ru4eta6~(e1gp XjY Southold Planning: Y otio- Date: Permit - Notes: Town Lan/dm~ar,/k C/ o~ /LCf..AII: Ytco~TE: *N~YS CODE Compliance (page Lge2): Y~for N Notes: /l/0d L[~CA d~ - ~~d sr!s~C ~K Pdj-&j-m ~7LCX 7 CXL/'~~ ~ mDA0ot1 ,lip I ZbaR-,l~ o )-S S ct-o A ,r tau 'Fee 9truclure: v~ Foundation: 660 SF 1 ( 8~ SF)= SFX $ $ First Floor: IoDO SF + hritial Fee: $ 8"0 , DD Second Flo (n 0 SF + Additional Fee $ y . UDC Q Other: SF 1 ( SF)- SF)- -SF X $ - Total iKOI /00. SF D + Initial Fee: $ ~P + Additional Fee $ TOTAL: $ S~` ~1S1 06 r- / .l :R A kaU NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 _ Wind Speed:. 120MPH Seismic D/Qsign Category: B Weathering: Severe ~l Frost Depth: 36" Termite: M-id S-M y Design Temp: 11 _ ' - Ice Shield Underlay: YES _ , Fiood Hazards: USE/OCCUPANCY CLASSIFICATION: S HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: W!) 2)A 4V ""-Q DESIGN CRITERIA: ENGINEERED RIPTW FULL FRAMING DESIGN ELEMENT HEADERS: YIN WALL STUDS: YIN GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS: YIN ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: YIN DESIGN LOAD CALCULATIONS: IN LIVE: DEAD SNOW: YIN SEISMIC: YIN WIND: YIN WINDOW AND DOOR SCHEDULE. MISSLE TEST RrQ~JIREMENTS EGRESS 5.7 F LIGHT 8% /N VENT 4% N NAILING/CONST C//TIION SCHEDUL'o. MEANS OF EGRESS:IYDN PLUMBING RISER D~,IAAGRAM: YQN LOCATION OF FIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN YIN CERTIFICATION: ENERGY CALCS ( Y TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) p _ . I v % v n _ TOWN OF SOUTHOLD PROPERTY RECORD CAW )WVNER STREET 24~ CO VILLAGE DIST. SUB. LOT f- rv Eli' PQ J a a e, C n b v e /Ok Daic i FORMER OWNER N E ] I ACR. A. 004- c saw 4 04 S A J b: D n S W TYPE OF BUILDING a r e" . ES. Z10 SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS P,D 3 F0 0 0ri 6lu a -iH; r Lad eer Ir- Itr s ©'Kt t pti, c, -3 UUG7 6 OA O--M I IT I- Co I -0 II r - - m f - / 0 l~Dd 3 r q&-/&vrew N L AGE BUILDING CONDITION p NEW NORMAL BELOW ABOVE S 16- ~lgS FARM Acre Value Per Value Acre rillable 1 i n o G~ B°°° .tom, rillable 2 NS bsd' b'a o 3 AI illable 3 i o 3 y Noodland swampland t d r / aL~p 2 f f / v /~01~ 3rushland FRONTAGE ON ROAD 44~ 7-40 -louse Plot DEPTH Q Q f'f v, ? BULKHEAD rota, DOCK COLOR _ 4 4# r TRIM t S nr '1• Bldg- 3o X a 0 5-0 0 o O Foundation C 3 Bath / Dinette Extension Basement v LL Floors d 4K K. Extension Ext. Walls 0o a sM-~ nterior Finish W4 +-L L3 LR. Extension Fire Place Heat ES DR. Type Roof Rooms 1st Floor BR. b Parch i o x 1 S` / $ o Z o'fl - Recreation Room Rooms 2nd Floor FIN. B. Ftirch Dormer s; eway Driveway V A. TOWN OF SvuTMww VKVrciLi ¦ RG%rVnr R STREET _ VILLAGE D1IST. SUB. LOT 1, De ve?A eve, ef11LCx6ue f2 J~ ER OWNN E ACR. scY/CAS 6~WlS.p -t/ VeS ~77LQ. S _ W TYPE OF BUILDING ifi. ~leef f /~!`T. Mc DomA h /eel.Ef '3 y SEAS. VL. FARM OMM. CB. MIS//C. Mkt. Value -ND IMP. TOTAL DATE REMARKS 4 t-coa r 3e 2oe aAd a e o r, ha/ 00 rs n f f 'i i ~fd~ fo ll6d d6 /Z ~3 ~•De sh{ cn titiOkeePt ox {+~l re ' 0 0 }./bd 3Zoa /0 /7 4 E BUILDING CONDITION NORMAL BELOW ABOVE Acre Value Per Value Acre FRONTAGE ON WATER FRONTAGE ON ROAD DEPTH c BULKHEAD DOCK r - ~ r:v v w 4d "w t 1 I II COLOR i HRH TRIM i I Dinette ~ Bath i (Foundation K. A s o a / a o f S" ~ Floors M. Bldg. 3 o X o = Basement LR. Extension L ` Z Interior Finish - Ext. Walls DR. G00 /.~u G Heat Extension G A Y Fire Place BR. Rooms 1st Floor Extension Type Roof Rooms 2nd Floor FIN. B. Recreation Room Pow Dormer Porch Driveway Breezeway ,aroge Pet1o O. ,B. y l 4 ~ DATE- ISWE s 0p RS- 5-I8-08155UED O ry. 29 FOR 6UILDIN(5 PERMIT ti OOs F A ~~1 e. • g<F'RE~ HST F• END l Q 0 17 o\k~q~ a ~ 03 $ 'Ja .5.. ? Y d-- ai (J) U °a W H J - PROPOS 2 Z STORY F E w a ADDITION Gp+ U) HD. STEPS / AND REAR BILGO ^ PiL~C~G / 2p9 DOOR \ ~S. Q FRAMED SHED T~ U / F yo BE RELOCATED / h O ~N ti ~G A? 4" GONG. PA 9• 00s .o'0 Q a ~D RELOGATE EX15TINO 12x12 PREFAB SHED ON 4" P.G. SLAB a \ FFOJE[TS: obol / I ~yq CAD ME: COW BOV C I DRAWING ~ ~ SCALE: I" = 30'-O" "b S.G. 7AX No. 1000-102-03-5.1 5 sj'" \ 1 1 ? Tolwl OF c, Y,NN E. Of:J, JIJ11 nl nl ~Y fr 11M I ytt I- -T- fl ~ ; Y,.LI+,Oe41 u ~ ff 16,71175.F. `1.ira;1 . gp, ',i I~ A N r YIdi.PJ^JEU lINl..^\.. _ <t_GW ftWt.•~r - y ~y i I i.r ' y I , W yy A,.,~ ,J. a ~ y ir' I NFOCY /ypx::,NF - FIRST LY¢EET Mc L4NAu{, Pf20fIG+EU'MII_; JI: JU6U1'JI ~IVN T~en:i.+wwn ~ 4 YI/•R ~F PROPERTY S.:.-liv Ft. Fort ' - :.JLt 4,1 . AIffh3d,=~"JSF - .'y.~ rF!SIJJt/' MAQ.IJ~1991 .'y~ . ~L,PC. .1$41.„~; I { tY yJ.TA 1 I.n_>..:~x: IGL•S •5.1 ic::. Vim-- 7' d+t I1411 L12TY •.N LJNt 44G,USIGeNr,n L• 1 r i V'JJ GE14L Y A~ vC _an. J{ ? - AteNegLa Kam,, RNwal3wr1Y IN 1,:;F• 14 o NE4AI LY FIAr 4 i~vv~gl~.;,c„r MlN,1 sECi~~er•., 2835.` . J C~J( REScheck Software Version 4.2.0 Compliance Certificate Project Title: Cutchogue Addition Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 12% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: Cutchogue, NY Mice Sendlewskl Martin Sendlewski Cutchogue, NY Martin F. Sendlewakl A.I.A. 215 Roanoke Ave. Riverhead, NY 11901 (631) 727-5352 MFS@firehouseplanner.com Coniplianc, Passes Compliance: 9.4% Better Than Code Ma)dmum UA: 223 Your UA: 202 Gross Cavity Cont. Glazing U A Assembly Area or R-Value - Do Perimeter U-Factor ceiling 1: Flat Ceiling ar Scissor Truss 617 30.0 0.0 22 Wait 1: Wood Frame, 16" o.c. 1358 13.0 0.0 97 Window 1: Vinyl Frame:Double Pane with Low-E 121 0.350 42 Door 1: Glass 39 0.360 14 Door 2: Solid 20 0.360 7 Floor 1: All-Wood Jolstfrfuss:Over Unconditioned Space 608 0.0 0.0 20 The proposed building represented In this document is consistent with the build kg s jspedfication6, and other calculations submitted with this permit application. The proposed systems have been designed to meet the ONew York Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and sig t page, they are attesting that to the best of hislher knowledge, belief, and professional judgment, such plans or specifications are In mplfance with this Code. 0Ajt`f1J St)'JoLu SCI AAA-t. 2 2Z- Name-Tile Signature Date \~,t~RED-ARCrrfr F. SENp<~ rcr Q c..no7j., h- N NQ (iS Lt 0171) d ~C.1 NEW Project Tile: Cutchogue Addition Report dale: 12122108 Data lllename: P:\2D08\0801\Cutchogue Addiion.rck Page 1 of 4 REScheck Software Version 4.2.0 Inspection Checklist Collings: ? Calling 1: Flat Calling or Scissor Truss, R-30.0 cavity, insulation Comments: Above-Grade Walls: ? Wall 1: Wood Frame, 18" o.c., R-13.0 cavity Insulation Comments: Windows: ? Window 1: Vinyl Frame:Double Pane with Low-E, U-factor. 0.350 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: Doors: ? Door 1: Glass, U-factor: 0.380 Comments: ? Door 2: Solid, U-factor. 0.380 Comments: Floors: ? Floor 1: All-Wood Jolst/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Air Leakage: ? Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ? Recessed fights are 1) Type IC rated, or 2) Installed inside an appropriate air-tight assembly with a 0.5" dearanoe from combustible materiels. If non-IC rated, fixtures are Installed with a 3" clearance from Insulation. Vapor Retarder: ? Installed on the warm-In-winter side of all non-vented framed takings, walls, and floors. Materials Identification: ? Materials and equipment are Installed in accordance with the manufacturer's installation Instructions. ? Materiels and equipment are identified so that compliance can be determined. ? Manufacturer manuals for all Installed heating and oookrg equipment and service water heating equipment have been provided. ? Insulation R-values and glazing 1.1-factors are dearly marked on the building plans or specifications. ? Insulation Is installed according to manufacturers Instructions, in substantial contact with the surface being Insulated, and In a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ? Supply duds In unconditioned attics or outside the building are insulated to at least R-8. ? Return ducts in unconditioned attics or outside the building are insulated to at least R-4. ? Supply ducts In unconditioned spaces are insulated to at least R-8. ? Return ducts In unconditioned spaces (except basements) are Insulated to R-2. Insulation is not required on return ducts In basements. Duct Construction: ? AN joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mas8o-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181 A or UL 181 B. Project Title: Cutchogue Addition Report date: 12/22/08 Data filename: P:12008=01%Cutchogue Adddon.rck Page 2 of 4 Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 In. w.g. (500 Pa). Lj The HVAC system provides a means for balancing air and water systems. Temperature Controls: ? Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Ll Separate electric meters exist for each dwelling unit. Fireplaces: ? Fireplaces are Installed with tight filling non-combustlble fireplace doors. Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residentlat Code of New York State or the New York City Building Code, as applicable. Service Water Heating: ? Water heaters with ver8ral pipe risers have a heat trap on both the Inlet and outlet unless the water heater has an Integral heat trap or Is part of a circulating system. Lj Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Lj Circulating hot water pipes are Insulated to the levels In Table 1. Swimming Pools: Lj All heated swimming pools have an onloa heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pod pumps have a time cock. Heating and Cooling Piping Insulation: ? HVAC piping conveying fluids above 105 degrees F a chilled fluids below 55 degrees F are Insulated to the levels In Table 2. Project Title: Cutchogue Addition Report date: 12/22/08 Date filename: P:\2008=01\Cutchogue Addhon.rc k Page 3 of 4 "Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pipe Sizes Ron-Circulatktg Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" Temperature ("F) 170-180 0.5 1.0 1.5 2.0 140-189 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Rangeff) 2" Rumuts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressurerremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project Title: Cutchogue Addition Report date: 12/22108 Data Rename: P:12008W8011Cutchogue Additbn.rck Page 4 of 4 SURVEY OF PROPERTY SITUATED AT CUTCHOGUE o~q s TOWN OF SOUTHOLD Y`~ 9o0iF SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-102-03-5.1 ~~S cOk,'bN SCALE 1"=30' 0O 4oNa S N APRIL 2, 2007 DECEMBER 7, 2007 UPDATE SURVEY AS• ce ' 00, AREA = 38,685.83 sq. ft. 0.888 ac. ~s~ 5 R NOTE: DEED REFERENCES ARE TO DEED LIBER 11667 PAGE 82. `S rt y m 4 Sti\ ti0~ u°m FHS~o ` MMR 10 CERTIFIED TO: MICHAEL SENDLEWSKI c oo, e' ,~\t5 J FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK TITLE No. 3003-180771 014 ll~0 S. m3 mx' / 4 CONC / o pC FCL~i / SiCCIGCE. QU 4C~N0 •YC RNC[ OQ42. 5 ~tm J~ ° F AiS. 00, m ~ nNF Y1 1 d9~~ ~ ss5 ~IO~~ti~tiGPy m~' 0 r GTa ~ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF N .OQ SECTION 7209 OF THE NEW YORK STATE EDUCATOR LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SELL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. °F 5 F° CERTFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND 4oN LENDING INSIINIION USTEO HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERIFCATONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AXU/UK GOCMLIY O v v ANY. NOT SHOWN ARE NOT GUARANTEED. / \ PREPARED IN ACCORDANCE WOH THE MINIMUM STANDARDS FOR TFUE SURVEYS AS ESTABLISHED Nathan Taft Corwin III BY THE LLALS AND AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TTTLE ASSOCIATION _ Land Surveyor ~~pf NEW 1,. //caPa~l.F7 pp ~h~. Ltle Surveys -Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 1` OFFICES LOCATED AT MAILING ADDRESS d C~. C1' 322 Roanoke Avenue P.O. Box 1931 N.YS. U.. Na 50467 R,verheod, New York 11901 Riverhead, New York 11901-0965 k , i DATE: 22'-O" DARK BROWN Oq-Oq-OS 155UED SILTY LOAM OL FOR 5GHD APPROVAL 12-01-0& REVISED PER BROWN SILT ML 5GHD GOMMENTS ~j S PALE BROWN 00 FINE TO COARSE SAND SW EXISTING RESIDENCES I 22.5 S GONNEGTED TO GITY ~4 2 EXISTING ISTINO HATER NO HELLS WITHIN 5-0" p`~ 9o HATER LINE ,TER LINE 150 ET OF PROPERTY GROUND WATER ENCOUNTERED -1 TE5THOLE 8-1 NT5 PRC PROPOSED NEW (2) 8'-O" DIA x SEAL: (b) C 6-0" LEACHING POC POOLS `SIso so/yir SUFFOLKCOUNTYDEPARTMENTOFH •SE PERMIT FORgppROVAL OF CONS TRUCTIONFORA SERVICES SINGLE FAMILY RES DE S AND r X16 B - I S +TAban,,mn DATE a' r sr ib H.S. REF. N ~yv~° ~tib B-I APPROV D ors OF nEw'tO~ TOTAL MUM BEDROOMS fi [EXPIRES _Gf EXPIRES THREE YEARS FROM DATE OFT of N APPRO AL Q W z rn 0 -Z~ W- QZ~ < EXISTING RESIDENCE N CONNECTED TO CITY NEW 1,000 GAL. -1 W O W 0r HATER NO HELLS HITHIN SEPTIC TANK L ° aw 150 FT OF PROPERLY FUTURE 5O% EXIST. SANITARY U o~ z Abandottment of existing S^nitary system must be in Q SYSTEM TO BE EXP. POOLS p~ N W eomformancewithdepa rtrequirementSubmit W F ABANDONED 0/ 21.5 completed form W WM a proof. IT U AND REMOVED / Z~ W e„ PER SGHD W Q it (n Q REQUIREMENTS - PROPOSED 2 W $ STORY FRAME ° Z 2 ADDITION T ~QD P~ /moo' H 21.0 FRAMED SHED TO 9c o Q ti BE RELOCATED v 'TS? 4" GONG. PA01- 9. . 4 / v z Q ~m y EX15TINO 12x12 ILI ! PREFAB SHED ON / EULLDINB HV.L LINE LAST IRO GRID! F LAST IRON FRAME AMP G9JB2 TO O SPVVE F U?PM PAWED AREA AND O EXISTING FARM NO 4" P.G. SLAB FOR ALL OISTEL L.EACOW Po01.6 4• FAI HOWIE C/~.~.T.~IRON P AND COV92 TO BRIDE FOR ALL 1FM PIT CI1BiR-R°r~T~IN~e~ yTO~~PREJENT 9.Fir'AGE ,+'IATER R MATER PROOF ANO RCfLT FROM) HELLS WITHIN 150 FT OF PINA-R GRADE ELEV. YIAlBt ENTRAWN PROPERTY 4' NA. PIFE MRL +27 MIN. TNINf JDIN+e NIN +2' O 12' MIN. / W 24'"MA%. SLOPE VD-?T. 24' MIN.• MIN. 24'1 MAX. u Y B" MIN. DOME llJ ~ it. MIN. EXISTING RE'. MNG RE5IDENGE _ INV. EL. IT INV. EL CONNECTED INEGTED TO GITY MV. MS' WSIWeETRAP 9O 4• RFEMR ba LPaauNOPmL p HATER NO H ER NO WELLS WITHIN 4-0 PIPE o 2'~DFT ° OS~ O r z c~~~ 150 FT OF PF FT OF PROPERTY Rnacr~e evATaes MET ` OM OPL' ORAINA6E AT SAM LEVEL kTiow. I V vi PROVIDE A S' b'a 61T~11VE LEAGMB DEPn+ L RMtl55 dlY ,,RILE OEPI„ ~GI SMV AP OM TAW 5 5AND ARara TAW A!D I.d1LYRk! Poa s T1'P. 20.0 I PROJECT#: 0801 ;p 4' "K AND L540" 4' IIRI IITpL,ry ~ Jim em OF CAD FILE: P:\PRo-Fr-T5 I. NEYi NDOO eALLON I era F1R ( a DIAFETHt ~ °~NL rAFK 0801t5P-IDWFi - - - - - - - - - - - - - - DRAWING#: NORTH O P~ i ~ I T V , 2010- WAW. 5ANITAWr 1:)ESI6N DETAILS N.T.S RECEi~~D Q Q ?A 202 SUFF. CO, HEALTH !30C ES 4?N_ 'FICA u.~F 4„_?fdj -C': ~'1.4T?; R Mf~')'. I DATE: OG-Oq-08 ISSUED FOR 5GHD APPROVAL I2-0I-08 REVISED PER D I STP\NGE A E B 5GHD GOMMENTS 5-10-II REVISED PER 1 38'-0" 461 46'-011 SETBACK TO ADJAGENT NELL5 10-24-13 REVISED PER 2 42'-0" 56'- 56) i-0 N SETBAGK TO ADJAGENT NELL5 / II-0~-I3 FINAL 5 52'-O" 60' 60 -O" A5-BUILT s I'llsommommm EXIT EXISTING 22.5 y WAT HATER LINE SEAL: EXISTING pEARCyF. ° FOl 0~~1 WELL / F EXISTING RESIDENGE EXISTING WITH WELL 10 Y WELL B 1 sT 1]lh3 9TF ~F N C`N EXISTING RESIDENCE ~ off. A~ WITH WELL 614% o QL n wO W z0) - z l( Qz I Qr- a LL y 0O ^ O } U) z CID Q ~ Ow LU C) 01 z J w In o 1 Z= N¢ w W U = / G~ Cn CY w T, Q 1,000 GAL. 41, LL X SEPTIC, TANK Z_ H 58' (A) g' (A) a EC EItVEE 6' (5) Nov 0 8 ~lJi3 (2) b'-O" DIA 61-O" LEAGHII ~'o\ / 2100 42' (A) j 46' (5) Mh POOLS A liQ P~ 21.0 29, 00. Q ~m q~\ \ X60' (B) EXISTING RESIDENGE ~N WITH HELL I~ z w p y EXI5TIN67 iu z o SHED WELL ~I 7A I L ~ _°o 2 BRA I ICAO r;~fiA I L EXISTING FARM NO to x O :w WELLS WITHIN 150 FT OF PROPERTY \ Q ~f~- q) 0- V o PROJECT#: 0801 / o0 CAD FILE: P:\PROJE0T5 0801\5P-1.0HO 5 suf:Fou 'I 6SUFFOLK COUMTVDEPA2ME','TOFIIEALTHSERVICES DRAWING#: NORTH 20. AF APPROV.AI- 07 Ct:U:.TRUCTED W ORKS FOR ASihGLE F.'.M!L; RESIDENCE DS!QNOV DO!QNOV 2 0 2019 H.S.Ref.MO.jeL.---D$-o--0 3 I -fhe sex2aehe 52fi6fac 0 Sh'_S d'spos3l F.~,t v0!fiLfi`,1 !Illsvo,Nki" h2t.b_tn vqwded am, Inspedcted ed an amdf Nor wNfetl by WEs m'sL•c?='rr^r,[or titlte: noonnia; onA tountl to : be satblactm FOR A MAXIMUM. (::():5~11L.7 PL~AN l I Office of DATE: TABLE 3. 1 NAILING SCHEDULE I 1_011 01-04-08 AS TAKEN FROM THE WFGM, '95 HIGH WIND EDITION GENERAL NOTE, NOTES STANDARD DETAILS I II = I I-C 03-06-08 ISSUED JOINT DESCRIPTION NOTE NUMBER OF NAILS NAIL SPAGING I. ALL WORK SHALL COMPLY WITH THE RESIDEI i THE RESIDENTIAL CODE OF SEE AL50, TYPICAL NOTES, DWG5. 2 * 5. FOR PERMITS AND ROOF FRAMING NEW YORK STATE. CONTRACTOR SHALL GOC INSPECTIONS AS REQUIRED TO OBTAIN GERTI R SHALL COORDINATE ANY AND ALL )BTAIN CERTIFICATE OF OCCUPANCY GONSTRUGTI ON 2x10 0~-11-13 FINAL RAFTER TO TOP PLATE (TOE-NAILED) 3 3-8d PER RAFTER ON BEHALF OF TIRE OWNER. I THE NEW YORK STATE ENERGY OPTION: RIDGE REVISION 3 3-8d PER JOIST 2. ALL WORK SHALL COMPLY WITH THE NEW YO] CEILING JOIST TO TOP PLATE (TOE-NAILED) GON5ERVATION CODE. SEE NOTE 5. rE 5. MPLY WITH THE NATIONAL ELECTRIC Zr RIDGE TEN5ION 5TRAP5 GEILING J015T TO PARALLEL RAFTER (FACE-NAILED 3-16d EACH LAP 3. ALL ELECTRIC NORK SHALL COMPLY WITH TF TAIN FIRE UNDERWRITERS CERTIFICATE OR ;ZAP5 4-8d NAILS, GEILING J015T LAPS OVER PARTITIONS (FACE-NAILE ) 5-I6d EACH LAP CODE. ELECTRICIAN SHALL OBTAIN FIRE UNL SHALLSUBMIT TO OWNER. PROVIDE ALL TYP. ROOF TIES: COLLAR TIE (EA. END) COLLAR TIE TO RAFTER (FACE NAILED) 4 7-I0d EACH END FOR ALL ELEGTRIG WORK AND SHALL SUBMI- OUTLETS AND JUNCTION BOXES REQUIRED FO REQUIRED FOR ALL APPLIANCES, PUMPS, OR BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END EQUIPMENT, ETC. CONTRACTOR SHALL REVIE SHALL REVIEW SERVICE REQUIREMENTS, SIMPSON LSTA21 TYP. PHONE JACKS, T.V. GABLE JACKS, ETC. OR MSTAB AT 5UB-FLOO 4-10d NAILS, RIM BOARD TO RAFTER (END-NAILED) 2-I6d EACH RAFTER ALL LIGHTING, OUTLETS, FIXTURES, PHONE JAC WITH OWNER AS REQUIRED FOR THE FULL INS R THE FULL INSTALLATION AND EACH RAFTER (I6"oc) (EA. END) WALL FRAMING SATISFACTION OF OWNERS REQUIREMENTS At UIREMENTS AND GODE COMPLIANCE I 2-I6d PER FOOT AND SHALL PROVIDE SAME. ARCHITECT 15 N 2GHITEGT IS NOT RESPONSIBLE FOR w/ 7-8d NAILS, EA. END PROJECT IN ANY CAPACITY. TOP PLATE TO TOP PLATE (PAGE-NAILED) ELECTRICAL DE51GN5 FOR THIS PROJECT IN IMPLY WITH THE NATIONAL PLUMBING GUT RR FOR PLYWD. TOP PLATES AT INTERSEGTION5 (FACE NAILED) 4-Ibd JOINTS - EACH SIDE 4. ALL PLUMBING WORK SHALL COMPLY WITH T4 CONTRACTOR SHALL REVIEW WITH SHEATHING TO EXTEND TYP. G.J. STUD TO STUD (FACE NAILED) 2-Ibd 24" O.G. CODE AND ALL LOCAL CODES. CONTRACTO INGLUDIN6 BUT NOT LIMITED TO FIXTURES, TR FOR PLUMBING INSTALLATIONS FIXTURES, TRIM, ACCESSORIES, TO TOP OF PLATE (51ZE5 VARY) 2X8 2x8 RR @ 16"oc HEADER TO HEADER (FACE NAILED) Ibd lb" O.G. ALONG EDGES THE OWNER THE REQUIREMENTS FOR PLUMBIN LATER SERVICE AND DOME5TIG HOT (TYP) TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6d PER 2x4 STUD ETC. AND REQUIREMENTS FOR WATER 5ERVIC 3-I6d PER 2xb STUD WATER. ARCHITECT 15 NOT RESPONSIBLE FO iPON51BLE FOR ANY PLUMBING LOGKINO: SYSTEMS IN ANY CAPACITY. CONTRACTOR- 7NTRAGTOR SHALL PROVIDE SANITARY 6"oc (FIRST 2 BAYS) THE OWNERS APPROVED SITE PLAN ARE PARALLEL TO WALL. PROVIDE 2X4 GC RIDGE/RR TIES: BOT. PLATE TO PLR. JST., BANDJST., ENDJST. or BLKG. (PAGE-NAILED) I, 2 2-I6d PER FOOT SYSTEM IN ACCORDANCE WITH THE OWNERS, AND SHALL COORDINATE ALL INSPECTIONS F NSPEGTION5 REQUIRED FOR APPROVAL A INO FINAL TANK LOCATIONS SHALL WITHOUT IN UPPER THIRD APE 2x4 GOLLAR TIE5 ® I6'bc FLOOR FRAMING OF SAME. AND SURVEYS INDICATING FINAL' 'PER THIRD OF ATTIG 5PAGE, NTRAGTOR SHALL PROVIDE SURVEYOR OR U5E 51MP50N i5E 51MP50N L5TA18 5TL. STRAPS ® 16'bc JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAILED) 4-8d PER J015T BE BY OWNERS SURVEYOR. CONTRACTOR Si 8d EACH END WITH INFORMATION AS REQUIRED. 'LY WITH ARTICLE 10 OF THE N.Y.S. 1211 TO TIE RAFTERS IE RAFTERS TOGETHER OVER RIDGE. BRIDGING TO J015T (TOE-NAILED) 2- 5. ALL H.V.A.G. WOIRK SHALL COMPLY WITH ART BUILDING CODE AND ENERGY CODE. 13LOGKING TO JOIST (TOE-NAILED) 2-8d EACH END UNIFORM FIRE PREVENTION AND BUILDING CC BLOCKING TO SILL or TOP PLATE (TOE-NAILED) 3-Ibd EACH BLOCK CONTRACTOR SHIALL REVIEW ALL MECHANIC, LL MECHANICAL SYSTEMS WITH OWNER (TYP) LEDGER STRIP TO BEAM (FAGS-NAILED) 3-I6d EACH JOIST FOR TYPE OF SYSTEM TO BE PROVIDED (I.E. ROVIDED (I.E. OIL, GAS OR ELECTRIC IOING AIR CONDITIONING REQUIREMENTS. OO q A/ / J015T ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER -015T HOT WATER OR AIR, ETC) INGLUDIN6 AIR COI E FOR HEATING OR AIR CONDITIONING /ILL SEAL: BAND JOIST TO J015T (END-NAILED) 3-I6d PER -1015T ARCHITECT 15 NOT RESPONSIBLE FOR HEATIN BAND J015T TO SILL Or TOP PLATE (TOE-NAILED) I 2-I6d PER FOOT SYSTEMS IN ANY CAPACITY. 6. OWNER SHALL OBTAIN ANY AND ALL REQUIRI I ALL REQUIRED PERMITS PRIOR TO TYP. EXT. WALL ea D Aach,r ALLOWING CONTRACTORS TO PROCEED WITH ROGEED WITH ANY OF THE WORK. TARY SYSTEM, UTILITIES, EASEMENTS, ROOF SHEATHING 7. ALL SITE WORK INGLUDIN6 SANITARY 5Y5TEN AGE, RETAINING WALLS, ETC. SHALL 4)y 5TRUGTURAL PANELS (PLYWD) 4' EDGE ZONE: 5 8d 4" OG SETBACKS, ELEVATIONS, DRAINAGE, RETAINIP E PLAN PREPARED BY THE OWNERS 1 INTERIOR ZONE: 5 8d 6" O.G. BE IN ACCORDANCE WITH A SITE PLAN PREP, SURVEYOR. THE ARCHITECT 15 NOT RESPONE OF ANY TYPE IN ANY CAPACITY. NOT RESPONSIBLE FOR SITE OE516N5 Y. TYP. EXT. WALL * s GEILING SHEATHING 8. ALL WORK SHALL BE PERFORMED BY LICEN! lEO BY LICENSED CONTRACTORS WHOM ARE EXPERIENCED WITH THE TYPE OF WORK 'PE OF WORK BEING PERFORMED. ALL / J~, 01716' ,l• GYPSUM WALLBOARD Sd COOLERS l" EDGE/ 10" FIELD CONTRACTORS SHALL MAINTAIN LIABILITY IN V LIABILITY INSURANCE AND WORKEP5 2'x8" R.R. ® I6" D.G. TYP. 'rTf. OF NEW yoQ' COMPENSATION INSURANCE IN CONNECTION W :ONNEGTION WITH ALL WORK BEING SUB-FLOOR WALL SHEATHING PERFORMED ON THE PROJECT. 9. ALL MATERIALS, SYSTEMS, EQUIPMENT, FIXTUI IPMENT, FIXTURES, ETC. SHALL BE TYP. ROOFING 3/4" COX PLYWD. RIM JOIST STRUCTURAL PANELS (PLYWD.) 4' EDGE ZONE: 5 8d 6" EDGE/ 12" FIELD INSTALLED IN STRICT COMPLIANCE WITH THE VGE WITH THE MANUFACTURERS WRITTEN INTERIOR ZONE: 5 8d 6" EDGE/ 12" FIELD SPECIFICATIONS AND INSTALLATION INSTRUC ,TION INSTRUCTIONS INGLUDING ALL W/ TJI BLKG. PANELS YWD. 'C I" MIN AIR SPACE 2-LAYER5, 3/4" COX PL CLEARANCES FOR SERVICE, ETC. ZRANT THEIR WORK IN WRITING TO THE ABOVE INSUL. or 1 3/4" LVL RIM J.'ST. or 2x Q wa FIBERBOARD PANELS 7/I6" 6d 3" EDGE/ 6" FIELD 10. ALL CONTRACTORS SHALL WARRANT THEIR 25/32" ad 3" EDGE/ 6" FIELD OWNER FOR A MINIMUM PERIOD OF ONE YEA OF ONE YEAR. RIM JOIST (TYP) 5d COOLERS 7" EDGE/ 10" FIELD 11. THE ARCHITECT SHALL NOT HAVE CONTROL dE CONTROL OR CHARGE OF AND SHALL F.J. ISTRUCTION MEANS, METHODS, F.J. (REF. PLAN) Q w M w GYPSUM WALLBOARD NOT BE RESPONSIBLE FOR CONSTRUCTION M tOGEDURE5, OR FOR SAFETY PROGRAM5 z Q~ HARDBOARD (5AME A5 PLYWD. REQMT5. ABOVE) 8d (SAME AS PLYWD) TECHNIQUES, 5EQIUENCE5 OR PROCEDURES, O OR FOR ACTS OR OMISSIONS OF THE FURR-DN. TYP. WA TIES: \ -z I Y PARTICLEBOARD PANEL(54ME A5 PLYWD. REOMTS. ABOVE) IN CONNECTION MITH THE WORK OR FOR ACT 8d (SAME AS PLYWD) CONTRACTOR, 5LUBGONTRAGTOR5 OR ANY F R5 OR ANY PERSON PERFORMING ANY W/ 21lx4"t ONLY AT WALLS BR6. ROOF PROV. H PROV. WEB STIFFENERS 4 BLOGKING Y J N Y p OF THE WORK, ODR FOR THE FAILURE OF ANY LURE OF ANY OF THEM TO GARRY OUT ® EA. R.R (FOR UPLIFT RESISTANCE) (AT ALL TH THE INTENT OF THE CONTRACT R-30 51MP5ON L5TA13O ® I6"OC AS PER (AT ALL BRO. POINTS) d O > FLOOR SHEATHING THE WORK IN ACCORDANCE WITH THE INTENT DOCUMENTS IN ITHAT SAID RESPONSIBILITY I! ION51BILITY 15 THE SOLE RESPONSIBILITY IN5UL. W/ MIN. 6-8d NAILS, A5 PER MFR. SPECS. (TYP) zz STRUCTURAL PANELS (PLYWOOD): OF THE CONTRACCTOR. W I pr) OW -I Of z I" OR LESS 8d b" EpGE/ 12" FIELD 12. ALL EXTERIOR 5700RS, ROOFING SHINGLES, " 16 SHINGLES, TRIM, SIDING, ETC. SHALL JK{~ EA. END OF STRAP. BY OWNER. Al \ w/INSUL, Zn6 IOd EDGE/ 6" FIELD BE REVIEWED AND APPROVED BY OWNER. N6 OBUT W NOT LIMITED TO WALLS, 2nd tL,P, ° U-T o GREATER THAN I" 13. ALL INTERIOR FINISHES INGLUDIN6 BUT NOT L FLOORING, TILE, ETC. SHALL BE REVIEWED V REVIEWED WITH AND APPROVED 'TIE HEADER TO J1AGK 5TUD5 N Q W I--_ w 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER Aj THE PANEL EDGE. I BY OWNER. CATHEDRAL GL(55. W/ SIMPSON LSTAII21(TYP) UPPEI ITEMS INCLUDING BUT NOT LIMITED TO STUD UPPER TO LOWER WALL 4 Z w WALL SHEATHING 15 NAILED 3" ON-GENTER AT THE PANEL EDGE TO OBTAIN HIGHTER SHEAR CAPACITIES, 14. ALL MISCELLANEOUS INTERIOR ITEMS INCiLUG DOORS, TRIM, FIIREPLAGE CLOSET V )SET SHELVING, KITCHEN CABINETS, STUD GONNEGTION5. V) _ NAILING REQUIREMENTS FOR STRUCTURAL MAMBER5 SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, GH 5HELVING, HARD7WARE, ETC. SHALL ALL BE E REVIE SHELVI ALL BE REVIEWED WITH AND APPROVED (AT Rf (AT ROOF SUPPORTING WALL5,ONLY) j AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. BY OWNER. W Q 2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAIL Z SHALL BE PERMITTED TO BE REDUCED TO 1-I6d NAIL PER FOOT. TYP. TYP. EXT. WALL (DBL. 5TUDS a HOLDOOWN5, EACH SIDE Q 3. ADD ONE NAIL PER CONNECTION, IF WALL HT. 15 OVER 8 FT., UP TO 10 FT. MAX. HT. D ES I G N LOADS OF SHEA EAI OF 5HEARNALL 5EGMENT) 05: (DBL. ST. TYP. EXT. WALL 4. IN LIEU OF GOLLAR TIES; 14" 20 GAGE STRAPS (51MP50N OR EQUAL) AT 16" O.G., MAY BE USED OVER TYP. HOLD-DOWN: RIDGE W/ 7-bd NAIL5, EACH END. LIVE I DEAD SNOW LOAD REOUOED PER 812 TYP. SILLWALL TIES: 1314" BT sP BY SIMPSON, HD2A GONNEGTOR w/ (2) 5/8"dla. 30 10 ROOF: ;ITr~TLO~ n ONLY AT WALLS BRO. ROOF / UPLIFT) THRU-BOI F: PlTrM TO J5 a MIN_ THRU-BOLTS Or PH05 w/ 14-5053 5OREW5 (OFT) 5. EDGE ZONE THE FIRST 4 FT. OF SHEATHING ALONG ALL EDGE5 Of- AAL.b ANLv NUur' , Nc LUv1 Nv I 40 IO DECKS o rw, w< , < uyo v nnr~ nw ~n v WO YV I rwr "n r LL (5EE FIND. PLAN, DWG. 2 S DETAIL 2, DWG. 3) RIDGE5. INTERIOR ZONE ALL OTHER AREAS OF SHEATHING. GS ® I6"06, GUT TO t ° LENGTH FOR (SEE FNO 40 10 ROOMS OTHEF MS OTHER THAN 5LEEPINO RMS. PROVIDE FLASHING NAILER, MIN. e-ed NAILS/ EA. END OF STRAP. o TYR RIM JST: V GAULK ALL SEAMS, AS 5 REV' (WRAP UNDER S UP INSIDE FADE OF SILU o LVTMP. RI LVL or DOUBLE 3/4" GDX PLYWD. 9z' 30 10 SLEEPING RO( =PING ROOMS 3/4" RIM JST. W TJI ELKS. PANELS (OPT) 20 10 ATTICS WITH E GS WITH STORAGE 9 4' TPHEGK, MIN. TYP• SUES-FLOOR or 3/4" 6 (NOTCH F OTCH F/ H-D BOLT AS NEEDED) GS WITHOUT STORAGE N P. RIM J5T. /H" EXTE*IO` r5/H° EXTEN5ION BOLT TYP. FRAMING NOTES 10 10 ATTICS HITHO 2XIO GGA TEGO F.J. (REF. PLAN) WIFY) WIFY) F.J. (REF. PLAN) I6 "O.G, EA. J5T. B~~ ` WASHER, OPT. COUP] OPT. COUPLER NUT 1. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLAS FIR - LARCH SIMP5ON BP (OR EQJ 51MP50N CNW 5 -SIMPSON GNW 5/e (OR EQ) STRUCTURAL GRADE #2 OR BETTER. ~TYP. BOX/SILL 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER. GLAZING NOTE 5: NAILER ~TYP. BOX/SILL 2x8 GGA N ~TYf 2xb C D RIM JST. 2-2"W" GGA SILL, WRAPPED w/ E30LTE TO =RSEN, 400 SERIES N1 HIGH- w/ TYP. 51LL/WALL TIES. w/ 2-2"xb" COA SILL 3. ALL SHEATHING TO BE A.P.A. RATED, EXP05URE I, 1/2" MIN. THICKNESS. PROVIDE WINDOWS / GLASS DOORS BY ANDERSEN, 4( TYP. HOLD-DOWN BOLT: SOLID BLOCKING UNDER ALL SEAMS. ALL GABLE END WALL SHEATHING TO BE PERFORMANCE LOH-E IN~-ULATEO GLASS, IM 3LA55, IMPACT-RESISTANT TYR ANCHOR BOLT: s 51b"O (MIN. EMBEDMT.: T' In P.GA5" In CMU) NAILED AT 4" O.G. ALONG EDGES $ 6" O.G. IN FIELD. AND DESIGN PRESSURE RATED AS REQ'D. B' REOV. BY GODE. VERIFY ALL OPTIONS. 5/5,10 ® 36"o.c. 5010 (N N BY SIMPSON 55TB50, OR EQUAL. (SEE FIND. PLAN OPTION: USE STRUCTURAL- PANELS FOR 5TOF -OR STORM PROTEGTI ON: FINAL GRAVE TO PITCH (COORDINATE PLACWENT w/ HOLD-OONNI 2 3/4'- 13Y SIMF F/ AGF AWAY FROM HOUSE (TYP) BOLTS. VERIFY BOLT TYPE, EMBEDMENT, F/ LOCATIONS, N TYP. MD. NOTES 6 DETAIL 2/3) PLYWD. w/ ATTAGHMT. HRDWRE.: a . REBAR, ETC. BEFORE CONSTRUCTION) 4. U5E SOLID BLOCKING OR X-BRACING BETWEEN ALL J015T5 @ 8'-0" MAX. SPACING. PROV. PRE-GUT, PRE-DRIILLEO 7116" PLYHD. OR VERIFY TJI MANUF. REQUIREMENTS. 2 1/2" #g NO. 5G1REH5 @ 16"O.G. FOR 7"o.c. FOR SPANS UP TO 4 FEET, ° , ~57 2 o.c. FOR SPANS UP TO 6 FEET, TYP. FND./ FTC. NP. HOLD-DOWN GONNEGTION v Q 5. PROVIDE DOUBLE FRAMING UNDER ALL P05T5 $ PARALLEL PARTITIONS. 2 1/2" #8 H.D. 5G:REHS @ 12"o.c. FOF 2 1/2" #8 H.D. 5G:REH5 @ 4"o.c. FOR "o.c. FOR SPANS UP TO 8 FEET. TYF L151 >=L~,/1=ND, n FOF FOR SHEARWALL SEGMENTS ~(3 6. ALL FLUSH HOOD CONNECTIONS TO BE FASTENED H/ RATED GALV. METAL BUILDER TO VERIFY/GONFFORM TO ALL REQh ALL REOMT5. REVIEW OPTIONS w/ OWNER. TYR. FND./ FTC.: CONNECTORS BY TEGO (OR EQUAL). OPTION: PROVIDE I" x 4" PIGTURE-FRAME TF 4T =RAME TRIM (OPT. ALUM. GLAD) TO ~5fL',//`Ip, P.G. WALL SHOWN -DRILL HOLES FOR HARDWARE, PROVIDE 5 (SEE RIEBAR NOTE, DWG. 2 BASEMENT 7. TJI JOISTS 8 MICRO-LAM BEAMS AS MANUF. BY TRU5 JOIST MaGMILLAN/GORP. ATTACH STRUCTURAL PANELS. PRE-DRILL H( 7M WEATHER, ETC. (VERIFY DETAILS). FOR UPLIFT RESIST,ANG FOROVPTIONALGMUFND) ; g 110 4 PROJECT#: 0801 (OR EQUAL), INSTALL AS PER MANUF. SPECIFICATIONS. PLASTIC INSERTS TO PROTECT FROM HEATF AT ROOF BEARING WALLS, ONLY. CAD FILE: P:\PROJECTS 08OI\O-O.DW 1/2" EXF d. I/2" EXP. JT. 4" F .G. 5LAB 2x4 KEYWAY DRAWING#: TABLE 8301.2(1) e9 : 4.1 CLIMATIC * GEOGRAPHIC DE51GN CRITERIA: ALL METAL STRAP TIES TO BE IN5TALLED 3 TYP. REBAR: BEFORE SHEATHING w/ 8d NAILS. IF STRAPS T (2T BARS IN ° 3" COVER (lYP) ~ IELD ( . FIND. WALL LL 4T.O ® - GROUND HIND SEISMIC SUBJECT TO DAMAGE FROM HINTER IGE SHIELD FL ELD FLOOD ARE ATTACHED OVER SHEATHIMG, U5E IOd NAILS. m YMENT RED HAZARD 5NOH SPEED DESIGN FROST LINE DE51ON UNDERLAYMENT LOAD (mph) CATEGORY HEATHERIN DEPTH TERMITE DECAY TEMP. REQUIRED HA 24" N/A 45 120 B SEVERE 36" MODERAT SLIGHT T 11 FIRST 24" N TO HEAVY MODERAT 101_0" 24'_0" DATE: OI -04-08 03-06-08 155UED FOR PERMITS AND GONSTRUGTI ON - - - - - - - - - - - - - - - - 07-II-13 FINAL N REVISION EXI5T.2"xW ° r DRILL b GROUT 5/8" F.J. EXIST. 2"x8" I /EX15T > DOWEL INTO EXISTING ° FOUNDATION WALL i F` REMOVE EXISTING i l y V Q BASEMENT WINDOW d o BLOGK OPENING i TYP. EM. WALL I as 12'-~i " :ISTIN6 ` i _ PRWM FI IM AT Mir EXISTING rv~ BASEMENT - Au s~vs, /s R~~ 5/4' 1HICK, MIK I 2x10 GGA 2x10 GGA Tl~ rrr. oEClclrva, J en T ®Ib b.c. RIM J015T >s SEAL: "-1----~-1- L 1 ± ~ ~ 12~~ ;t I~ -1 3 1/2"x Ib" LVL GIRDER -1 y,a ccn w,i~ (2) 2x10 50NONB 121, II BOLTm TO RIM J5T. TIGO BEARING PLA EO ARC 50NONBE GytEa Mir " 3 1/2" DIA. STND. YW PIPE J ! } COL. (GONG. FILLED) ON -XI 1 4" WIDE x DEEP AFTER GONSTRUGTION 15 24"x 24"x 12" DEEP P.G. V 15 ry `J _XISTINO F 1 PITCH POCKET TO COMPLETE REMOVE EXISTING a REGIEVE GIRDER FTC. BASEMENT WINDOW AND ND r ~ EAGH SIDE GREATS OPENING INTO NEW O NEW z l BASEMENT AREA. 16 2"x8" FLUSH I (2) 2"x8" FLUSH I 12" VIA 36" MIN qre F NE'N 1p -HEADER J t i0 J N O I HEADER t 1 BELOW GRADE r ? t w O O TEGO EXIST. JSTS. r - - - rv I TO NEWT HEADER I I I ~ .:e • Q W~ O O ® - XISTINIG HOUSE TRAP --IY~ETO BE IREMOVED AND z 0) « Q ; c- d' `r RELOCATED TO NEW N Q - - LOGATIION REF. RISER - - - a • DIAGRAM ' DECK DETAIL Y/nZ") YLd [If O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i i - - - - - - - N.T.5. v,Z I~ O>- i ~Q~ - - - - - - - - - J N J a r x z 2"x10" NAILER i uo M o C) 32'-5" W 0 N= U~ C) O X ~ W W (V UXGAVF LNEXGAVATED F > Of (2) 2"x10" LOW U 61R. Z ~ i H Q a CANT' CANT. ju 24'-O" ~1 Z n~ SEMEN7 r-LOOR PLAN I WTIiPRU ROOF M P1 Q SGALE~ 1/4" = 1'-O" ROOF , n I _ LI I l I T-_ 4- 4"1 TYPICAL NOTES: 4.I 4"1 4°1 4"I 2°I 411I P"I I I 1 i I uV. 1 ILAV. WASH EXT. WALL: I I I 2"x4" 5TUO5 ® Ib"o.c. w/ R-13 INSUL., 1/2" GDX PLYWD. SHEATHING EXTEND TO ROOF TIES: II IV! Imo. 1 I WG I TUB I12' 4" I W, w 4° GOVER FULL TOP, 50LE 4 SILL PLATES. COVER w/ W.P. MEMBRANE AS 51MP50N L5TA21 or M5TA18 GONNECTORS ® 16"o.c. FROM RAFTER /AGR055 2nd FLR. .(1 REQ'D. 4 FIN. 510ING (AS SELECTED). TOP PL. TO STUD BELOW. USE 1-8d NAILS, EAGH END OF STRAP. 2" 3Y' - 2 4" O.O. - -I- - _ I 4" r-- tu WALL TIES: 2" LI 4° I 4" KI ROOFING: REQUIRED ONLY ON ROOF SUPPORT WALLS : TIE STUDS BETWEEN IIst LAV. VTLHEN ASPHALT 5HIN6LE5 (AS SELECTED) OVER 15 LB. FELT UNDERLAYMENT w/ FLOOR 4 2nd FLOOR w/ 51MP50N L5TA30 GONNEGTORS ® Ib"o.c. U95E MIN. GORR051ON RESISTANT FASTENERS ® MAX. 36"oc, 4 112" GDX PLYWD. b-8d NAILS, EACH END OF STRAP. 5HR. WI @' V2' DW Isk FLR. 7- SHEATHING. USE b NAILS PER SHINGLE 4 PROVIDE IGE SHIELD EXISTING UNDERLAYMENT FROM ALL ROOF EAVE5/ED6E5 TO A POINT 24" MIN. INSIDE tBANIT, F.A.I. GA 2° GO. §SA 1 1 NITARY PIPE t1 THE EXT. WALL LINE OF BLDG. BELOW. ALL FLASHING TO BE CORROSION SILL/WALL TIES: RESISTANT METAL. REQ'D. ONLY AT WALLS SUPPORTING ROOF STRUGTURE : USE 5IMP5~.°0N 4" TO EXISTING NEW H.T. < G.O. SEPfIL 5Y5TEM NEW FND. WALL BE RE G.O. (TYP) C520,20 GAGE STEEL STRAPS ® Ib"OL., GUT TO tab" LENGTH AS RREQ'D. ISn~TO PROJECT#: 0801 FOR b-8d NAILS, EA. END. WRAP FROM IN51DE FACE OF SILL, UNDER SILL 4 LL FASCIA/ SOFFIT: UP OUTSIDE FAGE OF WALL, IN LINE w/ 5TUD5. (5EE DETAIL 5, DWG. NO. 1) Bf BASEMENT I"x8" WOOD FASCIA (ALUMINUM OR VINYL GLAD, OPTIONAL) W/ ALUM. ADDITION EXISTING EXISTING CAD FILE: PAPROJEGT5 GUTTERS/ LEADERS AND VENTED VINYL SOFFIT or GONTINUOUS, SCREENED 0801W-I.DWG VENT, AS SELECTED. EMERGENGY ESCAPE WINDOW: 0 DRAWING#: HEADER: MINIMUM 5.7 SQ. FT. GLEAR OPENING PORTION OF WINDOW w/ MIN. G6LR. PLUMBING RISER DIAGRAM 2-2"x8" MIN. HEADER N.N.0), 5PAN5 OF b'-O" AND OVER, SUPPORT w/ DBL. OPNG. DIMENSIONS OF 24" IN HT. 4 20" IN WIDTH. AND MAX. SILL HiT. OF N.T.S. STUDS, r -I'-O" AND OVER, SUPPORT w/ TRIPLE STUDS. PROVIDE MTL. TIES 44" (SIMPSON L5TA21, OR EQUAL) TO JAGK 5TU05 AT EXTERIOR WALL5 SUPPORTING ROOF STRUCTURE. SMOKE DETEGTOR: Q ~ INGLUDIN6 GARBON MONOXIDE DETECTION: PROVIDE BOTH AS PpLR A==l SUB-FLOOR: GODE, TO BE HARD-WIRED AND INTERGONNEGTED. (NOTE: ALL DEVIGES, 3/4" A.P.A. RATED PLYWOOD, ALL EDGES OVER SOLID BLOCKING. GLUE 4 NAIL NOT SHOWN: VERIFY ALL LOGATIONS, ON ALL LEVELS). PLYWOOD TO FRAMING. INSTALL AS PER NAILING SGHEDULE, DWG. NO. I. DATE: 24'-0" 01-04-08 03-06-08 1 SSUED q'-2 /Ib" 10'-3 q/Ib" 4'-b 3/8," FOR PERMITS AND GONSTRUGTION ADD (3) 2x8 04-30-08 ZBA F.J. UNDER SUBMISSION BEARING WALL 07-11-13 FINAL 0) 2xb (3) 2xb REVISIONS 101-2" u 4', 4 ry I I I I I I N a I I DEN 5'-0" OPEN EXISTING L j W.F. H/ (2) d) N iv 2x10 HDR V x N N N V d) O `fl h1 ON (2) 2x8 -----__--LOW C3) 2x10 ]jF-Er SEAL: GIRDER Sp o ARr H, N KITCHEN ¢6G .a F. SE ~•Pt N 3'-0" OPEN GLOSET EXISTING CLOSET m V.I.F. 11V (2) N F 1 05 2x10 HDR LEE i 3 STL IL'il GOL COLU LUMN 017163 ,F 0 uJ 3 I/: 9TF OF NON ~QP i ~O J di) BATH ry m H N N ® p @ Q LLIO 00 ~ N Z P Q Z M ~ - ~ \ / `9 I ~ --J III III _z Y Q CN W K --_C3) 2x8--- JN Yp TW2032 (3) 2x8 3 I/: 3 1/2" STL a O } GOL COLUMN W I M OW _Id'Z MP OWN DEGK Lo W p W F- N w (n = 2 41. 7142" 31-6" U w DOOR r EXISTING 24'-0" ALLION NEW LL: > SUNROOM EXISTING ¢ ¢ AIDDITION WITH SUNROOM 4'-1" 4'-I" 5'-4" Ek(ISTING DORMER Q _Z GLST GLST TW210510 TW210310 TW210310 Q = 13'-O" 10'-4" 4" a (2) G.J. (2) G.J. STUDY/OFFICE MA5TER BED N ® 6Xo.GG. TrP a\ WALK IN E EXI5TIN6 V \0) STEPS TO GRADE BEDROOM 2 Z N o GL05ET - x= y{~~ ILL MAX R15ER l~" 1 1 1 F-LS®®RR -A+` 0 I6" O.G. TYP ~N ..Q UI (2) 2X8 V O 2x10 RIDGE ABOVE 2668 - Q J Q~ ILIO N d d) U 0 O i0 ~ x- iv iv HA5HER (W EXI5TING EXI5TING Q 3DROOM 3 Z DRYER BEDROOM 3 (2) r,.-]. 00 LAUNDRY 00 n PROJECT#: 0801 TK210310 TH210310 2'-4° -('-"115/I6TW2032 GLST 4" 4" CAD FILE: P-p\PROJEOT5 ALIGN NEW OVONN 2.Dwr V-3 9/I6" 11-10 -I51, AIDDITION KITH EkC15TIN6 DORMER (E CE 11-2 COW DRAWING#: nS GON1~ ~%.CCR FLANN scale: 1/4" , P-o" A==2 DATE: Z_ i OI -04-08 F d) 03-06-08 ISSUED TYP. ROOFING FOR PERMITS AND CONSTRUCTION ~ . fib" p~. 2 xB. ~ ~B• o VIF ASPHALT ROOF SHINGLE5 MATGH / 04-30-08 ZBA VIF EXISTING - SUBMISUBMISSIO ON T.O. PLATE T.O. PLATE a 2nd FLR. 2xb GOLLAR TIES EL: +Ib'-II 3/4" +I8'-II 3/4" 8" FASCIA BOARD 07-11-13 FINAL R-30 INSUL. (TYP) ® Ib"oc. REVISION R-30 INSUL. O VINYL 5IDIN6 TO A TER D MATCH EXISTING r~~~~f -77 - - CORNER MOULDING TN2032 TW2052I TO MATCH EXISTING TW210310 TW210310 2"x10" G 16" O.G. TYp, TYF. SUB-FLOOR 2nd~FLR. E EL: +9'-113/4" 2nd FLR. ELEVATION L: +9'-II 3/4" 1-I' T.O. PLATE T.O. PLATE 0 I5t FLR. p TYP. EXT. WALL W/ 5/8" 2x4 ® 16" O.G. YW EL: +9'-I :L. +9'-I 3/4" GYP. BD. ON INTERIOR W.R. GYP BD. L - SEAL: EE: El ? - MUD RM. BATH ~ . TN2052 - \ 4 E iPl, F TYP. SUB-FLOOR 1ST FLR. IFLR. I 1ST FLR. ELEVATION - ELF+2'-I 01710'' 2"x10" ®16" O.G. TYP. 7T6OF N0 X00 ~R-30 INSUL. (TYP) 6RA12EE EY L.0'-O" GRADE TYP. FOUNDATION 3 I/2" x I6" LVL i- WOOD WALL I< FOOTING GIRDER SECTION A SHEET A-1 „ STAIRS TO GRADE AND Q W° zm zr BA5EMENT O CODE Qw~ PIPE GOLUMN FILLED ® I z~ a -z I WW WITH GONG. ' TIP. GONG. FLOOR N TA. (ANC. FOOT T.O. FOOTING J ^ Z } YEL 8 O" °-'F~12"x24" GONG, FOOTING wln 0:: Z Q-~ u p n~U I L1~ I NC E LEVA71 ON zU Nw LJ ~ ly- scale: I/a" = I'-o" c = W nBUIL171NC GTION ,U > se U I/4" i Q f z i0 ASPHALT ROOF ALT ROOF Q \ SHINGLES MATCH _ES MATCH VIF EXI5TING N6 T.O. PLATE ® 2nd FLR. 8" FASCIA BOARD iCIA BOARD +18'-II 9/4" EL, ti ALIGN NEW . ` III II II II III ADDITION WITH n n- I MF~ FFM M T `I JL EXIST. DORMER SIDIN6 TO 11 1 El Ll VINYL SIDIN6 TO MATCH EXISTING i EXISTING 11J u u D T1,4210310 TH210310 TH210310 Q I GORNER MOULDING .R MOULDING TO MATCH EX15TINC \TGH EXISTING 2nd FLR. ELEVATION i? U +q'-II 3/4" EL. 0 EXISTING RESIDENCE T.O. PLATE ® Ist FLR. N +9'-I 3/4" EL: J~ 36" WIDE EXT. DOOR ALIGN NEW AS SELECTED BY ADDITION WITH E OWNER WOOD STAIRS STAIRS EXIST. DORMER AND HANDRAILS IANDRAIL5 TO CODE ODE Q d0 El El TH210510 TH210310 TH210310 I5T FLR. ELEVATION +2'-I I/4" EL: 0" EL r? Z O'--O" EL: I "r WOOD STAIRS AND HANDRAILS I I I RAMP u TO CODE I I I I I ~ q PROJECT#: 0801 N d) I I II I r I I I I I I I II I ® GAD FILE:FAPROJEGT5 I I I I I rv OaOI\A-3.DWG - - T.O. FOOTIN6~ DRAWING#: - - - - - - - - - - - - - - - - 5U I L1 I NC L ~,4TI ONI L1 I NC L ~,4T1 ON 5U I L1~ I NC ELEV?~T I ON 2 SCALEI A==3 r DATE: II = I 1_011 TABLE 3. 1 NAILING SCHEDULE OI -04-08 AS TAKEN FROM THE WFGM,'45 HIGH WIND EDITION GENERAL NC AL NOTES 5TAN DARD DETAI L5 I II = I OCCUPANCY 0 03-06-08 ISSUED " JOINT DESCRIPTION NOTE NIHBW OF NAILS NAIL SPACING _ I. ALL WORK SHALL COMPLY WITH THE F _Y WITH THE RE51DENTIAL CODE OF SEE AL50, TYPICAL NOTES, DWG5. 2 * 5. RAGTOR SHALL COORDINATE ANY AND ALL USE IS UNLAWF FOR PERMITS AND NEW YORK STATE. CONTRACTOR SHA ROOF FRAMING INSPECTIONS AS REQUIRED TO OBTAIF D TO OBTAIN CERTIFICATE OF OCCUPANCY WITHOUT CER7I -R. ~L' IZAI~TER TO TOP PLATE (TOE-NAILED) 3 3-8d PER RAFTER ON BEHALF of THE OWNER. -Y WITH THE NEW YORK STATE ENERGY ~N: R I G,ONSTRUGTION xDOEOF OCCUPANCY EILI JOIN TO TOP PLATE, (TOE-NAILED) 3 3-5d PER JOIST 2. ALL WORK SHALL COMPLY WITH THE F CONSERVATION CODE. SEE NOTE 5. ;EE NOTE 5 OPTION: 4LL COMPLY WITH THE NATIONAL ELECTRIC 12 OO RIDGE TENSION 5TRAP° .ION 5TRAP5 4-6d NAILS, 6EILIN6 JOIST TO PARALLEL RAFTER (FACE-NAILED 3-16d EACH LAP 3. ALL ELECTRIC WORK SHALL COMPLY ALL OBTAIN FIRE UNDERWRITER5 CERTIFICATE OR (EA. END) au,l CEILING JOIST LAP5 OVER PARTITIONS (FACE-NAILE ) 5-1(9d EACH LAP FORE. ELECTRICIAN SHALL OBTAIN F FOR ALL ELECTRIC WORK AND SHALL K AND SHALL SUBMIT TO OWNER. PROVIDE ALL B TIE OR COLLAR TIE TO RAFTER (FACE NAILED) 4 "1-I0d EACH END OUTLETS AND JUNCTION 13DXE-5 REQUIF 3OXE5 REQUIRED FOR ALL APPLIANCES, PUMPS, TYP. ROOF TIES: ¢ Ty p. TIE 4CTOR SHALL REVIEW SERVICE REQUIREMENTS, SIMPSON L5TA2 7+ P. 4-IOd NAILS, ~t . BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END EQUIPMENT, ETC. CONTRACTOR SHALL °IXTURES, PHONE JAGKS, T.V. GABLE JACKS, ETC. OR M5TAI8 AT SUB-FLOOR (EA. EDI&RWRITERSC FI 111t I Y RIM 6omw f'O RAFTER (END-NAILED) 2-Ibd EACH RAFTER ALL LI6HrIN6, OUTLETS, FIXTURES, PHc WITH OWNER AS REQUIRED FOR THE Fl D FOR THE FULL INSTALLATION AND EACH RAFTER (Ib"ob) WALL FRAMING SATISFACTION OF OWNERS REGNIREME ZS REQUIREMENTS AND CODE COMPLIANCE REQUIR4 AND SHALL PROVIDE SAME. ARGHITE ME. ARCHITECT 15 NOT RESPONSIBLE FOR N/ 1-8d NAIL5, EA END >R THI5 PROJECT IN ANY GAPAGITY _ TQP PLATT To TOP PLATE (FACE-NAILED) I 2-I6d PER FOOT ELECTRICAL DESIGNS FOR THI5 PROJI 4LL COMPLY WITH THE NATIONAL PLUMBING GUT FOR PLYWD. TdP'PLATE5 AT INTERSECTIONS (FACE NAILED) 4-I6d JOINTS - EACH 51DE 4. ALL PLUMBING WORK SHALL COMPLY 'TUD TO 5TUI2 (FACE NAILED) 2-16d 24" O.G. CODE AND ALL LOCAL CODES. GONT :ODES. PLY HI CONTRACTOR SHALL RBVI WITH TYP. G.J. CERTIFICATIO F RETAIN STORM WATER RUOFF HEADER TO HEADER (FACE NAILED) Ibd 16" O.G. ALONG EDGES THE OWNER THE REQUIREMENTS FOR P INGLUDIN6 BUT NOT LIMITED TO FIXTUF MENNS FOR PLUMBING IN5TALLATION5 SHEATH THING TO EXTEND ED TO FIXTURES, TRIM, ACCESSORIES, TO TOP OF PLATE (SIZES VARY) 2xb RR 0 I6"OG (LING &CONNE IONS PURSUANT R CHAPTER 6 FOR WATER SERVICE AND DOMESTIC HOT (TYP) REQUIRED. OF THE TOWN CQDE TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6d PER 2x4 STUD ETC. AND REQUIREMENTS FOR WATER 3-I6d PER 2x6 STUD WATER. ARCHITECT 15 NOT RE5PON511 OT RESPONSIBLE FOR ANY PLUMBING TYP. J5T. BLOCKING: ITY. CONTRACTOR SHALL PROVIDE SANITARY 2'x BILKS. 6 48"oc (FIRST 2 BAYS) TYR R WITH THE OWNERS APPROVED 51TE PLAN WHERE J5T5. ARE PARALLEL TO WALL. TYP. RIDGE/RR TIES: WT. PLATE TO'FLR. JST., BAND,IST., END-15T. or 13LK6. (FAGE-NAILED) 1, 2 2-I6d PER FOOT SYSTEM SYSTEMS I IN ANY CAPACITY. CONTRA IN ACCORDANCE WITH THE OP COORDINATE ALL IN5PEG' i PROVIDE ALL INSPECTIONS REQUIRED FOR APPROVAL PROVIDE 2x4 GOLLAR TIE5 ® 16"oG APPROVED A OTED FLOOR FRAMING OFF~SAME. SHALLAND SURVEYS INDIGATINe BETH. ALL N UPPER i INDIGATIN6 FINAL TANK LOCATIONS SHALL RR P. BLKG. WITHOUT GJ IN UPPER THIRD OF ATTIG 5PAGE, DD,QTE: l2 L(o~ B.P. 5I DO LI LP FRRANMI UN ITLSuR BE BY OWNERS SURVEYOR. GONTRAG 7R CONTRACTOR SHALL PROVIDE SURVEYOR R OR USE S' OR U5E 51MPSON L5TAI& 5TL. STRAPS ® 16oc 105:r TO SILL, TOP PLATE or GIRDER (TOE-NAILED) 4-8d PI_R JOIST WITH INFORMATION AS REQUIRED. EQUIRED. L COMPLY WITH ARTICLE IO OF THE N.Y.5. 12" TO TIE RP TO TIE RAFTERS TOGETHER OVER RIDGE FEE: 73~ "LC) BY FOU TIONLO[3ATI NOTIFY BUILDING DER R MENT AT -„?iAS 'yPpRpyEg, IN - TRI[~GINTO J415T (TOE-NAILED) 2-8d EACH END 5. ALL H.V.A.C. WORK SHALL COMPLY WI BLi~I ` TO JOIST' (TOE,-NAILED) 2-8d EACH END UNIFORM FIRE PREVENTION AND BUILD 7N AND BUILDING CODE AND ENERGY CODE. 785.1802 8 AM TO 4 P FOR THE BLO(5h~ TO SILL or TOP PLATE (TOE-NAILED) 3-I6d EACH BLOCK CONTRACTOR SHALL REVIEW ALL ME( JIEW ALL MECHANICAL SYSTEMS WITH OWNER (TYP) FOLLOWING INSPECTIC LED?9ER,;f?TR7P TO BEAM (FACE-NAILED) 3-I6d EACH J015T FOR TYPE OF SYSTEM TO BE PROVIDI 2 BE PROVIDED (I.E. OIL, GAS OR ELECTRIC /i J INGLUDIN6 AIR CONDITIONING REQUIREMENTS. O1 UNDATION - TWO "'MAL: " .JJQO1,ST;- OW I P TO BEAM (TOE-NAILED) 3-8d PER J015T HOT WATER OR AIR, ETGJ INCLUDING ~ ON5IBLE FOR HEATING, OR AIR GONDITIONING / VV /ILL R POURED CONCR E ggND JQ.1,6T TO JOIST (END-NAILED) 3-Ibd PER J015T ARCHITECT 15 NOT RESPONSIBLE FOR 1TY. TYP. EXT. WALL OUGH - FRAMING & P UMBIN,_, F AN( I6T TO SILL or TOP PLATE (TOE-NAILED) I 2-I6d PER FOOT SYSTEMS IN ANY CAPACITY. 6. OWNER SHALL OBTAIN ANY AND ALL I NY AND ALL REQUIRED PERMITS PRIOR TO COMPLY WI i H ALL CODES OIF WALL--TCOGNSTRUCTI MUST' <E Hir ALLOWING CONTRACTORS TO PROGEE 5 TO PROCEED WITH ANY OF THE WORK. 16 SANITARY SYSTEM, UTILITIES, EASEMENTS, NEW YORK STATE & TOWN COD µFD ARC ROOF SHEATHING T. ALL 517E WORK INGLUDIN6 SANITARY DRAINAGE, RETAINING WALLS, ETC. SHALL AS RE COMPLETE FOR SE F°,. D AND CONDITION ONSTRUCTION SH MEET STRUCTURAL PANELS (PLYWD) 4' EDGE ZONE: 5 8d 4" O.G. SETBACKS, ELEVATIONS, DRAINAGE, R '1 A SITE PLAN PREPARED BY THE OWNERS ~'j(\''~ IREMENTS OFTHE DESOF EW i s INTERIOR ZONE: 5 8d b'- O.G. BE IN ACCORDANCE WITH A SITE PLAT SURVEYOR. THE ARCHITECT 15 NOT RI EGT 15 NOT RESPONSIBLE FOR SITE DE516N5 kPACITY. TYP p8CuTTHOLOiDAVi~ ,PA YORK STATE, NOT RES SIBLE CAR OF ANY TYPE IN ANY CAPACITY. GEILING SHEATHING 6. ALL WORK SHALL BE PERFORMED BY RFORMED BY LICENSED CONTRACTORS WHOM -SUUfHULLWTLINLN ciJ,NiJING yU SIGN OR CONSTRUC I N ERR S. ARE EXPERIENCED WITH THE TYPE OF THE TYPE OF WORK BEING PERFORMED. ALL SOU14CLDTuWHTRUSiEES -gyp s N 017 GYPSUM WALLBOARD 5d COOLERS T" EDGE/ 10' FIELD CONTRAGTOR5 SHALL MAINTAIN LIAB AINTAIN LIABILITY INSURANCE AND WORKERS 2"x8" R.R. ® 16" 0.6 _ ~ fd Y.S, DEC rF COMPENSATION INSURANCE IN GONNEC GE IN CONNECTION WITH ALL WORK BEING JJECT. \ SUB-FLOOR t" WALL 5HEATHINO PERFORMED ON THE PROJECT. ii 9. ALL MATERIALS, SYSTEMS, EQUIPMENT 15, EQUIPMENT, FIXTURES, ETC,. SHALL BE TYP ROOFING 5/4" GDX PLYWD. RIM JOIST G,.a STRUCTURAL PANELS (PLYWD) WEDGE ZONE: 5 Bd 6" EDGE/ 12" FIELD INSTALLED IN STRICT COMPLIANCE WI )MPLIANGE WITH THE MANUFACTURERS WRITTEN INTERIOR ZONE: 5 Bd 6" EDGE/ 12" FIELD SPECIFICATIONS AND INSTALLATION II ~TALLATION INSTRUCTIONS INCLUDING ALL w/ TJI BLKG. PANELS or CLEARANCES FOR SERVICE, ETC. 'ICE, ETC. I" MIN AIR 5PAGE 2-LAYER5, 314" GDX PLYWD. 3/4" LVL .LL WARRANT THEIR WORK IN WRITING TO THE \ ABOVE INSUL. or 1 -10015T (T(P) RIM JST. or 2x ALL CONSTR IONS 5 Z a FIBERBOARD PANELS : 1716" bd 3" EDGE/ 6" FIELD 10. ALL CONTRACTORS SHALL WARRANT ; 25/32" ad 3" EDGE/ 6" FIELD OWNER FOR A MINIMUM PERIOD OF 01 7ERIOD OF ONE \ RIM J _ YEAR- OT HAVE CONTROL OR CHARGE OF AND SHALL F.J. (REF. PLAN) MEET THE REQUI 11 MLMSS F E U-1 - CODES OF NE) I OIXSQT9 Q Y GYPSUM WALLBOARD 5d COOLERS T" EDGE/ 10" FIELD 11. THE ARCHITECT SHALL NOT HAVE G01 NOT BE RESPONSIBLE FOR GON5TRUC 7R CONSTRUCTION MEANS, METHODS, Om OR PROCEDURES, OR FOR SAFETY PROGRAMS J^ w0 HARDBOARD (SAME AS PLYWD..REQMT5. ABOVE) 8d (SAME AS PLYWDJ TECHNIQUES, SEQUENCES OR PROGEDL OR R WORK OR FOR ACTS OR OM155IONS OF THE FURR-DN. TIE. HALL TIES: I, PARTICLEBOARD PANELt% E AS PLYWD. RBQMT5. ABOVFJ 8d (5AME AS PLYWDJ IN CONNECTION WITH THE WORKS R CONTRACTOR, SUBCONTRACTORS OR ZACiTOR5 OR ANY PERSON PERFORMING ANY W/ 2"x4"t ONLY AT WALL5 BR6. ROOF PROV. HEB STIFFENERS 4 BLOGKING Y ~4MBERCERTIF@A~TJO OF THE WORK, OR FOR THE FAILURE 'HE FAILURE OF ANY OF THEM TO CARRY OUT ® EA. P.R (FOR UPLIFT RE515TANGF~ . (AT ALL BRG POINTS) N I.QN-LEAD CONTENT 'IT"O E FLOOR SHEATHING THE WORK IN ACCORDANCE WITH THE DOCUMENTS IN THAT SAID RESPONSIE NGE WITH THE INTENT OF THE CONTRACT R-50 SIMPSON LETA30 @ Ib"OG D RESPONSIBILITY 15 THE SOLE RESPONSIBILITY IN5UL. H/ MIN. 6-5d NAILS, AS PER MFR. SPEG5. (TYP) 3. URTIFICA TE OF, MA Y STRUCTURAL PANELS (PLYWOOD): OF THE CONTRACTOR. J FW-SOLDER USED IN *aE I" C)T2' L.E55 8d b" EDGE/ 12" FIELD 12. ALL EXTERIOR DOORS, ROOFIN6 SHIN 200FIN6 5HINOLES, TRIM, SIDING, ETC. SHALL EA. END OF STRAP. ~ iuUPPLYSYSTEM N*C BE TI 13. ALL INTERIOR R RIO AND A FINISHES INGLUD S WOOD BY OD IN6 BU' ZON-D BY OWNER. JR k' WII NSUL, INCLUDING BUT NOT LIMITED TO WALLS, ;7 LL Z (-EXCEED 2110 OF i% gA . CzREA.TER THAN I" Od 6" EDGE/ 6" FIELD FLOORING, TILE, ETC. SHALL BE REVII !ALL BE REVIEWED WITH AND APPROVED TIE HEADER TO JACK STUDS I Ndlk.'<t "r NTS ARE BASED ON WALL SHEATHING NAILED b" ON-GENTER AT THE PANEL EDGE. I BY OWNER. @ CATHEDRAL GLGS. w/ 51MP50N LsrA2I (TYP) ~ UPPER TO LOWER WALL 4 W Q' wILALL 1' NAILS?., " ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHTEk SHEAR CAPACITIES, 4. ALL MISCELLANEOUS INTERIOR ITEMS ERIOR ITEMS INCLUDING BUT NOT LIMITED TO E5, GL05ET SHELVIN6, KITCHEN CABINETS, 5TUE) GONNEGTIONS. U1 T5 #;6kQ,STRUGTURAL MAMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, GH DOORS, TRIM, FIREPLAGE5, GLO5ET 5 _ SHELVING, HARDWARE, ETC. SHALL BE TC. SHALL BE REVIEWED WITH AND APPROVED (AT ROOF 5UPPORTIN6 WALL5,ONLO LL A5 'SHEAR pLATE5, SHALL BE USED TO MAINTAIN THE LOAD PATH. BY OWNER. Z ° 2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBER5, THE TABULATED NUMBER OF NAIL F- SHALL BE PERMITTED TO HE REDUGED TO I-I6d NAIL PER FOOT. TYP. EXT. WALL 3. ADD ONE NAIL PER CONNECTION, IF WALL HT. 15 OVER 8 FT., UP TO 10 FT. MAX. HT. L~ (DBL. 5TIA5 ® HOLDOOWNS, EACH 51PE OF SHFARKALL 5E6MENT) DE51GN LOAD` _OAD5: 4'. IN LIEU OF COLLAR TIES; 14" 20 GAGE 5TRAP5 (SIMPSON OR EQUAL) AT I6" O.G., MAY BE USED OVER TYP. EXT. WALL TYP. HOLD-DOWN: R196e W/ 7-8d NAILS, EACH END. LIVE DEAD TYP. SILL/WALL TIES: 13/4" BY 51MP50N, HD2A GONNEGTcOnRc ~w/ (2) 5/6"dlo. ROOF: P o % ~ I 5.12 ONLY AT WALLS BRO. ROOF (F/' UPLIFT) THRU-BOLT5 or M405 w/ 14-51/N 5GREH5 (OPT) AND EMENDED 5/6- BOLT FROM FND. WALL 5- E©L9E ZONE THE FIRST 4 FT. OF SHEATHING ALONG ALL EDGES OF WALL5 AND ROOFS, INCLUDING 50 10 ROOF: P ^ 51MP50N 6520,20 cIage 5TL. 5TRAP5 i I163E-5 IN R ZONEALL OTHER AREAS OF SHEATHING. I 4V IV L 40 10 ROOMS [ ROOMS OTHER THAN SLEEPING RM5. PROVIDE FLA511ING AT NAILER, - MIN. b-5d NAIL5/ EA. END OF 5TRAP. o 0 GAULK ALL 5EAM5, A5 REG (HRAP IINDER I UP IN510E FADE OF 51W TYP. RIM JST.: LVL ° or DOUBLE 3/4" COX PLrlV. or 3 50 10 SLEEPING SLEEPING ROOMS (nP) _ or 3/4" RIM _15T. w/ T-11 BLK6K& . P PANEL5 NELS (OPT) V j'V 20 IO ATTICS V ATTIGS WITH STORAGE s5/4" THICK, MIN (NOTCH F/ H-D BOLT A5 NEEDED) ATTIGS WITHOUT STORAGE TYP RIM J5T. 51b' 51a'EXTB4510H BOLT G Wf. . FRAMING NOTES : 10 10 ATTICS V 2xlO GGA TECO F.J. (REF. PLAN) NL9 NEWFY) F.J. (REF. PLAN)„ ® go, EA. JST. 5" 50. WA5IIER, OPT. COUPLER NUT l /v 1. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLAS FIR - LARGH SIMP50N BP (OR EO) OF OF 51MP50H GM 518 (OR EQ) ,11' ~ C STRUCTURAL GRADE #2 OR BETTER. F ~TYP. BOX/SILL TYP. BOX/SILL ~1 (J 2. ALL EXTERIOR FRAMING TO BE 5TRUGTURAL GRADE GGA TREATED LUMBER. GLAZING N OTE5 : w/ 2-2"xb" GGA SILL v BOLTED GGA TO RIM NAILER JST. 2-2"xb" GGA SILL, HR/APPEO w/ TYP. SILL/WALL TIE'S 3. ALL 5HEATHING TO BE A.P.A. RATED, EXPOSURE I, 1/2" MIN. THICKNESS. PROVIDE WINDOWS / GLASS DOORS BY ANDERSE ANDERSEN, 400 SERIES w/ HIGH- 50LIP BLOGKING UNDER ALL SEAMS. ALL GABLE END WALL SHEATHING 10 BE PERFORMANCE LOW-E INSULATED GLAD ED GLASS, IMPAGT-RE515TANT TYP. ANCHOR BOLT: P. HOLD-DOWN BOLT: 5/H'm (MIN. EMBEOMT.: T In PLAY In 6PN) > AS REQ'D. BY CODE. VERIFY ALL OPTIONS. 5/8"m ®36"o.c. BY 51MP50N 55T0 5/8', OR EQUAL. (5EE FND. PLAN NAILED AT 4'.' O.G. ALONG EDGES d 6" O.G. IN FIELD. AND DESIGN PRESSURE RATED AS REQ " F/ LOGATION5, TYP. FND. NOTES l DETAIL 23)~ OPTION: USE STRUCTURAL PANELS FOR EL5 FOR STORM PROTECTION: FINAL GRADE To PITON (GOORDINATE PLACEMENT W/ N(OLD-OOM 25/4 AWAY FROM HOUSE (TTP) BOLTS. VERIFY BOLT TYPE, EMIBEDMENT, 4. USE SOLID SLOGKING OR X-BRAGING BETWEEN ALL JOISTS ® 0'-0" MAX. 5PAGING. PROV. PRE-GUT, PRE,-DRILLED 7/I6" PLl -7/16" PLYWD. w/ ATTAGHMT. HRDWRE.: a REBAR, ETC. BEFORe coNSTRLeGnoW C;Z VERIFY TJI MANUF. REQUIREMENTS. 2 I12" #8 NO. SGREHS @ I6"o.c. I6"o.c. FOR SPANS UP TO 4 FEET, i @ I2"o.c. FOR SPANS UP TO 6 FEET, TYP. FND./ FTG. Q 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS $ PARALLEL PARTITIONS. 2 I12" #8 W.D. SGREHS @ 12"o.c L TYP. HOLD-DOWN GONNEGTION Z 2 112" #8 W.D. 5GREH5 @ 9"o.6. i @ q"o.c. FOR SPANS UP TO 8 FEET. FOR 5HEARWALL 5EGMENT5 6. ALL FLUSH HOOD CONNECTIONS TO BE FASTENED W/ RATED GALV. METAL BUILDER TO VERIFY/GONFORM TO ALL TO ALL REQMTS. REVIEW OPTIONS w/ OWNER. TYP FND./ FTC: ° CONNECTORS BY TEGO (OR EQUAL). OPTION: PROVIDE I" x 4" PIGTURE-FRAt JRE-FRAME TRIM (OPT. ALUM. GLAD) TO I5f LL~,~LNI~, P.G. WALL SHOWN BASEMENT 7. TJI JOISTS 4 MIGRO-LAM BEAMS AS MANUF. BY TRUS JOIST MacMILLAN/GORP. ATTAGH STRUCTURAL PANELS. PRE-DRI PRE-DRILL HOLES FOR HARDWARE, PROVIDE 5 (5EE REBAR NOTE, DWG. 2 PROJECT#: 0801 4 4 CAD FILE: PAPROJECTs " (OR EQUAL), INSTALL AS PER MANUF. SPEGIFIGATIONS. PLASTIC INSERTS TO PROTECT FROM I^ FROM WEATHER, ETG. (VERIFY DETAILS). FOR UPLIFT RESISTING FOR OPTIONAL GMU FND.) , 4 AT ROOF BEARING WALLS, ONLY. a oaol~o-o.D / 1/2" EXP. JT. 4° P.G. SLAB 2x4 KEYWAY- DRAWING#: TABLE R301.2(I) NOT-e: CLIMATIC * GEOGRAPHIC DESIGN CRITERIA: ALL METAL STRAP TIES TO BE INSTALLED 3„ a ,E SHIELD BEFORE 5HEATHIN6 w/ 8d NAILS. IF STRAPS 3"COVER (TYP)- ° E a (2T BARS IN GROUND HIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD rcm 4 T.O. FND. WALL LL SNOH SPEED DESIGN FROST LINE DESIGN UNDERLAYMEN- )ERLAYMENT FLOOD ARE ATTAGHED OVER 5HEATHIM6, USE IOd NAILS. m LOAD (mph) CATEGORY HEATHERIN DEPTH TERMITE DECAY TIEMP. REQUIRED '.SQUIRED HAZARD =IR5T 24" WA 45 120 B SEVERE 36" MODERA SLIGHT T 11 FIRST 24" TO HEAVY MODERATE .J -0" 24'-0" DATE: 01 -04-08 I I'-O" 03-06-08 155UED FOR PERMITS AND (2) 2"x12" GIRDER GONSTRUGTION - - 7EG0 GIRDER INTO Zxb" JOISTS 6 f - - NEW POUND~.,WA~~L.L I 16 O.G. W/ TEGO - - TYPICAL W H SIPE5 CONNECTION TYP. m ® Ib" O.G. a _ - I r - - - - - - DRILL S GROUT 5/H" I EXIST. 2"xe" i EXisT.?^xe^7 ! ~E 15 F.J. DOWEL INTO EXISTING I I FOUNDATION WALL FJ I I REMOVE EXISTING O O BASEMENT WINDOW 6 s I I I I X BLOCK OPENING ry® I ~ EXISTING X15TING i _ N BASEMENT I , I v e 4 I I I I I O I i T-2" 13'_10" 2'-4" -LL i i I SEAL: 3 1/2"x lb" LVL GIRDER I I II SAC ATP p~G ~F ENO P~ . I 3 I/2" DIA STND. W/ PIPE q$ N I COL. (GONG. FILLED) ON WIDE x 4" DEEP AFTER CONSTRUCTION 15 )N 15 ry' • PITCH POCKET TO 2T" 24"x 12" DEEP P.G. COMPLETE REMOVE EXISTING EXISTING AND i RELIEVE GIRDER BASEMENT NINDON AND EACH SIDE CREATE OPENING INTO NEW TO NEW I z BASEMENT AREA. i NI I I ST 0171 2"xH" FLUSH 9T OF ER FLUSH " HEADER + HEADER HE t ! II ? ? . r ' O TEGO (EXIST. JST5. r N,p TO NEW HEADER II N W - ® - ~EX15TINO HOUSE TRAP QW~ ZP .z m LLI I -d0' I T~TO BE REMOVED AND I I - RELOCATED TO NEW =R I I Q Z ^ Q N Q • _ T _ _ _ - LOCATION REF. R15ER J/~^ wp - Y IL Y W3 ~v oz W w u7 ° J~ Nw Lki WQ N UNEXGA~ UNEXGAVATED LL: ~ tM~NT r-LOOR PLAN z F- Q I `I v lu IC RU &F (TYP) Q ~IUI~ ~1~ 1 I ROOF I r--------~ I I I 4"1 TYPICAL MOTES: 4"1 4.1 4"1 4" 2"1 4" 2"1 I 1 LAV. LAV EXT. WALL: I I I I LAV. LAV 1 ' 1-1! 4 uz 2"X44' 5TUD5 0 1640L. K/ P-13 IWAL.,1/2" C,DX PLYVm. SHEATHING EXTEND 70 ROOF TIES: ur I we SHIR. yr a" I ,V SHR Y 2nd FLR. cOVER FULL TCIP, SOLE t 51LL PLATE-5. COVER w/ W.P. MEMBRANE A5 5-IM` N L5TA21 or M51NI8 GONNEGTOR5 ® Ib"o L. FROM RAFTER ACROSS REQ'D. ! FIN. SIDING (A5 5ELEGTED). TOP PL. TO 5TUO 13ELOV U5E T-8d NAIL5, EACH END OF 5TRAP. 4• 2 4 O.O. _ -I- . - 2"PJII r-- WALL TIES: 4" 12" 4' 4" k lu 1 LAV LAV. 5HR. WG I VT I ICY n ROOFING: REQUIRED ONLY ON ROONJPPORT WALL5 : TIE 5TUP5 BETWEEN Ist A5PHALT 5HIN6LE5 (A5 5ELEGTED) OVER 15 LB. FELT UNDERLAYMENT W/ FLOOR S 2nd FLOOR w/ 5iP5ON L5TA30 CONNEGTOR5 ® Ib"o.c. U5E MIN. Q CORR051011 RE515TANT FA5TENER6 0 MAX. 36"OG, 6 112" COX PLYl v b-8d NAIL5, EACH END OP?TRAP. 15t FLR. z SHEATHING. U5E b NAILS PER 5HIN6LE 6 PROVIDE ICE SHIELD 2-- 9 LA. ryFx EKI5TIN5 ~i SANITARY PIPE UNpERLAYMENT FROM ALL ROOF EAVE5/EO6E5 TO A POINT 24" MIN. INSIDE FA.I 2' THE EXT. WALL LINE OF BLDG. BELOW. ALL FLA514ING TO BE GORR0510N SILL/WALL TIES: RE515TANT METAL. REQ'D. ONLY AT WALL5 5UPMRTIN6 ROOF 5TRL'GTURE : U5E 51MP50N ~G,. (TYP) ~EKISn N.T. TO PROJECT#: 0801 G520, 20 GAGE STEEL 5T" ® Ib"o.c., GUT TO 36" LENGTH A5 REOV. TO EX15TIN6 NEW H.T. t G.O. BE I~VE~ FOR b-8d NAIL5, EA. END. WAP FROM INSIDE FACE OF 51LL, UNDER SILL S 5EPTIG 5Y5TEM NEW FND WALL LL FA5r IA/ SOFFIT:_ UP OUTSIDE FACE OF WALL, IIJNE w/ 5TUD5. (5EE DETAIL 5, DWG. NO. 1) BASEMENT I "x8" WOOD FASCIA ( ALUMINUM OR VINYL GLAD, OPTIONAL) W/ ALUM. ADDITION EXI5TINi EXISTING CAD FILE: P:\PROJEGTS GUTTER5/ LEADERS AND VENTED VINYL SOFFIT or CONTINUOUS, 5GREENED O&ONA-LONG li VENT, AS SELECTED. EMEROENGY ESCAPE IINDOW: QE DRAWING#: HEADER: MINIMUM 5.1 5Q. FT. CLEAR OPNO PORTION OF WINDOW w/ MIN. G:LR. PLUMBING RISER DIAGRAM 2-2.0' MIN. HEADER AND), 5PAN5 OF b'-O" AND OVER, 5UPPORT w/ DBL. OPNG. DIMENSIONS OF 24" IN HI 20" IN WIDTH. AND MAX. SILL HT. OF 5TUD5, 9'-6" AND OVER 5UPPORT w/ TRIPLE 5TUD5. PROVIDE MTL. TIES 44". N.T.S. (5IMP50N LSTA21, OR EQUAL) TO JACK 5TU95 AT EXTERIOR WALL5 9UPPDR7ING ROOF 5TRUCTURE. SMOKE DETEGTOR: Q INCLUDING CARBON MONOXIDE OtCTION: PROVIDE BOTH A5 PER A~l SUB-FLOOR CODE, TO 13E HARD-WIRED AND IWONNECTED. (NOTE: ALL DEVICES, 3/4" A.PAs RATED PLYWOOD, ALL EDGES OVER 50LID BLOGKIN6 6LUE 4 NAIL NOT 5HOWN: VERIFY ALL LOGATIG, ON ALL LEVEL5). PLYWOOD TO FRAMING. INSTALL rA5 PER NAILING SCHEDULE, DWG. NO. I. ro 24'-O" DATE: O I -04-08 5'-4- 121_41. 03-06-08 ISSUED FOR PERMITS AND GONSTRUGTION e: x b" DECKING 4"x4" P05T I to m REF m REMOVE. EXISTING I I WINDOW AND I I 4 0^ 4' Ib'-4" 4' PROVIDE: I I ~l DOORWAY MUD RM. r o I I EX15TING L2"xl0" F.J. Q Q REMOVE EASTIN6 (V ®I6' O-' G. TYP.GONG. STEP IN IT - Q Q ENTIRETY SEAL: O s~ arrpHir ' N I vi KITGHEN v F .T EX15TING l ry ¢ I LOSE CLOSET } jV Fca REMOVE PORTION OF T N~07t~ 'pT y0 EXISTING NALL5 IN THERE 3L ENTIRETY TO ALLOW FOR - NEW WORK. SUPPORT COLUMN OPENINGS AS NEEDED. m m m \ [N ~F N v BATH © v REMOVE EXIST. N Q N w u 7 _ 016 " O.G. TYP. IWINDON TO ALLOW LON x • W Z rn FOR NEW DOORWAY Ilj ZNAY Z~ w- Q Z ^ Q r Q N 'y~j 11 I ~ MPP~ NGES AND J^ wO YW^ 0r `/If CA5ENORK TO ,N II ALLOH FOR NEW fA Q w (WORK TN2032 FNG6066 TN210310 3 1/2" 5TL COLUMN W W u~ Q 4"x J~ ~w P05T U Z ~ w I All CO) Q , 24'-0" ALIGN NEN LL: 51-10 1/8" T-O" 4'-4" EX15TII ¢ ¢ ADDITION WITH EXISTING ZL SUNROOM 4'-I" 5'-4" EXISTING DORMER p b' S.. 24,_0„ GL57 J /i TN210310 TH210310 T14210310 [ I 32'_5„ " 4" 10'_4" 4" 4" 13'-O I R57 FLOOR PLAN 2'_O" SCALE: I/4" = I'-O" TYP. nnec,TCO O can 0. WALK IN EXISTING a\ 6LO5ET BEDROOM v EXI5TIN6 Z "ry iq O BEDROOM tu TRAY x a GEILING~ N d) 0 ..Q Ul N r, 13 5 v E 2668 2210 RI96E ABOVE ~ N V V.n r: ° D- U1 N ry rc~ nu BATk BATH X= V N Hr E~ LALNDRY EXISTI O Q EXISTING N ROOM BF1JR0 BEDROOM y O 0 DRYER n lU 0 0 PROJECT#: 0801 TH210310 TH210310 TW2032 T1142032 GLST CAD FILE: P.\PROJErTs 0&0I\A-2.DW6 AL16N NEW 4'-1" 5'-6" 5'-3 COW 11-10 T/H" ADDITION WITH EXI5TING DORMER CL CL CL I'-2 9/16" DRAWING#: ~~~GOND FLOOR PLAN A~2 DATE: Z_ Z F F F OI -04-08 03-06-08 155UED TYP. ROOFING- - FOR PERMITS AND GON5TRUGTI ON of, 2 VIE ASPHALT ROOF dom. VIF VIE 5HINGLE5 MATGH EXISTING - I&,_ T.O. PL/ TLATE ® 2nd FLR. / R-30 INSUL. (TYP) 2x6 COLLAR TIE-5 ~FEL: +IH'-II 3l EL: +1§413/4" 8" FA56IA BOARD (L r SEAL: ®I6"oc R-30 IN5UL. p VINYL SIDING TO - - - TW2032- TW20 _ MATCH EXISTING - 10310 TW210 M TER E CORNER MOULDING - 310 - - 32 1 TO MATGH EXISTING TW2 'r 2"x10" a 16" O.G. - TYP. TYP. SUB-FLOOR - - 2nd~FLf 2nd FLR. ELEVATION - - - - - / I-I' y~T.O-PL T.O. PLATE ®Ist FLR. p FWGbObb TYP. EXT. WALL W/ 5/H" 2x4 ®I6" O.G. v V ET L' *9 -1 3/' GYP. BD. ON INTERIOR 51H" W.R. GYP BD. _ C MUD RM. BATH T1,42032 777, SENp~ TW210310-- f TYP, 5UB-FLOOR I5T FL IST FLR. ELEVATION 2"x10" • 16" O.G. TYP. G~RADE~ - F NOW ~R-30 INSUL. (TYP) GRAD 1/2" x 16" LVL ELY O'-O" WOOD 5TAIR5 AND HANDRAI L5 r TO CODE TMP• FOUNDATION W GIRDER ALL t FOOTING Lu --Om N dw~ z ZL? w- BASEMENT r dZ^ QN a~ PIPE GOLUMN FILLED WITH GONG. J^ w0 _-EL ^ Y> N') 0 10 zz w TYP. GONG. FLOOR N TD. COW, SLAB ~ . , . , bT.O. FG OOTIN& TL DEL: -H'- ~12"x24" GONG. F-L - U of o FOOTING w n a f - J N W i I' AEU I L9®I NO EL EVA710N G = _ U LU Zo > W Q J SGALI! I/a" = 1' O° N n V IZL I NC SF.GTI ON LL: z Z i F= i - - ASPHALT ROOF a iPHALT ROOF ~i - SHINGLE5 MATC iINOLE5 MATCH -VIE - EXISTING ;ISTING i T.O. PLATE ® 2nd FLR. g" FASCIA BOP FASCIA BOARD +Ib'-II 314" EL: ALIGN NEW iADDITION WITH III III III III I _---.--AI 11- I EXI5T. DORMER o Z NYL SIDING TO - - - - VINYL SIDING T - - - - - A " MATCH EXISTING ~TGH EXISTING iLJ - -LI- II~~~JJJ _ _ ---TW210310- TW210310-- --TW210310 Q _ CORNER MOULC 7RNER MOULDING \ _ - _ _ - - _ TO MATCH EXI9 MATCH EXI5TING 2nd FLR. ELEVATION 6~4 ~,1, EXISTING RESIDENGE +q'-II 314" EL: i1.1 T.O. PLATE ®I FL- AL16N NEW - _ ADDITION' WTVI EXIST. DORMER AS WIDE EXT. DOOR -36 AS SELCGTED 6Y -36" WIDE EXT. DOOR- ? _ - -A5 SELECTED BY - - WOOD STAIRS )OD 5TAIR5 -OWNER - - AND HANDRAIL GO DE dD HANDRAIL5 - CODE ~i (1 ONAIER HEI _ d V~ 10310- -__-TW.D IST FLR. ELEVATION +2'-I 114" EL: Q GRADES Z' If I WOOD 5TAIR5 UI AN ~DEIDRAIL5 I I I III II III I~ L-J ~I M O PROJECT#: 0801 u I I n I I I I 1 r I I ® CAD FILE: P:\PROJECTS I I I I I N 0801W-3.DWG T.O. FOOTIN6h DRAWING#: ~ v nBUIL®INC F.LEVA710N BUILDING EL~V?~~'ION A~3