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HomeMy WebLinkAbout38044-ZNo: 37446 Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 380 Midway Rd, Southold, SCTM #: 473889 Sec/Block/Lot: 90.-24 Date: 2/25/2015 2/25/2015 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/26/2013 pursuant to which Building Permit No. 38044 dated 5/22/2013 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: ADDITIONS AND ALTERATIONS INCLUDING 2ND STORY TERRACE TO A ONE FAMILY DWELLING PER ZBA DECISION #6671 DATED 08-22-2013 AS APPLIED FOR The certificate is issued to Cai, Jing Shari (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38044 10-27-2014 PLUMBERS CERTIFICATION DATED 02-23-2015 Ovalter.Marczewski Au edigna re Permit #: 38044 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY 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) Permission is hereby granted to: Cal, Jing Shari 62-11 Asquith Cres Recto Park. NY 11375 Date: 5/22/2013 To: construct addition & alterations to an existing single family dwelling as applied for At premises located at: 380 Midwav Rd. Southold SCTM # 473889 Sec/Block/Lot # 90.-2-4 Pursuant to application dated To expire on Fees: 11/21/2014._ 4/26/2013 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $448.80 CO - ALTERATION TO DWELLING $50.00 Total: $498.80 Building Inspector Form No. 6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 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 spmpleted 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.Oecupahcy - $_25 4. Updated Certificate of Occupancy - $50.00 5_ Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date_ t l -77 New Construction: Old or Pre-existing Building: W"' (check one) - Location of Property: (Z P SD,L)" f(9G e! House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 4) O Block 2- Lot 1 (- Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signatur Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roper. riche rt(aD-town-so uthoId. ny. us CERTIFICATE OF ELECTRICIAL COMPLIANCF SITE LOCATION Issued To: Shari Cai Address: 380 Midway Rd City: Southold St: NY Zip: 11971 Building Permit #: 38044 Section: 90 Block: 2 Lot: 4 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 Basement Commerical Outdoor 1st Floor New Renovation 2nd Floor Addition Survey Attic INVENTORY Service Only X Pool Hot Tub Garage Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 1-304 Emergency Fixture Time Clocks Disconnect Switches 5 Twist Lock ri Exit Fixtures TVSS Other Equipment: "KITCHEN" 1 -electric range Notes: Inspector Signature: Date: Oct 27 2014 81 -Cert Electrical Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 �CCo�� FEB 2 3 2015 ___j BLDG. DEPT TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 2 -2 — I Building Permit No. Owner: 0. (Please print) r Plumber:G��Z� (Please print) lead. Telephone (631) 765-1802 Fax (631) 765-9502 I certify that the solder used in the water supply system contains less than 2/10 of 1% (Plumbers Signature) Sworn to before me this 3�a day of Fe by r 201-5 �Ag�� * L!:!�M U 0 Notary Public, SAAK County TRACEY L. DWYER NOTARY PUBLIC, STATE OF NEW YORK NO. 01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F NDATION 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: DATE � 1� / INSPECTOR oF soujyo �o !o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING/STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ] ELECTRI L(FINAL) REMARKS: n DATE � /J INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ 13FpdNDATION [ ] INSULATION [ FRAMING STRAPPING [ ] FINAL [ ] FIREPLAC [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ,or rl— REMARKS: AA �a � - ) , DATE INSPECTOR ''� SO(/jy0 CA TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /PING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ J FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS:- wl',`%r� �6 DATE I � 0 INSPECTOR TOWN OF SOUTNOLD 765.181 INSPEC [ ]FOUNDATION 1ST [ [ ]FOUNDATION 2ND [ [ ]FRAMING /STRAPPING [ [ ]FIREPLACE &CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ Q� ELECTRICAL (ROUGH) [ REMARKS: BUILDING PT. D2 T10;�o � ]ROUGH PLBG. ] INSULATION ] FINAL J FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) DATE � 2� (� IINSPECTOI!j;j�l Al��pf SOUTy19 ac,40 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC T�oN [ j FOUN ATION 1ST [yj ROUGH PLBG. [ ] F NDATION 2ND [ ]INSULATION [ FRAMING /STRAPPING [ j FINAL [ ]FIREPLACE &CHIMNEY [ J FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ j ELECTRICAL (ROUGH) [ ] EJ,.ECSTRICAL (FINAL) REMARKS: DATE 2 l � INSPECTOR �Q pG SOUry� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROU G. [ ]FOUNDATION 2ND [ INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: �dl�� DATE � � INSPECTOR 38c TOWN OF SOUTHOLD BUILDING DEPT. / 765-1802 INSPECTION ([/] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ( ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) DATE INSPECTOR JLZ�✓`"` RE TOWN OF S 46�;NSF ILTION I ST UNDATION 2ND FIREPLACE & FIRE RESISTANT ELECTRICAL (ROUGH) CODE VIOLATION DATE 765-1802 0 ROUGH PLUMBING INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING INSPECTOR © 3�uf souryo ,moo �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ J FOU ATION 1 S [ ]ROUGH PLUMBING [ ] F UNDATION 2ND [ ]INSULATION [ FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION I 1 FIRE RESISTANT CONSTRIIC710N [ ] FRE RESISTANT PENETRATION � [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) � [ ]CODE VIOLATION [ ]CAULKING DATE 1� INSPECTOR '� pF SOUT,�o� # # v � N ie TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE A CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION REMARKS: [ ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION I ] FIRE RESISTANT PENETRATION Ql- ELECTRICAL (FINAL) [ CAULKING DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE A CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION [ ]ROUGH PLUMBING [] IIJSULATION [ V� FINAL I l FIRE SAFETY INSPECTION I ]FIRE RESISTANT PENETRATION C 1 ELECTRICAL (FINAL) [ ]CAULKING � ww__z_x A MFA AW F� pp DATE 0/. 2"g -INSPECTOR�� Q c4 of SOpT�, H i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE A CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION [ ] ROUGH PLUMBING [] 1 TION [ FINAL [ ] FIRE SAFETY INSPECTION I 1 FIRE nEsis'ratr PENETRATION I I aEc'rnicaL (FINAL) [ ]CAULKING DATE z �� � INSPECTOR '"� ::.7 I M N M--YA F'- � �-, A W/ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do ,you have or need the following, before applying? TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 k FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. Examined y2 , 20a Approved Z 20 /3Disapproved a/c ` Expiration %110 D E�E�n�E APR 262013 ELDG.DEPT. T01,41N OF SOUTHOID &Uilg Inspector Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application_ Flood Permit Single & Separate Storm -Water Assessment Form Contact: Mail to: HI A,91 -t3 V500r Phone: Y� ,l t�71 APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date � l y� , 20 (3, 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 to 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. (Signat applica t r name, if a corporation) 6'l�b�r✓bJ 1�6-'� (Mailing address of applicant), State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises l -E (Z-1 G�61 1 (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: 5le>D ML17W,4-Y C4- L7 �70Q(Z- ttgIi House Number Street Hamlet County Tax Map No. 1000 Section 90 Block !?—' - Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 61c e l ec —51 AL' b. Intended use and occupancy Nature of work (check which applicable): New Buildin Repair Removal Demolition 4. Estimated Cost Fee _Addition Alteration Other Work (Description) (To be paid on filing this application) If dwelling, number of dwelling units �Ntlmbei cMelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Dimensions of same structure with alterations or additions: Front Depth Height. Number of Stories Depth 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear 10. Date of Purchase Name of Former Owner 11. Zone of use district in which premises are situated Depth 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES_ 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. Rear NO 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 OF ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the A93"- L 1 (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. Swor to before me this day of V l l KITOTH Now ft 96 Goa 1%.dOrn�Cooun{� f L sstoa_Expires Julv 28, 2- Notary Public Signature of Ap cant 'PER*W NO 8298 VATJX; ISSUEV-TO', SHAPIJCAIjo,x,;t 11 f PROPERTY ADDRESS: -31MMM690WA 'SQUIT OCT S�f 064 4 ')Lh i I'A i; ib j' I BLDG TOWS C EPT L i}11 _Yl A#0*14k- fursubht t& the provisi""Vhj** 'ppW V1,740* AV*Wp wio,the KesoJ#t*q-,ff* r1111;i1TT U 110 1 1f, f,* I i (I `}tSt it :AWA T640's its the j t . . AJet and Pprp it flr,;4 i dwelling consistin�,of 10'x2O',jrirst Y1 I � I 4ori ' ; m**ter d 6x TIT's, Wo r and second floor reconstruction and HP "IT t ' or i6iistrughon; s 6'ri roof runoff to be in accordan with Tow , 01,Code, Chapter 236; with the coniffit6n that a lineinfafthat bay I bakel"421 U-0 r1w, tion landward of the non -turf buffer; and as depWWIzqytAbe,*qjN p# _qbn C. qyfprgM joy 4 .Ehlers.,, Laud Surveyor,, received oo At 19, 2013, and stamped approved on bT ftvafis itwaarf 4rate ScalUbt* affixed, 1"114, WITNIM8 *Pft and these t*t4kkft Wbd sdbWV*4dIj50IQ4Mj0Aqridf said Boagd= of this date�i'i,, 'i 6"i"I oi John M. Bredemeyer III, President Michael J. Domino, Vice -President James F. King, Trustee Dave Bergen, Trustee Charles J. Sanders, Trustee BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 CERTIFICATE OF COMPLIANCE Telephone (631) 765-1892 Fax (631) 765-6641 # 1097C Date: February 13, 2015 THIS CERTIFIES that the alterations to the existing dwelling consisting of 10'x20' first and second floor reconstruction and 16'x13' first floor reconstruction, storm -water roof runoff in accordance with Chanter 236 of the Town Code At 380 Midway Road, Southold, New York Suffolk County Tax Map # 90-2-4 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 19, 2013 pursuant to which Trustees Wetland Permit #8298 Dated September 18, 2013, was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the alterations to the existing dwelling consisting of 10'x20' first and second floor reconstruction and 16'x30' first floor reconstruction• storm -water roof runoff in accordance with Chapter 236 of the Town Code. The certificate is issued to SHARI CAI owner of the aforesaid property. Authorized Signature Scott A. Russell�°slffqIr James A. SUPERVISOR Michael 1 [lP z SOUTHOLD TOWN HALL - P. O. Box 11796 53095 Main Road - OLD, NEW YORK 11971 Telephone #: (631) - 765 -1560 Fax #: 3) 7 5 _ j MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US�1 > JAMIE.RICHTE S01OLD Office of the Engineer Town of Southold BLDG. DEPT. TOWN OF SOUTHOLD STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT) PLEASE NOTE: All Contact & Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Property Owne Design Professional gent, Contractor, Other) PROPERTY OWNER (if Different from Applicant) NAME: NAME: S,OAEI GA1 ADDRESS: H i LL 9-C7, ADDRESS: 3 SO M I OrIAK i2P, 5001' 40L_17 Telephone Number: CAU'S6Z- 6153,7 Telephone Number: ZLZ S(o-k - OROS Completed Applications can be picked up at the Engineering Department after being notified by the Department, or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5" x 1 I" Envelope & Appropriate Postage. DATE: Property Address / Location of Construction Work: 3$ O M l t yV'A, e S C T M *: 1000 o,)o 2z+ 500r00t-k? wy, t t'374 A' 99tT l D tU- TO 1✓>4 1-7T k t.%4 14 District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F, when New Impervious Surfaces are created, and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re -Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors & Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed Stoater RevoA Checklist. If No or NA are Indicated, Justification is Required. Reviewed ix I I FOR/ElrG111E.17R1NG DEPARTMENT USE ONLY **** Date: Q�dditioal Information Requii-e(DRAINAGE INSPECTIONS ARE RE QUIRIED Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification that the e has been Installed to Code. FOKM 11 SWCP Check List - TOS JAN 2014 1 J rdir CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST (Property Other) DATE: 2 3 1 APPLICANT: Owne Design Professions gent, Contractor. NAME: M�pet') SCTM#: 1000 � � � Telephone Number: q17 jajZ — &9'j7 District Section Block Lot S M C P - Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided! 1. A Site Plan drawn to scale Not Less that G0' to the inch MUST YE NO If You NA answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by § 236-1702). d. Test Hole Data Indicating Soil Characteristics & Depth to Ground Water. SAND �/uiOQ+6EfCYE Z.S F s;'i ou/ SZA©e y?zjatf �GGE e. Limits of Clearing & Area of Proposed Land Disturbance. t= Q c _ o wrv` 1m v t tne.> ;�� *4kraiz f. Existing & Proposed Contours of the Site (Minimum 2' Intervals) tg rLe 5P(00 -Mf 4,aAOF Lo J!'4 (o` -D` AV0VVk? Mc0•N ih rt T g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. Contact TOS Engineering at 765-15 before h. Spot Grades & Finish Floor Elevations for all existing & Backfill OR Provide Engineer's Certification proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). rolo GON$iltJe'lG �,�Ef� k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). N%halld 11-0DOGO��[tJd"E>;8%`� a>r�f✓� M. Location of all proposed erosion & sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture, store, and infiltrate inU e Uon-site the run-off from all impervious surfaces generated by a two (2") inch ll maintalne ons rainfall / storm event. Backed Silt Fencing, stabilization 3. Details & Sectional Drawings for stormwater practices are required for approval. Sgefilic3g of Pxp=d and/or inactive sol s. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance & Site Access. ATER MANAGEMENT c. Inlet Drainage Structures (e.g. catch basins, trench drains, etc. d. Leaching Structures (e.g. infiltration basins, swales, etc. Date: Approved BY:ilix FOKM 11 SWCP Check List - TOS JAN 2014 1 J rdir Town Ball Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 REQUESTED BY: Company Name: Name: No.. Aaaress: Phone No.: Telephone (631) 765-1802 sroger.richertc- owntnodny us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION Date: JOBSITE INFORMATION: (*Indicates required information) I *Name: *Address: _ *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: Block: ---— Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) �- j/ & (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate:, YES / NO,►�/ Temp Information (If needed) ti ' *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82 -Request for Inspection Form r FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 6, 2013 TO: Mladen Bay R.A. for Shari Cai 475 Hill Road Southold, NY 11971 Please take notice that your application dated April 26, 2013 For permit for reconstruction and alterations to existing_ single family dwelling at: Location of property: 380 Midway Rd., Southold, NY County Tax Map No. 1000 - Section 90 Block 2 Lot 4 Is returned herewith and disapproved on the following grounds: The nronosed construction on this non -conforming 26,656 sq. ft. lot in the R-40 District is not allowed pursuant to Article XXII section 280-116 (B) which states "All building or structures located on lots upon which a bulkhead ...exists... shall be set back not less than 75 feet from the bulkhead." The site plan shows a setback of approximately 50 feet from the bulkhead. In addition pursuant to Article XXIII Section 280-124 non -conforming lots, between 20,000 & 39,999 square feet shall maintain a minimum side yard of 15' 135' combined, the survey shows the new construction at 13.4' single side yard and combined side yards with a total of 24.7' feet. Note: Town Trustee permit is also required. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Ken Schneider pF SO01 CAJ Uj�,O • io OOUNTt, http://southoldtown.nonhfork.net Southold Town Hall 53095 Main Road - P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 - Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 22, 2013 + P"�" A13 Q So thold Town'Clerk ZBA FILE No.: 6671 NAME OF APPLICANT: Shari Cai SCTM#1000-90-2-4 PROPERTY LOCATION: 380 Midway Road, (corner West Lake) (adj. to Little Peconic Bay) Southold, NY SEORA 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. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-I4 to 23, and the Suffolk County Department of Planning issued its reply dated July 11, 2013 stating that this application is considered a matter for local determination as there appears to be no significant county -wide or inter -community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated August 5, 2013. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is EXEMPT from Coastal Consistency Review, PROPERTY FACTS/DESCRIPTION.- Parcel is improved with a two story frame dwelling with attached rear deck on a 26,656 sq. ft. lot in the R40 District. It has 112.66 feet of frontage on Midway Road (Private Road), 293.79 feet along West Lake Road (Private Road), 99.96 feet along Little Peconic Bay and 239.67 feet on the easterly property line as shown on the survey dated September 4, 2012 last revised June 21, 2013 prepared by John T. Metzger, LLS. BASIS OF THE APPLICATION: Request for variances from Article XXII Section 280-116(8) and Article XXIII Section280-124 and the Building Inspector's Notice of Disapproval based on an application for building permit for reconstruction and alterations to existing dwelling at; 1) less than the code required bulkhead setback of 75 feet, 2) less than the code required minimum side yard of 15 feet, 3) less than the code required minimum combined side yards of 35 feet. RELIEF REQUESTED: The applicant is proposing reconstruction and alterations to the dwelling with a bulkhead setback of 49.7 feet where the code requires 75 feet, a single side yard of 13.4 feet where the code requires a minimum of 15 feet and a combined side yard of 24.7 feet where the code requires 35 feet combined. ADDITIONAL INFORMATION: Immediate neighborhood consists of several older improved non -conforming Page 2 of 3— August 22, 2013 ZBA#6671 — Cai SCTM#I000-90-24 homes many of which have been renovated into year round homes. In the past the ZBA has granted the existing structure variances for the proposed side yard and bulkhead setbacks. The non -conforming as built seaward deck that is within 75 ft. of the bulkhead has a certificate of occupancy. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 8, 2013 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This non -conforming waterfront subdivision has been in existence for more than 50 years. It consists of larger non -conforming dwellings fronting on Little Peconic Bay. Most of the existing smaller homes are fronting on the small creeks and inlets within this area. The dwelling with attached deck existed prior to zoning. The applicant's agent provided other variances for similar setbacks that were granted in this neighborhood. Although, the proposed additions are non -conforming as to setbacks, the specific proposed alterations are in keeping with the existing neighborhood. The proposed reconstruction and alterations to the dwelling are proposed within the existing footprint and a small addition is proposed on the front of the dwelling that is not part of this variance. 2. Town Law 6267-b(3)(b)(2j. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing structure is set back 50 ft. from the bulkhead and the existing structure has a combined side yard of 24.7 ft. and a single side yard of 13.411. The renovations are using the existing building envelope therefore any renovation proposed would require a variance. 3. Town Law 6267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing I I% relief from the code for the single side yard setback, a 29% relief from the code for the combined side yards, and a 33% relief from code requirements for the non -conforming bulkhead setback. However, the home exists in its non- conforming location and all proposed improvements requiring relief are located within the existing footprint. 4. Town Law 4267-bQ(b)(4) No specific evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Stone Water Management Code. 5. Town Law 6267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 6267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the proposed alterations requested 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 Dantes, seconded by Member Weisman (Chairperson), and duly carried, to GRANT, the variances as applied for, and shown on the architectural drawings sheets 1-5 prepared by Malden Bay, RA, and dated 4/14/13, and on the undated survey by John C. Ehlers, Surveyor showing proposed additions and alterations with hand notes. Page 3 of 3 —August 22, 2013 ZBA#6671— Cai SCTM#1000-90-2-4 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, 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 Weisman (Chairperson), Goehringer, Schneider, Dantes, Horning This Resolution was duly adopted (5-0). t Leslie Kanes Weisman, Chairperson Approved for fiiinj q6 /2013 December 26, 2013 To: Board of Appeals Town of Southold 54375 Main Road Southold, NY 11971 Attn: Leslie Kanes Weisman, Chairperson Re: Shari Cai 380 Midway Road Southold, NY 11971 ZBA File No.:6671 STCM# 1000-90-2-4 Dear Ms. Weisman 475 Hill Road, Southold, NY 11971 631765-4180 RECENED DEL 2 6 2013 BoARD of APPEALS I am writing to you to request a change to Shari Cai's application, which we believe to be de minims. The attached survey shows the location of the proposed Addition No.2 to the existing house. It is 63Ft. from the bulkhead. 12R short of the required 75Ft, therefore requiring ZBA approval. This 6.9Ft.X5.7Ft. addition will be used for a Powder Room. It is on the inland side of the existing house, and when considering the shape of the house the change will hardly be noticed. Thank you for your consideration. If you have any questions or require additional information please feel free to contact me. Sincerely, Mladen Bay As Agent for Shari Cai Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 December 30, 2013 Mladen Bay, R.A. 475 Hill Road Southold, NY 11971 http://southoldtown.northfork-net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 RE: Cai — ZBA File#6671, de minimus request Dear Mr. Bay: Mailing Address. 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 SII I: I1 FEB -7 2014Ij I have reviewed your letter dated December 26, 2013, and the survey showing the proposed addition that you submitted with your request for a de minimus determination. Since the small addition you are now proposing to the existing dwelling does not create any changes to the relief granted for non -conforming bulkhead and side yard setbacks in the above referenced ZBA decision, and since you are not proposing any new nonconformity, I am approving your request. Please also note that the applicant must comply with Chapter 236 of the Town's drainage code. I will instruct the office to send a copy of this letter and your request, and a stamped approved copy of the survey dated 8-9-01 prepared by John C. Ehlers, Land Surveyor with the proposed addition noted as NEW ADDITION M.2, to the Building Department so that you can apply for a modified building permit. If you have any questions, please call the office. C ely, lC X��------ Leslie es Weisman Chairperson/Dept. Head CC: Michael Verity, Chief Building Inspector BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Kenneth Schneider February 26, 2014 Mladen Bay, R.A. 475 Hill Road Southold, NY 11971 RE: Cai, ZBA #6671 Dear Mr. Bay: Southold Town Hall 53095 Main Road - P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD 'Ilei. (631) 765-1809 - Fax (631) 765-9064 �---'1 i FEB 2 7 2014 I have reviewed your letters dated February 19, 2014 and February 26, 2014, and the proposed survey, I` floor part. Plan and elevations and building sections noted as page 9 that you submitted with your request for a de minimus determination. Since you do not propose any changes to the side yard setback of 11 feet, and are actually proposing to make the dwelling FEMA compliant by filling in the basement and adding a small 12.4'X14' boiler room addition, i have determined that your requested modification is de minimus in nature. Please also note that the applicant must comply with Chapter 236 of the Town's drainage code. I will instruct the office to send a copy of this letter and your request, and a stamped approved copy of the amended survey and the I" FL. PART PLAN date stamped received Feb. 20, 2014 by the zoning Board of Appeals and the Elevations and Building Sections dated 4/15/13 labeled drawing no.9, to the Building Department so that you can apply for a building permit. If you have any questions, please call the office. cer y, Leslie Kanes Weisman Chairperson/Dept. Head /C. -Michael Verity, Chief Building Inspector 3 wq,-( Google earth feet 80 meters 20 -ND 0 d- 2UYV-- 2/27/13 10t en© '; 06-02-8071V-360813 7 Intranetix Viewer [36103C0169H.png] mapl.msc.fema.gov/idms/intraView.cgi?ROT=O&O—X=5479&0—Y=14C-:' -: ZM=0.241435&O S' -1454&O SY=7G--u0 DPI=400&O TH=94399215&0 EN=94665852&C `'G=1&O MP=1&CT=O&DI=O&WD=14... 1/1 SURVEY OF LOT 115 "SUBDIVISION MAP OF GEDAR HEAZH PARK" FIND MAP # 90 FILED DEC. 20,Ig27 51TUATE3 BAYVIEW ToM-. 50vrHOLD SUFFOLK GOUN IT, NT SURVEYED 06 -O9 -0I 5U'=FOLK GOVNTY TAX S tk IOOti-40-2-4 - 8 GER7IFIE-D TO: ..,.� ••yj� '�{fy GATHERiNE MGDONALD AS TFMTEE Qr v. ZG .111 •,�. t i `^ ---- _— ...90_ Lithe Poconic • M..pwi«FN- AXI -E .AREA 2611,33 5.� OR r.6: AGRE5 (.5RAFH;% '.:.;ALE 30 JOHN C. EHLERS LAND SURVEYOR b EAS f yiAln STREET NN -s. Lic. NO. SP -02 RIVF.RHLAD. N.Y. 11901 369-8288 Fax 369-8287 RFF.LWpsawrldWROM0!-2a8.pm 'W 'U M+x a m Cx i fie X01 PERSfECINE VQ 36' NINMIY 2 s 2 FENCE POST MOVEN IMiE FENCE (Ba6-10/10 MIF) FLTElt CLOFH ELLER FLIER CLOTH NN. e1 KM GROtM NDtE NAKMM ORAIIIOE AREA 1/2 ACRE / 10o Lmm FEET SOXION OEWL SLT FENCE DETAILS SUM ars U BEDDING DELL LE FIRST STAKE 70MARD \r10 Y LAID WM L-aiCONTOUR_ 2 RE-BAIT:Snn PKXETS OR 2' x 2' STAKES WIX to 2';VOIJ GROUND. ORNE STMES FL1AH . MTM TCP Of MAY .TILES ANCIIONID OEDIL 4 STRATI BALE DICE DETAILS ,115 DRAINAGE INSPECTIO Contact TOS Engineering at 765-1560 befo 8 7H= Backfill, OR Provide Engineer's Certification STOP that the drainage has been installed to'Gacr CONOPIETE - - - GR^°E,r—�� Little p Iconic- _ St4Rl'lVif�tE.l�.� G.�.4.G t�1-�'Clt?.�5 o1-1 AgA;P• - : 411 15a- fT- __ q-lT X0.17 = TO au. C. D 1 L P�� � 286 54.•x'('. CA D ARC, �.DEN n 0170 -1 � O OF NES/ i �s l'otzY APv1Tu�N �� -2 s'toRY_t�D�IT}�N_ Q STOI�.M wTL -- : _NAY 6A1-�5 51--fh ay f STORM WATER MANAGEMENT PLAN -296,'-C 0.17 = 49 &O. r- r. V5 _$'D. K�1 :.DRi�ll ftIh1C@ POOI. Lk -#7- • �' EROSION & SEDIMENT CONTROLS U Shall include but not be limited to: MLADEN BAY R.A. ARS = 26b93 5.r- OR Qb= ACIM5- 5"ATTM*1W:r-M To-&-N&VD'2+ A well maintained Construction Entrance, 475 HILL ROAD 6RA,NIC, SGA,.e I., mss. Wire Backed Silt Fencing, stabilization & SOUTHOLD, NY 11971 �� Seeding of exposed and/or inactive soils. ^ i LINE OF EXIST. HOUSE EXT. WALL ASSEMBLY & RELOCATED WINDOW 6.9 Ft. 0 I 2•6• JEOWDER ROOM Fol 0 0 1 ST EL. PART PLAN Scale: 1 /4' 1 LEGEND EXISTING TO REMAIN NEW WALL ASSEMBLY 2X4 STUDS WITH J" GYP. BD. ON BOTH SIDES ��cRED q \ � ADEN6RC'S Ike � < OF KOOOOOOOM NEW EXTERIOR WALL ASSEMBLY 2X6 STUDS WITH 4" GYP. BD. ON INSIDE 6" Z PAPER BACKED FIBERGLASS INSULATION. J" PLY o WD. SHEATHING FELT PAPER AND VINYL SIDING W ON EXTERIOR SIDE w NE -1)- IST FLOOR DEMOLITION L/\J I. J 1 V V I 1 V REMAIN P LAN Scale: 1 /4"=1 '-0" DEMOLITION NOTES: 1. REMOVE EXISTING SIDING AND SAVE AS REQUIRED TO BLEND INTO EXISTING AREAS. 2. REMOVE PLUMBING FIXTURES, DOORS/TRIM, WALLS WINDOWS AS SHOWN TO ACCOMMODATE NEW CONSTRUCTION. SEE CONSTRUCTION PLANS FOR ADDITIONAL INFORMATION. 2ND FLOOR DEMOLITION LEGEND 1 7777-71 EXISTING TO REMAIN C EXISTING WALLS CABINATES & FIXTURES TO BE REMOVED ,r Lw QC2,.,&-w ti 0 C", �-)a . Z zi mo . T C. L= (= D`ZA\\J u- Ct PC -2- H A47C n: VIED 21� PLAN Scale: 1/4"=1'-0" PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF I % LEAD. PLIJMBING AL(_ PLUMBING WASTE & WATER LINES NEED TEST ING BEFORE CO`l71--)INC Tr- APPROVED T'r- APPROED AS NOT ED FEE° R NOTIFY BUILiJiNO L)EPARTIVIENT A ?C5=160 8 ANI TO 4 RM FOR THL FOLLOWING INdPECTIONS: I: FOUNDATION = TWO REQUIRED FOR POURED CONCRETE 2. ROUGH • FRAMING, PLUMBING, STRAPPING, ELECTRICAL & CAULKING 3 INSULATION 4 FINAL - CONSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR C O. ALL CONSTRUCTION SHALL MEET TI IC REQUIREMENTS OF THE CODES OF NCV4 YORK STATE: NOT RESPONSIPLE FOR DESIGN OR CONSTRUCTION ERRORS RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. WAS N0].._ RE 1 AIRED 0 B S E \:A -'I- 10 N SFRVCES m C7 Q N-- < �0 Qm m �o z J0 w== o � < Ln 0 Q Z DE�e�C'y NEW Q 0 z Q C) -� — 0 � z o � zo z W 0 00 0 w r19 V) z LD Lr) V 09 Q z 0 J 0 Z LLJ Q o 0 DWG NO: SHEETS IN CONTRACT 5 m 3 ROOFING TO MATCH EXISTING HOUSE VERSATEX SOFIT & FASCIA-, VINYL SIDING TO MATCH EXISTING HOUSE EW ROOF TO MATCH XISTING. BLEND HINGLES INTO EXISTING SECTION EXISTING HOUSE NEW LIGHT FIBERGLASS DOOR EXISTING WINDOW TO REMAIN Scale: 1/4"=1'-0" EXISTING HOUSE AREA OF RECONSTRUCTION EXIST. FOUNDATION TO REMAIN ELEVATIONS Scale: 1/4"=1'-0" SECTION Scale: 1 /4 ELEVATIONS Scale: 1/4"-1'-0 NOTE: FOR ADDITION FRAMING INFORMATION SEE DETAIL No. 2&3 @ DWG. 4 z2" RAT SLAB OVER COMPACTED F . .... ... ... .... .................. SOIL m vu BUILDING--- SECTION LINE OF CLG. LINE OF 2ND FLOOR \ . . ......... . ..... ...... . - \LINE OF CLG. TO > ALIGN W/EXIST. LINE OF 1ST FLOOR EXISTING HOUSE ---RIDGE VENT 6 3 ---��1- NOTE: FOR ADDITIONAL FRAMING INFORMATION SEE DETAILS No. 2&3 @ DWG. No. 4 2X6 RAFTERS & HOLING JOISTS @ 16" O.C. z (2) 2X8 HEADDER VINYL SIDING TO MATCH EXISTING HOUSE PT 2X4 RAILING & POSTS 2'-10" HIGH PATIO & STEPS TO BE SELF SUPPORTIVE, FRAMED W/ PT 2X8'S AND PT 4X4 POSTS. DECKING MATERIAL TO BE SELECTED BY OWNER LINE OF FOUNDATION WALL AND FOOTING BEYOND 8" FOUNDATION WALL, & 18X10 FOOTING OVER UNDISTURBED SOIL (TYP.) Scale: 1 /4"=1'-0" (P\ 4, 6 — RIDGE VENT 4 2X8 CLG. COLLAR TIES I & " RA @ GYP.BD. 16CERS . 2X6 WALL FRAMING @ 16" O.C. GYP.BD. 2 2X6 WALL IFRAMING @ 116 O.C. I 2X8 @ 16" O.C. EXIST FLOOR & FOUNDATION TO REMAIN EXISTING OF HOUSE RECONSTRUCTION EXIST. FOUNDATION Tn PFNAAINI BUILDING SECTION NOTE: FOR ADDITIONAL FRAMING INFORMATION SEE DETAILS No. 4,5&6 @ DWG. No. 4 LINE OF EXISTING HOUSE PLY. WD. SUB FLOOR 3"MUD SET WITH TILE FINISH 2X8 ATTACHED TO EACH STUD W/ LAG BOLTS LINE OF EXISTING HOUSE BUILT UP FLOOR, FINISH LEVEL AND FLUSH WITH ADJOINING ORIGINAL HOUSE FLOOR. FLOOR FINISH TO BE SELECTED BY OWNER. EXISTING HOUSE Scale: 1 /4 N 0 -t-- E: A C R, HTECT WAS N 0-1--- E 1** - 'A I N D FOR E �-- D OB S - Ir VA] 10N S RV F S 0 Ln U5 < ry DWG NO: SHEETS IN CONTRACT LINE CLG. ca LINE 2ND FLOOF ............. .......... .......... .. -�LINE OF CLG. LINE 1ST FLOOF SECTION EXISTING HOUSE NEW LIGHT FIBERGLASS DOOR EXISTING WINDOW TO REMAIN Scale: 1/4"=1'-0" EXISTING HOUSE AREA OF RECONSTRUCTION EXIST. FOUNDATION TO REMAIN ELEVATIONS Scale: 1/4"=1'-0" SECTION Scale: 1 /4 ELEVATIONS Scale: 1/4"-1'-0 NOTE: FOR ADDITION FRAMING INFORMATION SEE DETAIL No. 2&3 @ DWG. 4 z2" RAT SLAB OVER COMPACTED F . .... ... ... .... .................. SOIL m vu BUILDING--- SECTION LINE OF CLG. LINE OF 2ND FLOOR \ . . ......... . ..... ...... . - \LINE OF CLG. TO > ALIGN W/EXIST. LINE OF 1ST FLOOR EXISTING HOUSE ---RIDGE VENT 6 3 ---��1- NOTE: FOR ADDITIONAL FRAMING INFORMATION SEE DETAILS No. 2&3 @ DWG. No. 4 2X6 RAFTERS & HOLING JOISTS @ 16" O.C. z (2) 2X8 HEADDER VINYL SIDING TO MATCH EXISTING HOUSE PT 2X4 RAILING & POSTS 2'-10" HIGH PATIO & STEPS TO BE SELF SUPPORTIVE, FRAMED W/ PT 2X8'S AND PT 4X4 POSTS. DECKING MATERIAL TO BE SELECTED BY OWNER LINE OF FOUNDATION WALL AND FOOTING BEYOND 8" FOUNDATION WALL, & 18X10 FOOTING OVER UNDISTURBED SOIL (TYP.) Scale: 1 /4"=1'-0" (P\ 4, 6 — RIDGE VENT 4 2X8 CLG. COLLAR TIES I & " RA @ GYP.BD. 16CERS . 2X6 WALL FRAMING @ 16" O.C. GYP.BD. 2 2X6 WALL IFRAMING @ 116 O.C. I 2X8 @ 16" O.C. EXIST FLOOR & FOUNDATION TO REMAIN EXISTING OF HOUSE RECONSTRUCTION EXIST. FOUNDATION Tn PFNAAINI BUILDING SECTION NOTE: FOR ADDITIONAL FRAMING INFORMATION SEE DETAILS No. 4,5&6 @ DWG. No. 4 LINE OF EXISTING HOUSE PLY. WD. SUB FLOOR 3"MUD SET WITH TILE FINISH 2X8 ATTACHED TO EACH STUD W/ LAG BOLTS LINE OF EXISTING HOUSE BUILT UP FLOOR, FINISH LEVEL AND FLUSH WITH ADJOINING ORIGINAL HOUSE FLOOR. FLOOR FINISH TO BE SELECTED BY OWNER. EXISTING HOUSE Scale: 1 /4 N 0 -t-- E: A C R, HTECT WAS N 0-1--- E 1** - 'A I N D FOR E �-- D OB S - Ir VA] 10N S RV F S 0 Ln U5 < ry DWG NO: SHEETS IN CONTRACT m — GYP.BD. CEILING EXIST 3" VERSATEX FASCIA g" FRESH AIR & SOFFIT (2) 2X6 HEADER 2X4 JACK INTAKE 1ST FLOOR - STUDS SISTERED 2X6 STUDS @ 16" TO EXISTING 2X6 C 0. PLY.WD. SHEATHING O.C. WITH 6" BLOCKING ASEXIST. 4" -- PAPER BACKED REQUIRED TO EXIST. TIE EXIST. HOUSE MAIM FIBERGLAS IN TO HOUSE 60 OZ. ASPHALTIC INSULATION SUPPORT JOISTS EXIST. TRAP PAPER ABOVE VINYL SIDING TO GYP.BD. SYSTEM SEWAGE BASEMENT MATCH EXISTING 1/2" PLY. WD. SHEATHING, FELT PAPER, ICE AND WATER SHIELD 2'-0" WID PERIMETER ARCHITECT SHINGLES MATCH EX (TYP.) 2X6 RAFTI 16" O.C. 2X6 CEILII RAFTERS J" GYP.BC FINISHED WITH ADJ( CEILING (2) 2X4's HEADDER TERRACE SECTION DETAIL Scale: 1 1/2 —1 '-0" ALUMINUM DRIP EDGE AT ALL SIDES OF ROOF 1" WIDE CONTINUOUS SOFFIT VENT WITH INSECT SCREEN 3/4' VERSATEX SOFFIT & FASCIA (T�P.) ROOF DETAIL @ FRONT ENTRANCE Scale: 1 1/2)1 =1'-0" 4" PLY WOOD SUB FLOOR W/J" OAK FLOOR TO MATCH ADJOINING FLOOR FINISHED FLUSH WITH EXISTING FLOQF 2X6 JOISTS 2" RAT SLAB #6 VERTICAL BARS AT 4'-0" O.C. & (2) HORIZONTAL #6 BARS W/16" OVERLAPS. ALL WIRE TIED TOGETHER - 2X6 WALL FRAMING @ 16" 0,C.,J" PLY WD. SHEATHING, FELT PAPER & VINYL SIDING (TYP.) c� GRADE EL 0'-0" 8" CONCRETE FOUNDATION WALL 0 d - CONCRETE 8 FOOTING OVER VIRGIN SOIL CONTINUOUS o #5 BAR (NP) ROOF SECTION DETAIL 2x8 JOISTA & BAND BEAM (TYP.) -- "t 00 ALIGN" FINISHED GYP.BD. CEILING WITH ADJOINING CEILING (TYP.) Scale: 1 1 /2"=1 '-0" - 1/2" PLY. WD. SHEATHING, FELT PAPER, ICE AND WATER SHIELD 2'-0" WIDE AT PERIMETER ARCHITECTURAL SHINGLES TO MATCH EXISTING (TYP.) 3/4" T.G. PLY. WD. FLOOR ALUMINUM DRIP a.........._..........,, EDGE AT ALL SIDES OF ROOF 62 „ 3/4' VERSATEX SOFFIT & FASCIA (TYP.) (2) 2X6's HEADER (TYP.) 2ND FL. AT MASKER BATH SECTION DETAIL Scale: 1 1/2"=1'-0" EXIST FLOOR AND FLOOR FRAMING TO REMAIN. PROVIDE TAPERED SPACERS W/4" SUB FLOOR AND FINISH FLOOR AS SELECTED BY OWNER. FINISH ELEVATION TO MATCH ORIGINAL HOUSE 2" RAT SLAB 2X6 WALL FRAMING @ 16" O,C., "" PLY WD. SHEATHING, FELT PAPER & VINYL SIDING (TYP.) EXISTING FOUNDATION WALL TO REMAIN GRADE EL 0'-0" olip lid TYPICAL SECTION DETAIL Scale: 1 1/2 .... _ ....... __........................ FOUNDATION DETAIL @ FRONT EENTRANCE Scale: 1 1/2 —1 '-0" 1/2" PLY. WD. RECONSTRUCT EXISTING PT 2X8 EXTERIOR WALL ASSEMBLY AS SHEATHING, FELT REQUIRED TO MATCH EXISTING PT 2X4 EXTEND FLASHING 16" UP UNDER VINYL SIDING WATER SHIELD PT 2X2 DECKING TO BE PT 4X4 @ 5'-0" r- @ 4" O.C. SELECTED BY O.C. ! i OWNER - f� SHIM @16"O.C. TO LEVEL DECKING W/PT ALUMINUM DRIP EDGE UNDER ARCHITECTURAL LUMBER MEMEBRANE PT 2x4 IN THE FLAT ROOFING AT ALL EDGE AT ALL © 16" O.C. SIDES OF R00F--- - MEMBRANE ROOFING MATCH EXISTING SIDES OF ROOF 4" T&G CD PLY.WD. � Q � SHIM TO SLOPE (2) GALVANIZED THRU PLY.WD. 4"/FT. O Z BOLTS. NUTS & WASHERS @ EACH POST 2X12 JOISTS @ Q 16" O.0 SIMPSON STRONG 1 " WIDE TIE ,/-- m — GYP.BD. CEILING EXIST 3" VERSATEX FASCIA g" FRESH AIR & SOFFIT (2) 2X6 HEADER 2X4 JACK INTAKE 1ST FLOOR - STUDS SISTERED 2X6 STUDS @ 16" TO EXISTING 2X6 C 0. PLY.WD. SHEATHING O.C. WITH 6" BLOCKING ASEXIST. 4" -- PAPER BACKED REQUIRED TO EXIST. TIE EXIST. HOUSE MAIM FIBERGLAS IN TO HOUSE 60 OZ. ASPHALTIC INSULATION SUPPORT JOISTS EXIST. TRAP PAPER ABOVE VINYL SIDING TO GYP.BD. SYSTEM SEWAGE BASEMENT MATCH EXISTING 1/2" PLY. WD. SHEATHING, FELT PAPER, ICE AND WATER SHIELD 2'-0" WID PERIMETER ARCHITECT SHINGLES MATCH EX (TYP.) 2X6 RAFTI 16" O.C. 2X6 CEILII RAFTERS J" GYP.BC FINISHED WITH ADJ( CEILING (2) 2X4's HEADDER TERRACE SECTION DETAIL Scale: 1 1/2 —1 '-0" ALUMINUM DRIP EDGE AT ALL SIDES OF ROOF 1" WIDE CONTINUOUS SOFFIT VENT WITH INSECT SCREEN 3/4' VERSATEX SOFFIT & FASCIA (T�P.) ROOF DETAIL @ FRONT ENTRANCE Scale: 1 1/2)1 =1'-0" 4" PLY WOOD SUB FLOOR W/J" OAK FLOOR TO MATCH ADJOINING FLOOR FINISHED FLUSH WITH EXISTING FLOQF 2X6 JOISTS 2" RAT SLAB #6 VERTICAL BARS AT 4'-0" O.C. & (2) HORIZONTAL #6 BARS W/16" OVERLAPS. ALL WIRE TIED TOGETHER - 2X6 WALL FRAMING @ 16" 0,C.,J" PLY WD. SHEATHING, FELT PAPER & VINYL SIDING (TYP.) c� GRADE EL 0'-0" 8" CONCRETE FOUNDATION WALL 0 d - CONCRETE 8 FOOTING OVER VIRGIN SOIL CONTINUOUS o #5 BAR (NP) ROOF SECTION DETAIL 2x8 JOISTA & BAND BEAM (TYP.) -- "t 00 ALIGN" FINISHED GYP.BD. CEILING WITH ADJOINING CEILING (TYP.) Scale: 1 1 /2"=1 '-0" - 1/2" PLY. WD. SHEATHING, FELT PAPER, ICE AND WATER SHIELD 2'-0" WIDE AT PERIMETER ARCHITECTURAL SHINGLES TO MATCH EXISTING (TYP.) 3/4" T.G. PLY. WD. FLOOR ALUMINUM DRIP a.........._..........,, EDGE AT ALL SIDES OF ROOF 62 „ 3/4' VERSATEX SOFFIT & FASCIA (TYP.) (2) 2X6's HEADER (TYP.) 2ND FL. AT MASKER BATH SECTION DETAIL Scale: 1 1/2"=1'-0" EXIST FLOOR AND FLOOR FRAMING TO REMAIN. PROVIDE TAPERED SPACERS W/4" SUB FLOOR AND FINISH FLOOR AS SELECTED BY OWNER. FINISH ELEVATION TO MATCH ORIGINAL HOUSE 2" RAT SLAB 2X6 WALL FRAMING @ 16" O,C., "" PLY WD. SHEATHING, FELT PAPER & VINYL SIDING (TYP.) EXISTING FOUNDATION WALL TO REMAIN GRADE EL 0'-0" olip lid TYPICAL SECTION DETAIL Scale: 1 1/2 .... _ ....... __........................ FOUNDATION DETAIL @ FRONT EENTRANCE Scale: 1 1/2 —1 '-0" 1/2" PLY. WD. SHEATHING, FELT PAPER, ICE AND WATER SHIELD r- 2'-0" WIDE AT f� PERIMETER ARCHITECTURAL ALUMINUM DRIP 3" VENT THRU ROOF SHINGLES TO EDGE AT ALL Q MATCH EXISTING SIDES OF ROOF � Q � ROOF (TYP.) O Z Q - - _ - � 2X6 RAFTERS © 1 " WIDE -� r._ 16" O.C. (TYP.) o�N CONTINUOUS O = „ (1 I 2 1 4„ = SOFFIT VENT WITH _�.. W = _ I--- LAV. ` INSECT SCREEN Q L EXISTING I 8„Li—I O FRAMING TO W.C.' 2 Q ��U) z REMAIN TUB 2ND FLOOR HEADDERs TYP. (TYP.) 3/4' VERSATEX = SOFFIT & FASCIA 4" 4 1 (TYP.) �—p R„\ m — GYP.BD. CEILING EXIST 3" VERSATEX FASCIA g" FRESH AIR & SOFFIT (2) 2X6 HEADER 2X4 JACK INTAKE 1ST FLOOR - STUDS SISTERED 2X6 STUDS @ 16" TO EXISTING 2X6 C 0. PLY.WD. SHEATHING O.C. WITH 6" BLOCKING ASEXIST. 4" -- PAPER BACKED REQUIRED TO EXIST. TIE EXIST. HOUSE MAIM FIBERGLAS IN TO HOUSE 60 OZ. ASPHALTIC INSULATION SUPPORT JOISTS EXIST. TRAP PAPER ABOVE VINYL SIDING TO GYP.BD. SYSTEM SEWAGE BASEMENT MATCH EXISTING 1/2" PLY. WD. SHEATHING, FELT PAPER, ICE AND WATER SHIELD 2'-0" WID PERIMETER ARCHITECT SHINGLES MATCH EX (TYP.) 2X6 RAFTI 16" O.C. 2X6 CEILII RAFTERS J" GYP.BC FINISHED WITH ADJ( CEILING (2) 2X4's HEADDER TERRACE SECTION DETAIL Scale: 1 1/2 —1 '-0" ALUMINUM DRIP EDGE AT ALL SIDES OF ROOF 1" WIDE CONTINUOUS SOFFIT VENT WITH INSECT SCREEN 3/4' VERSATEX SOFFIT & FASCIA (T�P.) ROOF DETAIL @ FRONT ENTRANCE Scale: 1 1/2)1 =1'-0" 4" PLY WOOD SUB FLOOR W/J" OAK FLOOR TO MATCH ADJOINING FLOOR FINISHED FLUSH WITH EXISTING FLOQF 2X6 JOISTS 2" RAT SLAB #6 VERTICAL BARS AT 4'-0" O.C. & (2) HORIZONTAL #6 BARS W/16" OVERLAPS. ALL WIRE TIED TOGETHER - 2X6 WALL FRAMING @ 16" 0,C.,J" PLY WD. SHEATHING, FELT PAPER & VINYL SIDING (TYP.) c� GRADE EL 0'-0" 8" CONCRETE FOUNDATION WALL 0 d - CONCRETE 8 FOOTING OVER VIRGIN SOIL CONTINUOUS o #5 BAR (NP) ROOF SECTION DETAIL 2x8 JOISTA & BAND BEAM (TYP.) -- "t 00 ALIGN" FINISHED GYP.BD. CEILING WITH ADJOINING CEILING (TYP.) Scale: 1 1 /2"=1 '-0" - 1/2" PLY. WD. SHEATHING, FELT PAPER, ICE AND WATER SHIELD 2'-0" WIDE AT PERIMETER ARCHITECTURAL SHINGLES TO MATCH EXISTING (TYP.) 3/4" T.G. PLY. WD. FLOOR ALUMINUM DRIP a.........._..........,, EDGE AT ALL SIDES OF ROOF 62 „ 3/4' VERSATEX SOFFIT & FASCIA (TYP.) (2) 2X6's HEADER (TYP.) 2ND FL. AT MASKER BATH SECTION DETAIL Scale: 1 1/2"=1'-0" EXIST FLOOR AND FLOOR FRAMING TO REMAIN. PROVIDE TAPERED SPACERS W/4" SUB FLOOR AND FINISH FLOOR AS SELECTED BY OWNER. FINISH ELEVATION TO MATCH ORIGINAL HOUSE 2" RAT SLAB 2X6 WALL FRAMING @ 16" O,C., "" PLY WD. SHEATHING, FELT PAPER & VINYL SIDING (TYP.) EXISTING FOUNDATION WALL TO REMAIN GRADE EL 0'-0" olip lid TYPICAL SECTION DETAIL Scale: 1 1/2 .... _ ....... __........................ FOUNDATION DETAIL @ FRONT EENTRANCE Scale: 1 1/2 —1 '-0" DESCRIPTION OF BUILDING ELEMENTS NUMBER OF COMMON NAILS NAIL SPACING ROOF FRAMING RAFTER TO TOP PLATE (TOE—NAILED) 3-8d PER RAFTER CEILING JOIST TO TO PLATE (TOE—NAILED) 3-8d PER JOIST CEILING JOIST TO PARALLEL RAFTER (FACE—NAILED 6-16d PER LAP CEILING JOIST LAPS OVER PARTITION (FACE—NAILED) 6-16d PER LEP COLLAR TIE TO RAFTER (FACE—NAILED) 2-1Od PER TIE BLOCKING TO RAFTER (TOE—NAILED) 2-8d EACH END RIM BOARD TO RAFTER (END—NAILED) 2-16d EACH END WALL FRAMING TOP PLATE TO TOP PLATE (FACE—NAILED) 2 -16th PER FOOT TOP PLATES AT INTERSECTIONS (FACE—NAILED) 4-16d JOINTS EACH SIDE STUD TO STUD (FACE—NAILED) 2-16d 24" O.C. HEADER TO HEADER (FACE—NAILED) 16d 16" O.C. ALONG EDGES TOP PLATE OR BOTTOM PLATE TO STUD (END—NAILED) 2-16d PER 2X4 STUD 3-16d PER 2X6 STUD 4-16d PER 2X8 STUD BOTTOM PLATE TO FLOOR JOIST, BAND JOIST END JOIST OR BLOCKING (FACE—NAILED) 2-16d1.2 PER FOOT FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE—NAILED) 4-8d PER JOIST BRIDGING TO JOIST (TOE—NAILED) 2-8d EACH END BLOCKING TO JOIST (TOE—NAILED) 2-8d EACH END BLOCKING TO SILL OR TOP PLATE (TOE—NAILED) 3-16d EACH JOIST LEDGER STRIP TO BEAM (FACE—NAILED) 3-16d 24" O.C. JOIST ON LEDGER TO BEAM (TOE—NAILED) 3-8d PER JOIST BAND JOIST TO JOIST (END—NAILED) 3-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE—NAILED) 2-16d' PER FOOT ROOF FRAMING STRUCTURAL PANELS 8d 6" EDGE/ 12" FIELD DIAGONAL BOARD SHEATHING Of �t 1"X6" OR 1"X8" 2-8d PER SUPPORT 1"X10" OR WIDER 3-8d PER SUPPORT CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS 7" EDGE/ 10" FIELD WALL SHEATHING STRUCTURAL PANELS 8d 6" EDGE/ 12" FIELD FIBERBOARD PANELS Q 7/16" 6d 3 3" EDGE/ 6" FIELD 25/32" 8d 3 3" EDGE/ 6" FIELD GYPSUM WALLBOARD 5d COOLERS 7" EDGE/ 10" FIELD HARDBOARD 8d 6" EDGE/ 12" FIELD PARTICLE BOARD PANELS 8d 6" EDGE/ 12" FIELD DIAGONAL BOARD SHEATHING 2-16d PER FOOT 1"X6" OR 1"X8" 2-8d 6" EDGE/ 12" FIELD 1"X10" OR WIDER 3-8d PER SUPPORT FLOOR SHEATHING STRUCTURAL PANELS 1" OR LESS 8d 6" EDGE/ 12" FIELD GREATER THAN 1" 10d 6" EDGE/ 6" FIELD DIAGONAL BOARD SHEATHING 1"X6" OR 1"X8" 2-8d PER SUPPORT 1"X10" OR WIDER 3-8d PER SUPPORT 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. TABLE R301.2(1)CLIMATE AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND SPEED (MPH) SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP FLOOD HAZARD ICE SHIELD UNDERLAYMENT ABOVE WALL WEATHERING FROST LINE DEPTH TERMITE DECAY 45 PSF 110 C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 13' F NA 2'-0" DESIGN CALCULATIONS DEAD LOAD ROOF = 10 PSF CEILING = 5 PSF FLOOR = 10 PSF WALL = 11 PSF LIVE LOAD (TABLE R301.5) ROOF = 20 PSF FLOOR (LIVING AREA) = 40 PSF DEFLECTION LIMITS (TABLE R301.7) RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH NO FINISHES CEILING ATTACHED TO RAFTERS = L/180 INTERIOR WALLS AND PARTITIONS = H/180 FLOORS AND PLASTERED CEILINGS = L/360 ALL OTHER STRUCTURAL MEMBERS = L/240 EXTERIOR WALLS WIND LOADS WITH BRITTLE FINISHES = L/240 WIND LOADS WITH FLEXIBLE FINISHES = L/120 FOUNDATION NOTES 1) All footings to rest on undisturbed soil. INSULATION Provide insulation with vapor barrier minimum values as follows: Walls R-19 Floor R-21 Ceiling R-38 Windows U-40 3) Vertical #5 reinforcing bars shall be embedded in footing at 4'-0" O.C. maximum, and shall extend the full height of the foundation wall. Horizontal bars shall be #6 evenly spaced, Reinforcing bar joints shall be overlapped 18" minimum. All bars shall be wire tied together 3) All concrete shall be 4,000 PSI minimum. FRAMING NOTES 1) All framing techniques and methods to be as per prescriptive design of 2006 SBC High Wind Edition Wood Framing Construction Manual. 2) Unless otherwise noted, all framing and structural wood material to be Douglas Fir #1. 3) Floors, walls, ceilings, rafters to be spaced at 16" O.C. with blocking at 8'-0" max. O.C., unless othervise noted. 4) All bearing wall headers to be (2) 2X6 headers, (1) 2X6 sill plate, with 2X6 studs spaced at 16" O.C., unless otherwise noted. 5) All bearing wall openings to (2) jack studs and (2) full length studs on each side of the opening. LVL headers shall have (3) jack studs and (2) full length studs on each side of the opening. Bearing wall window sill shall also have (2) 2X6 window sill plates for openings between 4'1" and 6'0", and 2X6 wall openings between 5'11" and 8'9". 6) Provide blocking/bridging in floor joists and roof rafters at 8'0" O.C. maximum. 7) Roof and exterior wall sheathing to be 1/2" thick (4) ply CDX exterior grade plywood. Plywood to cover over plates and headers. 8) Plywood sub floor to be 3/4" T&G PTS Fir or Advantech adhered with PL400 and screwed to floor joists. Finished floor to be installed over sub floor as per manufacturer's instructions/recomendations. 9) All sill plates in contact with concrete to be pressure treated. Sill plates to be installed with foam sill gaskets. 10) The contractor shall furnish and install all angles, brackets, toggles, eye bolts, etc. as necessary to properly support, brace or reinforce all construction materials. ROOF SYSTEM Roof shall be Architectural shingles installed with 60# felt paper base sheet, and 2'-0" wide ice & water shield at gable and eve side, as per manufacturer's instructions/recomendations. �, -- Sw ---'I I I SIMPSON SSP © 16" O.C. OR EQUAL STUD TO TOP- PLATE OPPLATE T I E 3ON STRONG 12 © 16" O.C. QUAL ROOF DIAPHRAGM PERIMETER DETAIL .LL STUD AMING STUD TO STUD AT BANS BEAM CORNER POST — ANCHOR BOLT CORNER POST HOLD DOWN 4L COIL aPPING, _ND 8" R WALL D FRAMING "' ILLY METAL RAP NAILED RAFTER " O.C. ANGERS NOT! HOWN ROOF RIDGE UPLIFT STRAPS N OTE: CORNER INTERSECTIONS ARE SIMILAR WALL STUD FRAMING FULL HEIGHT BLOCKING (3) 1'-6" LONG, EVENLY SPACED WALL BOARD OR SHEATHING SEE PLANS WALL ASSEMBLY NTERSECTIONS ILL BEARING LATE INE OF CONCRETE OUNDATION "X12" ANCHOR BOLT @ 4'-0" O.C. SILL PLATE. ANCHOR BOLT PSON SSP 16" O.C. UK EQUAL STUD TO SILL PLATE T I E N CTE: ARC\-1ITECT V`vAS' N 0 T RETA I F F I EED OL_ ERVATION >EC -DV CES SIMPSON � HOLD DOWN m HD5A @ ALL m CORNER POSTS (OR EQUAL) CORNER POST HOLD DOWN 4L COIL aPPING, _ND 8" R WALL D FRAMING "' ILLY METAL RAP NAILED RAFTER " O.C. ANGERS NOT! HOWN ROOF RIDGE UPLIFT STRAPS N OTE: CORNER INTERSECTIONS ARE SIMILAR WALL STUD FRAMING FULL HEIGHT BLOCKING (3) 1'-6" LONG, EVENLY SPACED WALL BOARD OR SHEATHING SEE PLANS WALL ASSEMBLY NTERSECTIONS ILL BEARING LATE INE OF CONCRETE OUNDATION "X12" ANCHOR BOLT @ 4'-0" O.C. SILL PLATE. ANCHOR BOLT PSON SSP 16" O.C. UK EQUAL STUD TO SILL PLATE T I E N CTE: ARC\-1ITECT V`vAS' N 0 T RETA I F F I EED OL_ ERVATION >EC -DV CES I liz- 6) Q [� 0 }- <z �-- 0 Q (� M C) z 10 W =� 0 Q w 0 z (FRED q ��\5 C��ADENBRC�,y * .`. 077016 OF NE\N T� 0 �— Q� O z Q O Z o I— w 0 Z ``' 0 00 0 w O'� C) a- cii z O �— Ln Of �t Z 0 �� < I U Q LL f -- w 6i U W 1- 0 Z t__L a u� 0 DWG NO: SHEETS IN CONTRACT 5 I