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HomeMy WebLinkAbout37207-Z Town of Southold Annex O�SUFFO[,��Q 8/5/2013 G� P.O.Box 1179 H x 54375 Main Road o Southold,New York 11971 0 CERTIFICATE OF OCCUPANCY No: 36427 Date: 8/5/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 752 Jennings Road, Southold, SCTM#: 473889 Sec/Block/Lot: 54.-6-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/7/2012 pursuant to which Building Permit No. 37207 dated 5/10/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including two car garage, to an existing one family dwelling as applied for. The certificate is issued to White,William&Elaine (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37207 8/1/13 PLUMBERS CERTIFICATION DATED 8/1/13 George Berry, Jr. orized ignature o�g11FFD�,�-COG TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE o . 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) Permit #: 37207 Date: 5/10/2012 Permission is hereby granted to: White, William & Elaine PO BOX 250 Southold, NY 11971 To: Additions &Alterations to a Single Family Dwelling; 2 Car Garage, Mud Room, Kitchen, Basement, Unheated, Unfinished Storage Room, as applied for. ��0y rvc��n 7l ! °1 �13 . / At premises located at: 752 Jennings Road, Southold SCTM #473889 Sec/Block/Lot#54.-6-19 Pursuant to application dated 5/7/2012 and approved by the Building Inspector. To expire on 11/9/2013. Fees: CO-ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $960.80 Total: $1,010.80 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 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. S-- New Construction: Old or Pre-existing Building: (check one) /� 1 Location of Property: Jett,tl i rlA5 �� • c cJ 1�(D r� House No. Stree Hamlet Owner or Owners of Property: V11 Suffolk County Tax Map No 1000, Section Block Lot 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: $ CD Applicant Signa Town Hall Annex p� oGy Telephone(631) 765-1802 54375 Main Road o Fax (631) 765-9502 P.O. Box 1179 0 - Southold, NY 11971-0959 'y�fj�l �a0� roger.richert(d)-town.southol d.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: White Address: 752 Jennings Rd City:Southold St: NY Zip: 11971 Building Permit#: 37207 Section: 54 Block: 6 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: T Best Electric Inc License No: 49446-me SITE DETAILS Office Use Only Residential X Indoor X Basement x Service Only Commerical Outdoor x 1st Floor x Pool New Renovation 2nd Floor Hot Tub Addition x Survey Attic Garage x INVENTORY Service 1 ph Heat Duplec Recpt 17 Ceiling Fixtures 8 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 6 Smoke Detectors 4. Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 11 CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect Switches 11 F17 Twist Lock Exit Fixtures TVSS Other Equipment: 2-paddle fans,5-ARC fault circuit breakers Notes: Inspector Signature: Date: Aug 1 2013 Electrical Certificate.xls o Town Hall,53095 Main Road Fax(631)765-9502 P.O. Box 1179 *A �� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLID CERTIFICATION Date: 3 Building Permit No. 3 ( 30 Owner: 1 m 1112, l -2� (please print) Plumber: 69 eo rat e- (please print I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. VICKI L.LOPER Notary Public.State of New York No.01060'11081 Qualified in Sutia,, -,;,. Comm9s m Expires 61- -IL lumbers Signature) Sworn to before me this n � y Ir' day of 97_ T�" 20 r t &0 Notary Public, ` �ounty � J vs — c0UN1`�,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 --�INSPECTION : ,, .- . eFOUNDATION 1ST [ ] ROUGH PLBG.. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRIC AL) REMARKS: DATE 7Zb �2,dj Y INSPECTOR OF SO�Tyo�o courm,� TOWN OF.SOUTHOLD BUILDING 'DEPT. 765-1802 INSPECTION _ : [ ] F NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: G c— DATE v INSPECTOR courm,N�' TOWN OF SOUTHOLD BUILDING"DEPT. . 765-1802 INSPECTION ... . [ ] FOUNDATION 1ST. [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� �� INSPECTOR, SO�T�olo eOUMY,�c� TOWN OF ZOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTill ��` L) . REMARKS: DAT INSPECTOR �pF SOcou pr�, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 u INSPECTION [ ] 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: DATE l INSPECTOR �' [ pF SOpT�Olo • aQ courm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . - I FOUNDATION 1ST [ ] �NSULATION LBG. [ ] FOUNDATION 2ND [ [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE_C_TRIC INAL) REMARKS: DATE / �� INSPECTO R g� OF SO(/ly0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [` ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECT L (ROUGH) [ ]ELECTRICAL (FINAL REMARKS: �--- J �J l DATE l ?, INSPECTOR 372-40 oF so�lyo�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION .. [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING/STRAPPING [ �4INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: CLA-� c 91 ell 7/DATE INSPECTOR SOUjy�� 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) [ ELECTRICAL (FINAL) REMARKS: DATE 3 INSPECTOR�� M:W r r :�• ; o�o : • a • r r: • y BI DMIA 1 ra r �I ,.i, � o • s o 1 0 e� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 �� Survey SoutholdTown.NorthFork.net PEI Pq Check Septic Form N.Y.S.D.E.C. . Trustees MAY — 7 2012 Flood Permit Examined ,20 I� Storm-Water Assessment Form BLDG.[)EPL Contact: Approved S_— Jo ,20 I'� TOWN OF SOUTHOLD Mail to: OLk n s c4 T)ivtl4i✓ Phone: Expiration u 9 ,20 �3 Building Inspector APPLICATION FOR BUILDING PERMIT Dates 20—L12- INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of,Building Permit. d.Upon approval'of this application;the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized,has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter, a new,permit shall.be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all,applicable laws,ordinances,building code,housing code;and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing"address of applicant) ' State whether applicant is`owner, lessee,*agent,architect,engineer,general contractor,electrician,plumber or builder �eSr`�.ev Name of owner of premises �yr `�- (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 p oposed work wil be d ne: `�5a- I apl" ac� House Number Street Hamlet County Tax Map No. 1000 Section 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 occupancyQ b. Intended use and occupancy wl- Gl-41"W 6ar� 3. Nature of work(check which applicable):New Building` Addition X Alteration Repair Removal 'Demolition Other Work (Description) 4. Estimated Cost SO, 6Vi7 Fee s ' (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage', number of cars 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Fronts-=.�_. Rear SO- D Depth �8 Height '-0" — Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth �Y3 ' Height Qp&` `7 Number of Stories a? 8. Dimensions of entire new construction:Front j -d Rear O Depth c05 L/O" Height o'�(� Number of Stories o"? 9. Size of lot:Front Rear Depth 3620" 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law,ordinance or regulation?YES NO K 13. Will lot be re-graded?YES N04Will excess fill,be removed from premises?YES NO 14.Names of Owner of premises i- - Address Sov41,,o /o/ Phone No. Name of Architect ProVl.i in Address G1, e j4E r IEJ22�d 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 \,6 *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_',C * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Ill Wl ld fll- being duly sworn,deposes and says that(s)he is the applicant (Name of indi 'dual signIng contract)above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the eS14�lti.Q�/ No.01 BU6185050 (Contractor,AgerW,Corporate Officer,etc.) Qualified In StNellF6ednty- — Commission Expires April 14,2_ 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. SwTtq before me this L-f"�1 day of 20 Notary Public Signa of Appl cant Town of Southold - Chapter 236 - Stormwater Management VSWPPP - Storm Water Pollution Prevention Plan Assessment Form GENF�RAi• INFORNiA ON: (A H Requested Information is Required for a Complete"Application) APPUCAK NAME: Owner-Agent nsultan-Contractor Other.(Clrcle One) Property OWNER (immerent than Applicant) " i. Oe,om _ V 1 Address: D ' OV eA nda OJ Telephone Fax Telephorka Fain E-Marl: W 1 e 1 — GO E-Mail: iI Property Address: J C1I/�t Yl S gk• Brief Description of Construction Activity,Proposed Stmchnal BN[Pa Soil s c T.M.rrt SiabaLzatron BMPs,ProjedScope and/or Sequence of Construction Activity 911f10 NeeduQ opt Pages Name of Contractor andfor Contact Person Responsible for implementation of SWPPP: Address: - _ _� _�-_""'�'Vr ------ Telephone fk Fax# -- IJ�� __ __w _ Y_ E-Mall: __lLt_1tOh�x ------ -------------------------------------------- Name of Persons Responsible for Installation&Maintenance of Erosion control Practice: Address- Telephone ift Fax ft ---------------------------------------_-_-- E-Mail: -------------------------- _---------------- ToUlAreaofAl Total Area of LandCaaftq -'------------------------. __._____. .__.__ i Project Parcels: {/ andfor Gmtmd Disdabance ✓ r• (3F.rAces) {aF -------------------------------------------- ProjectDuratiom Start End -------------------------------------------- £ (Anted) Hate Hate: I 0 __________________________________ ___ _____ traweer« oays) Wfll this Prolect Disturbs five(5)or More Acres at Q "`-_______ __.___ __.._ _-.__________________ Any One Time During the Proposed Development? Yes ____ _______________________________________ tfYES:Please Answer the Followin9! ___._s.__.._____._.,__..__..__..____..______.._-_-____ a. Does the Applicant have a Qualified Inspector On Q Q Shall To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site Q Q List the NAMES or description of all Potentially impacted Waterbod'ss and/or Wetlands Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPP Adequately Identify All Temporary Q ---t0- _----------------- ---.--...- -----__- and/or Permanent Boll Stabaliz-ation Measures? Yes No - d. Does the SWPPP Adequately Identify a Complete _.....--------•--------------- Project Phasing Plan? Yes No states of Impacted watereody:(eg.TMDL,303(d)L614 Impaired-) e. Does the SWPPP Indicate Additional Site Specific Q Q Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of tapaeted waterbody leg.Lake,Creek tray,Pond,Souml,FreshxraterwetiarM_) Of Intent and SWPPP Acceptance Form for Review '= Q by the Town of Southold? Yes No CONNIE.D._BUNCH STATE OF NEW YORY, Notary No.01 BU618Of IN COUNTY OF........................................... SS 50 Qualified in Suffolk County That I................Vat. ..... ...............being duly sworn,deposes and s M101 Re p��rncaritgb? t; (idi signing ) Andthat he/she is the ........................................._ ... - ..................................................._ (OL—r, on rAgent,Corporate Officer, Owner and/or representative of the 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 herewith. Sworn to before me this; l ...._....... .`�............. day'of ..N��A ................. Notary Public: .............. ........ p... .... ........... .................... ........ .....P�, .................. SWPPP Assessment FORM: 03-12 j o��aF SD�jTy T°wn Hall Annex 41 J Telephone(631)765-1802 54375 Main Road P.O.Boar 1179 Q roQerrichert(aown sout�loQ ny us Southold,NY 11971-0959 ' WELDING DEPARTMENT TOWN OF SOUTHOILD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Date: ,3 Company Name: l a e S -- L eG-T--, C, Z(Lc Name: -TGi G c� s --::s" Z)eST License No.: [� Address: . 39 NSW I IS 5-T . CCU-Fe.r N���c1�es NYIlg3y Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: l d e,nl c_ -e , *Address: 5 �c�/L lL 1 �Lq S C'C�.. , c3 U o L D �/ l 7 *Cross Street: p-T � . *Phone No.: -f 51 CO 5 13 S-7 Permit No.: 3 7 o-CD Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) �0 L C' �A k:. c�d d i Totw (Please Circle All That Apply) *Is job ready for inspection: 09/ NO. ough in Final *Do-you need a Temp Certificate: YES/( Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82-Request for Inspection Fofm �O'0F SO�Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • iQ Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD July 31, 2013 William & Elaine White PO Box 250 Southold, NY 11971 Re: 752 Jennings Rd., Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enc o Electrical Underwriters Certificate. (contact your electrician A fee of$50.00. Final Health Department Approval. L ,f Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37207 —Addition/Alterations BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: Date Reviewed. Applicant: Owner: B , Areh4teet/Engineer: Estimated Cost: SCTM# 1000 - - _Subdivision: Zone: Conforming? Property Address: City: Pre COs? Building Permits (Open/Expired): BP -Z/Go Z- ,Info: BP -Z/C/O Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- Info: Single& Separate Search Required? Y o Determination: SToRM //t-rE ;_:R_t4N ,F F: REQ. Lot Size: ACT. Lot Size: REQ. Lot Cov. oZ o°To ACT: Lot cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear REQ. Height. 357" ACT. Height R E 4, BOTH SIDES A C T Project Descri tion: Waterfront? Y or V ) Gt� If yes, water body: Panel# trod Zone: &"Bilkhead/Bluffbistance: ADDITIONAL APPROVALS REQUIRED ?LAN S(+f) SIGNED, SErILED ® SuPVE oR sirE PI-AN Suffolk County Health: Y orW- If yes, *Bed#: _ *Date: _/ / *Permit#: Town Septic: Y-NI - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC9/1/75 Y Or(�)V- Date: / /_ Permit#: or NJ Letter- Notes: Southold Trustees: Y o1'o- Date: _/ /_ Permit#: or NJ Letter-Notes: Southold ZBA: Y or& Date: / /_ Permit#: -Notes: Southold Planning: Y o& Date: =/ /_ Permit#: -Notes: Town Landmark C of A: Y oaDTE: _/ /_ *NYS CODE Compliance(page 2): Y or N CONTRACTOR �ic�NSt DIS/1BILITY �.1/4Bit.ITy 1A/oll'C/'/ENS COM 10AI / e � Notes: a Fee Structure: Calculation:, •� Foundation: �02® SF 9 ® 02 X $ `/_$ 7 6 ®, gro First Floor: 0 SF + Initial Fee: $ a-D a , O 0 Second Floor: --- SF +Additional Fee (_�: $ Other: SF SF X$ , _$ Total: SF +Initial Fee: $ +Additional Fee ( �: $ C o� © FEE) .sUe �O As B to I T T FEE TOTAL: $ / � of ?0 NEW'PORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC-DESIGN CRITERIA: Ground Snow Load:ZO Wind Speed: 12OMPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H' Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: YIN WALL STUDS: YIN GUIDERS: YIN CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RATTERS: YIN LUMBER SPECIES AND GRADE: Y[N WINDOW AND DOOR SCHEDULE: - MISSLE TEST REQUIREMENTS- Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N TENT 4%: YfN NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF DIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN: YIN CERTIFICATION: Y/N .ENERGY CALCS:�1 �I�ESCNECK,� , of Q TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) _77- N%F STRICKLAND l 1�1.7e' %"�NIF � N 46' is' ao" KRAUS y 42 44 �. 46 48 52 50 {{ 54 NSF I. .. BARKLEY 56 VACANT, 58 . i NIF KELLER - gCANT l.o s' ,S' 7•p 2 � 1 rE._!_QR ENT / c t y t �. p/' STORY CK .. 23.3 EC 2.p 1 _ _ E 3y HIoa0 DECK LOT 1 / Kr/aa/c/nc a MAP OF t , I OAK RIDGE Brtic7r j , � sroov f� svoon srEvs �= S 56 b I I SOUTHOLD FM, 3555 FILED APR 30, 1:962 54 1 ,1A /74 C EAN U7. say: / 50 a ci CE'SSP 6 48 0An raNK TESThI .LE CE SP� LOCQTIO y . /N%: o O. a•25' ootl w 155.0 77E= 150.'06' : ss o : JENNINGS - ROAD .- '-ASPHALT RD. (PRI VA TE) :VACANT • 3 L 2_ IQ-APRIL `MUSE,:NIEL,L,;SANITARY t l 29:.ju 99 LQCATE-I'QURED <CONC _QALW IL CREScheck Software Version 4.4.3 NJ( Compliance Certificate Project Title: White Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 7% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Jennings Road Nancy Dwyer Design Consulting,Inc. Southold,NY Southold,NY • ei. • e- Compliance:28.2%Better Than Code Maximum UA:202 Your UA:145 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblynt. Glazing —Llk� or or •• Perimeter • Floor 1:All-Wood JoisttTruss:Over Unconditioned Space 822 30.0 0.0 27 Wall 1:Wood Frame,16"o.c. 1150 19.0 0.0 65 Window 1:Vinyl Frame:Double Pane with Low-E 75 0.320 24 Ceiling 1:Flat Ceiling or Scissor Truss 822 30.0 0.0 29 Compliance Statement: The proposed building design described here is consi ent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building ha _en designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 an#atilfe man ory requirements listed in the REScheck Inspection Checklist. %ir. Pam, , Name-Title Date Project Title:White Residence Report date: 05/07/12 Data filename: Untitled.rck Page 1 of 4 a� 0 m � z rn E � o o � N IL/ O N O z ►� p 5eCC ON N A N — i N -s TW2 G- N z RELOCATE[)FROM EXISTING LAUNDRY KM. - W I LANIDING c� N - NEW CONSTRUCTION I `� m Z O TW284G- FWG80G I I - RELOCATED FRO 3 Q RELOCATED FROM SCREENROOM EXISTING LAUND RM. ~ W - = DONvN R-30 INSULATION WALL LEGEND: CLOS 28G8 WALL TO REMAIN N 42" TRIMMED z Z 24G8 24G8 — o OPENING - ------ WALL TO BE REMOVED O to o r �_ t W EXPANDED KITCHEN 4,-0 ci NEW CONSTRUCTION p MUDROOM = FL o N 2"X G" FRAME m N AS EXTERIOR- R-19 INSWATION U 180 SQ.Fi. 19 > — b W/ 1 LAYER i" PLYWOOD p = _ NEW FAMILY ROOM ❑.i m 2 3- 0' LVL FLUSH HEADER _ �p U z �_ N SHEATHING TO MATCH CONSTRUCTION G09 SQ.'T. x — ry_ OF EXISTING EXTERIOR WALLS; — N — PROVIDE I LAYER.z' GYPSUM BOARD — laundry under ( �j ON INTERIOR5IDE c\j icounterto O DRYER WASFIER 0 = I 2"X 4"STUD FRAME W N caT�ine�s�countert �9 W u"'' m R/F upper cabinets abo 3 — '77777"T, AS INTERIOR- I LAIR,2" GYPSUM z o z z aU BOARD ON EACH SIDE; USE N MOISTURE RESISTANT BOARD IN i U ALL KITCHEN €MUDROOM AREAS z z 0 TW2032-2 USE CEMENTBOARD ON ALL W x ~ 5'-a' vo SURFACES TO RECIEVETILE z —_ 00 3 O v ® PROVIDE 3- 2"X 8"HEADERS z Ln O LINE OF CEILING BREAK ABOVE ALL WINDOWS*DOOR5 U � ISLAND IO-a �, UNLESS OTHERWISE NOTED; MATCH J aj NEW WINDOWS TO EXISTING HEADER z HEIGHTS = EXISTING KITCHEN TO z ° 2G-0" O REMAIN; RELOCATE FRJDGE N 4'-4" HDR. HT.THESE WINDOWS G'-1" HEIGHT @ FRONT WALL PROVIDE NEW ISLAND W O p ��Q A551 A55 1 m 2X4 RJZ �{ 0 / • b U — III -V V = I3RAC� o I \ i ® 16 UC ti 22" 10" HEADER cv,J _ m O 3_511 OOF 10 I S CATION I O_1, 3'_5" EXISTING 1 O'-01 V-0 EXISTING PORCH 271-01 OTO REMAIN U FLOOR PLAN SCALE: 4' W z J m <n (s) . U 0 Q U z z z o U OF MIR. LU M xh` PAGE: 058221 q) -21 a� m m O N o ZO O O w U Z lu N 0 N — to O � N � 1 2" X I I Z" LVL RIDGE; N �_ O 4 8 APPROX. RIDGE HEIGHT z -91MIP50N C520 —' — — J LLJ Q � CONNECTOR(TYP.ALL) U Q } a o � om \ ARCHITECTURAL ASPHALT \ ROOFING WITH 15#FELT OVER 4" CDX PLYWOOD Z WITH ICE*WEATHER5HEILD O_ 12 G @ PERIMETERS VALLEY` 2-2' C.B.THRU 9 ATTIC Q C.T. * R.R. (TYPICAL �/ BOTH EN D5) �� w FASCIA HEIGHT TO ALIGN R-30 INSULATION VENTED 2 WITH EXISTING BAFFLES BETWEEN RAFTERS — — I I8 LVL C.J. @ I G"O.C. R 301 INS ION PLATE HEIGHT o z O PROVID BLOCK 3- 2"X 8" HEADER ABOVE 0 -2 WEB 5TI FENER ALL NEW WINDOWS; Lu HEADER HEIGHT C) +a SIMPSON C520 STRAPPING — FAMILY ROOM :"i m 2"X G"STUD WALL @ Q2' GYPSUM BOARD 16" O.C. W/ R-19 INSULATION, N TYPICAL AL[AFEA5 GYPSUM BOARD 1D B' CDX PLYWD. SHEATHING — NOTE: W/'TYVEK' HOUSE WRAP; ALIGN FINISH FLOOR HEIGHTS SIDING TO MATCH HOUSE in NEW WITH EXISTING LL..I N 4" PLYWOOD 5UBFLOOR FIRST FLOOR PROVIDE SIMPSON _. ._ W W R 30 INSULATION 92' LVL F.J. @ 16"O.C. CS 16 STRAPPING _ _ Q— z m GARAGE CEILING j GA GE 4- 14"X 92 LVL 2- 2 X 6 ACQ SILL PLATE APPROX. BACK GRADE N z Z UNHEATED, I NFINI5HED DROPPED GIRDER OVERTERIMITE 5HEILD z W G-)—• — OVER SILL SEAL; 3 z" COLUM BURIED IN 2"X G" `,5TU WALL @ PROVIDE 51MP50N C520 FOUNDATION HEIGHT O i 2'-0"X 2'-0" 1'-0"POURED I G" O.0.W/�'-1 9 INSULATION,b W/ LPT4 CONNECTORS b z CONCRETE TOOTING (YP.ALL) GYP5UN4 BOARD U z II I 5i CDX PL*D. SHEATHING 8' DIAMETER ANCHOR BOLTS 7' N 9 8'-0"X -0"DOOR W/ 8 W/ 7" MIN. DEPTH 48"O.C. v W/7YVEK' H USE WRAP; @ z 3- 1 a"X 9 2 PITCH SLAB TOWARDS' LVL HEADER I 4" P.CONC. SLAB ON 51DING'TO �ATCH HOUSE W/ MIN. 3"X3'Sce'WASHER @ PLATE ABOVE C520 STRAPPING I I COMPACTED FILL WITH O " I I II DooR @ 8"/FT. W.W.M. 6 X 6/ 10 X I N s II GAUGE WIRE 8" POURED CONCRETE GARAGE SLAB GARAGE GRADE z FOUNDATION WALL W/ — — O O 11 I'-4"X 8" d. FTG.; PROV. m 0 2-#4 REBAR IN FOOTING o 0 m 3-0" BELOW GRADE m m _ (TYPICAL ALL AREAS) FOOTING DEPTH BUILDING SECTION "All SCALE: 4" = 1'-0" U DESIGN LOAD CALCULATIONS z MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) EXTERIOR BALCONIES GO z W DECK5 40 ALTERNATIVE FOR OPENING PROTECTION ATTICS WITHOUT STORAGE 10 ch WOOD STRUCTURAL PANELS WITH A MIMMUM THICKNESS OF 7/1 G"AND MAXIMUM PANEL SPAN OF 8'-0" � ATTICS WITH STORAGE 20 TABLE R3 0 1 .G ! SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS 1J ROOMS (OTHER THAN SLEEPING ROOMS) 40 SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. SLEEPING ROOMS 30 (REFER TO SECTION I GO9.1.4 AND 1 GO9.G.5 AND TABLE I GO9.1.4) ALLOWABLE DEFLECTION OF 5TRUCTURAL MEMEBERS STRUCTURAL MEMBER ALLOWABLE DEFLECTION TABLE 1 G09. 1 .4 z O CRITERIA FOR CALCULATION OF DEAD LOAD ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. Rafters havincj slopes cjreater L/180 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS Z z � ARCHITECTURAL GRAPHIC STANDARDS than 3/I 2 with no finished ceilin z o FASTENER SPACING(INCHES) ! ^ � attached to rafters PANEL SPAN<21-2'-0"<PANEL 4'-0"<PANEL G'-0"<PANEL SNOW Interior walls t partitions H/180 FASTENERTYPE O" SPAN<4'-0" SPAN<G'-0" SPAN <8'-01 (1 0 ( J Floors plastered ceilm s U3G0 1,, co q-tv Q GROUND SNOW LOAD 45 lbs. 2 it/r' aGwooDscREws IG IG 12 9 All other structural memebers L/240 HER '{� r SEISMIC Exterior walls with plaster or H/3GO 2 1I/2" #8 WOOD SCREWS I G I G I G 12 DESIGN CATEGORY B stucco finish / A.1fH15 TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF ' Exterior walls - wind loads with L/240 HEIIGHT OF 33'-0"OR LESS WIND brittle finishes B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. �� _ / PAGE: WIND SPEED 1120 mph Exterior walls- wend loads with L/12O C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE a 1 ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL Q5g`LZ 1 ,f EXPOSURE CATEGORY 113 flexible finishes CAI PACITYOF49O LBS. ARQF 7 WHITE RE51DENCE (n N O Diu p t— O LLJ N C J lu — Z lu I� (( Q NEW CONSTRUCTION z O L 0 El Lu Q Lu c9 oC � � s 3 Lu s D _ O L.L l() Lu N Lu z — , LLLLLL ILE z z z Lu �- z z El -LILM X15TIN A5 IF-I:E::Hl A I z -� dill 0 0 = c� 0 (10 0 x I o m O �C4 C z OCCUPANCY OR - ELECTRICAL PLUMBING o USE IS UNLAWFUL ALLRLUMSING WASTE J'LUVBER CERTIFICATION R/ WITHOUT CERTIFICATE INSPECTION R QUM ED WATER LINES NEED ONLEA.D CONTENT BEFORE LLB z FRONT ELEVATION TESTINGBEFOIIECOVERING CERTIFICATE OF OCCUPANCY OF OCCUPANCY J-„ -_ I -o ATER o SCALE: 4 SUPPLY SYSTEM CANNOT L RETAIN STORM WATER RUNOFF -7COVED AS NOTED EXCEED 2110 OF 1% LEAD. U z PURSUANT TO CHAPTER 236 DO NOT PROCEED Y6�,TH A7 B.P.#37�o z (� z OF THE TOWN CODE. FRAMING UNTIL SUnVEY ��D g Q OF FOUNDATION LOCATION w-: BY z z a HAS BEEN APPROVED. R-- DING DEPARTMENT-AT-- �. ._II§u2 8 ANI TO 4 PM FOR THEE (6, OWING �N.SPECTIONS COMPLY WITH ALL CODES OF : �� FOUNDATION-TWO REQUIRED, OF NE LL1 NEW YORK STATE & TOWN CODES FOR PQURED CONCRETE ' y Q AS REQUIRED F ROUGH-FRAMING,PLUMBING, � ST RAPPING, ELECTRICAL&,CAULKING, # OLD TOWN ZBA INSULATION SOUTHOLD CANNING BOARD 4. FINAL-CONSTRUCTION&.ELECTRICAL r' A + I MUST BE COMPLETE FOR C.O. ; PAGE: SOU t00 TRUST 4LL CONSTRUCTION,SHALL MEET THE FtbOIREMENTS OF THE CODES OF WEW ®A ®38221 S.DEC XORK STATE (40T RE�'Fl" .. . 90FESSION� N Z — � O Lu p J (n N C lU Q — U' Z U-1 Lu ® Z 0 F-- Q Q LJ II IIII I I Q � � Z � � Z W 6' O —. .— in W N — — Lu LLJ z � TIG z z z UA EX TI G LLHIII I 8 6 28 6 I O � z z U � o (s) � O o X 0 m 3 0 co U z � 51 DE ELEVATION W z SCALE: 4n = roil .~J m (s) . U O Q U z z z o cD OF 1LJ �o E s g PAGE: ®'O9 0�020 �v\ sslot, 2 N N Z — a� O Lu O Olu N C W — � 0 Z W Lu (U c� Ci NEW CONSTRUCTION z O 0 0 Q ® DECORATIVE CUPOLA W HL ILLLULU Ll H, I dlLLLaiu ILLLLLLL O rt] c>7 N L.L t.C) Lu N FASCIA LINES TO ALIGN ACROSS BACK OF HOUSE D (O Q.._ i V - z z ❑❑ I�� z z I I III I I I I I I I I I I I I ❑❑ LJLJELUL U TW2846- TW2846I - LIM LRELOCATED FROM RELOCATED FROMLM Z UND J N EXISTING LAUNDRY RM. EXISTING LARY R1 . FW gD I I _ ❑❑ D I V J II I I I I II I I I I II I I SC E O M L tulLULL SIDING,TRIM 4 CASINGS Lmu TO MATCH EXISTINGILH I I I I I I rOl co O v x O m O W 0( 11 U z � U � LD J m BACK ELEVATION SCALE: 4" = I'—O" U z z U Q z z z o (,D of NEW w C) x C_ PAGE: 088+22" A��FE S S10��� 3 Z N H p 0 O 0 N C SECTION _1 Q A 27'-0' U z_ NEW CONSTRUCTION Q Lu : . PROVIDE SIMPSON PHD5 _ `' '• C1 C1 d= �' :•� HOLDDOWN (fYP. 2) � LANDING I o'_0 2868 ANCHORS AT ALL CORNERS THROUGHOUT PKOV. EPDXIED#4 STEEL v KEBAK VERT. @ f 2"O.C. m UP m 3068-PROVIDE 45 MINUTE 8' DIAMETER ANCHOR BOLTS z INTO EXISTING FOUNDATION 3'-4" FIRE RATED DOOR WITH W/7" MIN. DEPTH @ 48"O.C. O WALL 4,NEW WALL ABUTTING DOOR SWEEP SELF CLOSING HINGES,STEEL JAMB W/MIN. 3'X3'Sr"WASHER @ PLATE �— � ALIGN (TYPICAL ALL AREAS) Q N C9 LLJ 8'-O"CEILING HEIGHT o Q 2 68-PROV/IDE 45 MINUTE TO UNDERSIDE OF JOISTS °? 8" POURED CONCRETE �/ p FI RATED DOOR WITH 4 '- FOUNDATION WALL W/ m R-30 INSULATION; C9 S LF CLOSING HINGES, b, 1' 4"X 8"d. FTC.; PROV. z 4" P. CONC. SLAB D ORSWEEIP t STEEL JAMB O v PROVIDE 8" FIRE RATED '� 2-#4 REBAR IN FOOTING ON COMPACT FILL; O DRYWALL ON CEILING (TYPICAL ALL AREAS) O K-19 INSULATION - OVER GARAGE AREA w In - $/tSEME/J I z C17 DAMP PROOF PERIMETER o EXISTING WINDOW TO -' OF FOUNDATION WALL m � cn BE REMOVED; BREAK THKU w WALL UNDER AND ALLOW FOR I I o " m (TYPICAL ALL AREAS) I I m 4- 1 4"X 92° LVL DROPPED GIRDER o Q ACCESS INTO NEW BASEMENT — - --•—• -=0 —: :—: :—: I >� O N PROVIDE BEAM POCKET IN o _ FOUNDATION WALL; SIZE , Lu z S/D 3 2" COLUMN BURIED IN A5 REQUIRED TAR ALL �/ N z F z N 2'-O"X 2`-O"X I`-O"POURED SI DES (TYP. BOTH ENDS) N LLJ 0 p :y: GRRh6_E SLAB (690 5.f.) CONCRETE FOOTING (TYP. ALL) W IJ_1 ILO 4"POURED CONCRETE SLAB Q_ z m tom- U ON COMPACTED FILL WITH o — � Q W.W.M . GXG/ IOX 10 EXISTING BASEMENT GAUGE WIRE(TYP. ALL AREAS 0 =1v m FOUNDATION WALL LEGEND: z AREA TO REMAIN a� WITHIN GARAGE) C) N o EXISTING FOUNDATION z 1LJ In g o WALL TO REMAIN — 0 O O ' ^ Z ° U 0 O WALL TO BE REMOVED z z � — z - 8"POURED CONCRETE 9 _ _ FOUNDATION WALL O 0 3- 9z" LVL HEADERS ABOVE DOORS WITH P-4"X 8" FOOTING z :o_ O 8 O X 7-0"DOOR o' PROVIDE 3- 2"X 8" HEADERS D I II " - U m ABOVE ALL WINDOWS t DOORS UNLESS OTHERWISE NOTED; G'-8"ABOVE SLAB 3'-0"POURED CONCRETE O APRON @ GARAGE DOOR SECTION A 27'- ' EXISTING PORCH STRUCTURE TO REMAIN GARAGE * FOUNDATION PLAN U SCA I '-O° w zLn o � . Q z z z o OF HE lt_1 05920 G� PAGE: rEsslo 4 N Z N tu O O N secnoN 00 z N C A 0 ((� IL Q — 2 G'_9" TW28 - RELOC TED FROM Z EXIST! JG LAUNDRY RM. L W LANIDING (8 NEW CONSTRUCTION m I m Z O TW284G- I I Q FWG80G I I - / RELOCATED FRO RELOCATED FROM SCREENROOM EXISTING LAUNDR RM. W ' ' DOWN R-30 INSULATION WALL LEGEND: 7-8" L CL05 28G8 28G8-INSULATED WALL TO REMAIN Q O O w DOOR W/SWEEP Z 24G8 24G8 — o U O Z d WALL TO BE REMOVED c O m o X EXPANDED KITCHEN �y 4-0 l�lJN D �y U NEW CONSTRUCTION MUDROOM E�T� F O 2"X 6"FRAMEo U 180 SOFT. ° c�N FIN ISN ED STo�tK �v z; b1 AS EXTERIOR- R-19 1 NSLUATION 3- 92"LVL FLUSH HEADER -`�-�O = U FUTURE FINISHED ROOM z @ m � J W/ I LAYER 2" PLYWOOD Qo _ Go9 sQ.rT. �_ N / SHEATHING TO MATCH CONSTRUCTION [ x I OF EXISTING EXTERIOR WALLS; N PROVIDE I LAYER 2"GYPSUM BOARD laundry under ( �j countertop ON INTERIOR SIDE U N DRYER WASHER FL W N WF cpnsaountert i9 2"X 4"STUD FRAME ' upper cabinets abo �! W W PP w '�� AS INTERIOR- I LAYER2. L'GYPSUM m b I a z BOARD ON EACH SIDE; USE z MOISTURE RESISTANT BOARD IN ff D� ALL KITCHEN MUDROOM AREAS z V d >< O TW2032-2 t, USE CEMENTBOARD ON ALL — z I x ~ SURFACES TO RELIEVE TILE z W S I �v U O — z ® O V Z _ PROVIDE 3- 2"X 8" HEADERS z rJa C la o LINE OF CEILING BREAK ABOVE ALL WINDOWS d DOORS U ISLAND n UNLESS OTHERWISE NOTED; MATCH _ NEW WINDOWS TO EXISTING HEADER L EXISTING KITCHEN TO z HEIGHTS REMAIN; RELOCATE FRIDGE 26 , �1 1 N 4'-4" NDR. HT. THESE WINDOWS G'-I" HEIGHT @FRONT WALL O z t PROVIDE NEW ISLAND —� 2x41 RR �e A551 U A551 O I G" OC �� BRACKET N U o 2- 2 10" NEADER_ cv I In D' O2r OF S CTION 10, 1., O-1• 3'-5" - EXISTING 1A I P 8'-6" 10'-O" 8'-01 J 6271-11Y-' EXISTING PORCH ' a TO REMAIN U z � F17:1 fLOOK FLAN SCALE: 4 I'-O" z � W J m >- z Q U z z z cD OF W t- . c- PAGE: ®22 5 � �1 Z N g o SECTION � � O A 0 O N C J 0 Z c MATCH EXISTING OVERHANG, SOFFIT AND FASCIAS 12 Z O CL; 9 LU JP�� x U N O �w - O > -l0 x — z `�2 TYPICAL ALL LAYOVERS - N 14"X I 1 8" LVL RIDGE p w p EXISTING R.R. 2 BOLT TO RAFTERS W/g � TO REMAIN I LAIC, t WASHERS 12"X I I g" LVL. RIDGE _ ARCHITECTURAL ASPHALT ~ :�i m N OVIDE FLASHING ICKET ROOFING WITH 1 5# FELT AT F INTERSECTIONS 12 OVER 4"CDX PLYWOOD v O \ I 02 q 9l WITH ICE t.WEATHER SHEILD o = O @ PERIMETERS VALLEYS x _ ^^ - \ I x O N l / Lo \ I N O = W N \ / 9 12 N@� � Z �Z Q zW ' z z N z Lu i O z � z EXISTING RIDGE I U ._. ._._._._._._. DROPPED PLATE HEIGHT z L I -THIS WALL . O � ° I � O � 0 I U m I ° • SECTION � A o I I � I ROOF f KAM E PLAN O o f SCAM: 4" = 1'-0" U • � Z C9 W i I o � � U z z OU Z I Q I z z o \A� OF NE 0 (f cn OpH R , LLJ r 088W �� PAGE: ��FESSIO�P - 6 N — N Z w 0 N C w T) — L 14"X I 1 8" LVL RIDGE; APPROX. RIDGE HEIGHT z SIMPSON C520 —' '— Q LU CONNECTOR(TYP. ALL) o o a ARCHITECTURAL ASPHALT ROOFING WITH 15# FELT OVER 4"CDX PLYWOOD z WITH ICE t WEATHER SHEILD O 1 2 / C \ @ PERIMETERS t VALLEYS Q 2-2"C.B. THKU 9 o G.T. 4.R.R. (TYPICAL j Q BOTH ENDS) \��� j \ C9 NZ /// I FASCIA HEIGHT TO ALIGN R-30 INSULATION t-VENTED 2 X �� WITH EXISTING 4 °; BAFFLF-S BETWEEN RAFTERS -— -- 118" LVL C.J. @ I G"O.C. R-30 Ili\ISU ION PLATE HEIGHT o z PROVID BLOCK 3- 2"X 8" HEADER ABOVE _ O WEB STI FENER ALL NEW WINDOWS; � HEADER HEIGHT p +� SIMPSON C520 STRAPPING D BONUS ROOM {° UNHEATED, UNFINISHED 2"X G"STUD WALL @ I G"O.C. W/R-19 INSULATION, N GYPSUM BOARD t 8°CDX PLYWD. SHEATHING —_ NOTE: W/ TYVEK' HOUSE WRAP; � I ALIGN FINISH FLOOR HEIGHTS 1 SIDING TO MATCH HOUSE � N i NEW WITH EXISTING 1 W N "PLYWOOD SUBFLOOK FIRST FLOOR 4 PROVIDE SIMPSON —• •— 4 LU LU m R-30 INSULATION 92" LVL F.J. @ 16"O.C. CS I G STRAPPING _ _ Z � GARAGE CEILING v ' GA GE 4- 1 4'X 92" I LV I APPROX. BACK GRADE N Z z It GIkZD R 2- 2"X G"ACQ SILL PLATE DROPPED UNHEATED, UNFINISHED Ej OVER TERIMITE SHEILD — z OVER SILL SEAL; —• O 3 CZ 2°COLUMt BURIED IN 2"X G"STUD WALL @ PROVIDE SIMP50N C520 FOUNDATION HEIGHT } i 2'-0"X 2'-0" 1'-0"POURED 16" O.C. VV 19 INSULATION,o W/LPT4 CONNECTORS b z II CONCRETE FOOTING (TYP. ALL) GYPSUM 150 RD =i U z 5 CDX PL*D. SHEATHING 5' DIAMETER ANCHOR BOLTS J C�j 8'-0"X 7'-0"DOOR W/ II 8 W/7" MIN. DEPTH 48"O.C. v Z W/'TYVEK'.' H USE WRAP; GQ 3- 14"X 9 'LVL HEADER i 4"P.CONC. SLAB ON SIDING TO ATCH HOUSE r W/MIN. 3'7C3"x2"WASHER @PLATE n T- ABOVE t C520 STRAPPING II COMPACTED FILL WITH I PITCH SLAB TOWARDS O v ' DooR @ a^l IT. W.W.M. 6 X 6/ I O X I N Z I GAUGE V✓IRE 8 POURED CONCRETE GARAGE SLAB GARAGE GRADE FOUNDATION WALL W/ I'-4"X 8"d. FTG.; PKOV. m 0 2-#4 KEBAK IN FOOTING b o in 3'-0" BELOW GRADE m to — (TYPICAL ALL AREAS) FOOTING DEPTH, .— � BUILDING SECTION "A' SCALE: 4' = I'-O" U DESIGN LOAD CALCULATIONS z MINIMUM UNIFORMLY D15TPJBUTF-D LIVE LOADS(IL-sf) Ln EXTERIOR BALCONIES 60 DECKS 40 ALTERNATIVE FOR OPENING PROTECTION W ATTICS WITHOUT STORAGE to —I M COD ETP,UCTUP.A.L PANELS',VITH A N11N11-JUN1 THICKNE55 OF 7/1 G*AND NIAYIP:1U1`A PANEL`;•PAN OF 6'-O' Lp ATTICS WITH STORAGE 20 Q TABU P.3 O I .6 5.-`ALIL BE F"J.tITTED FCG CFENING F'.CTECTICrd IN CN AND T":'C STCPY EUILDIrdGE. PANELS ROOM5(OTHER THAN SLEEPING ROOMS) 40 E"ALIL BE PRECUTTC COVER GLAZED OPENINGS WTH ATTACHMENT HAR 'RARE FRC'v1DED. V J SLEEPING ROOMS 30 ALLOWADLE DEFLECTION OF STRUCTURAL MEMEBERS REFERrCSECTror1 !GOO.I..�Ar1D 1609.6.5Ar1DTABLE IC09.I.4} }� z o `! 0 >- STRUCTURAL MEMBER ALLOWABLE DEFLECTION TABLE I G09. 1 _4 CRITLKIA FOR CALCULATION OF DEAD LOAD z Rafters haven slopes reater L/180 �'nN DE°?"!L GL= PR s c7� rl°N = uN. v,�rE^I._E r vM C D r'R UCruF L F-N 7 s Q z ARCHITECTURAL GRAPHIC STANDARDS than 3/1 2 with no finl5hed ceiling z z FA5-ENE-R 57ACING 01`1--HF-5p O attached to rafters QD 4� 'ANEL5PAN< -2'-0'<FANEL 4'-0`<FINE! -0'<P=JdEL SNOW Interior waI I5 artitlon5 H/1 80 TYP' O' PAr! <A'-0' 5PAN<G'-0' ,PAN<6-0' U J GROUND SNOW LOAD 45 Ibs. Floors tq altered ceihn s L,/360 OF NEW LU rs All other structural memebe L,240 z °i-'" #6 u'oo°s RL,'v5 r c 6 12 9 �� � �� pPH Q SEISMIC Exterior walls with plaster or H/360 2 1122, #B V"OCC 5CRffil5 1 C I I C I I G 12 DESIGN CATEGORY B stucco f ni5h A,n�t!15rABLE tr E:::_D Crl A P.1A. P.n;P.1 rl1ND EF_eD a���^ _ Yl (�,..=.,,,rdG GIST CF 13O P.1'?�'Ar17 P.?F4r!P,C CF r Exterior walls- wind Ioad5 with L/240 `'EIGHTOF33-O'CRLE55 WIND brittle flrl5he5 5. FAQ`:-E'1='.5-.`ALL E_IrJ,TALLED AT CPPC5!NG EFlCS CFT+E Vi—=:`TKUCTL:RrL 17AP,15- tv PAGE: C. VT ERE 5CRE.5 ARE ATTACHE°TO NIA53NRY CR`.WA CNKY/E--JCCC,TI-Lz's"ALL E WIND SPEED 1120 rnv. Exterior wall-.-wind load5 with U l 20 ;,1-r.Awl-u UTI I-CIN G Vnff'AnCN rA'iT ANCI-CK-,I AVING A.Kitt iuN1 v.1m,cPG;':L � 0,5822A EXPOSURE CATEGORY 16 flexible fin shes CAPACITY CFA9O L05. gG�SSIONP� NAILING SCHEDULE ^C 155E HIGH V✓IND EC-ICN N-100r, vtC cOr TRUCTON%I W.UAL JOINT DESCRIPTION NAIL QUALITY NAIL SPACING GENERAL NOTES: The mforrtutcn on this set of construction documents Is to reWte bask design ELECTRICAL NOTES: ROOF FRAM?NG Intent and framing details. They are Intended as a const—loon aid,not as a RAFTER TO TOP PLATE O!!NA;LED E-C-1."ALL:3?d PER RAFTER substitute for generally accepted good building practice and are in compliance with • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include current New York State building modes. The general contractor is responsible for I tallatlon of Ifixt-5 b specificat—s as indicated on plans. Light futures to be supplied by I C 1+,ALL:4--id PER RAFTER providing standard constriction details and procedures to ensure a Professionally owner and m 11;alled by contractor. GFI outlets required at bathrooms and exterior areas.Install CEILING J015T TO TOP PLA E E NAILED E-C'WALL:3 Rd PER J015T finished,structurally sound and weatherproof completed product. all outlets as Per code. All work 15 to be done in strict accordance with the New York State Code I CI-C'WALL-4-8d PER J0I5T • General contractor to coordinate all subcontractors,scheduling of work and by a licensed ckdncian. Al new switches 6 outlets to be Levition,standard,supplied 6 installed CE'UFSG JOTS-"O PtiRALLEL RAFTER FACC NAILED 52TABLC 3.7 E-CH L-*,P Interaction between trades. by contractor.. Contractor to do all hook-ups as required for bathrooms. Q CEILING JOIS-LAFS O'JER I`4P7 ECr:S FACE KAILED SEE TABLE 3.7 EACH LAP • The contractor is respo—bie for ensuring that all work and construction meets FRAMING NOTES: 'r-J N COLLAR TIF TO r,,4-77_R FACE NAILED 5=TAB(F 3.4 PERTIE or exceeds current federal,state and local codes,ordinances and regulations,etc. Q Q BLOCKING TO R-FTER TC`NAILED 2-5d EACH END These codes are to be considered as part of the specifications for this building plan. . � W O �- At lumlbcr Is to be Douglas Fir$2 or better at 16°on center f`1L RIM BO-RD TO RA DER Er:C NAJ LED 2-1 Gd EA.CH LR':D If in the course of construction,a condition exists which disagrees with that as (� O nl Indicated on these drawings,the contractor shall stop work and notify the designer AN wood framing in contact with concrete or masonry I5 to be pressure treated. 'ACC'deaignation LLI R the engineer immediately. Should he fail to follow this Procedure and continue wort, refers to cumerit amemc-free treated wood standards and shall take the place of'CCA' O Z N C WALL FRAWNG he shall assume all responsibility and liability arising therefrom. �(f� TOP PL"--'_TO TOP FL=E FACE NAILED 2-I Gd PER FOOT • AN TJI's are to be installed m accordance with the manufacturi specifications and shall include a J • Dimensions take precedent over scale-DO NOT SCALE DRAWINGS, squash blockmt web stiffeners at beano oints on girders and other load bearing areas -OP P'�A-ES A- LT` =-C-IOf;S FACE NAILED 4-I Gd JOINTS-EACH.,�F q 9 9 P 9 9 5 UC TG 5 L:C FACE NAILED 2-1 Gd 24"Or".: • The designer has not been engaged for construction sup—ion and assumes no F EAC ER TO t'CAC CR FACE NAILED I Gd I G"O/C A.LOP EDGE responsibility for construction coordinating with these plans,nor responsibility for Structuir-al Steel ASTM A3G- FY=3G KSI construction means,methods,techniques,sequences or proceedures or for saftey TOP OR BOTTOM.PLATE TO STUD CND NA:LED 2-1 Gd PCE 2X4 5-U G precautions and programs in connection with the work Indicated. There are no • All 5trap5,connectors,plates,bolts,nails,etc.are to be galvanized. Designated connectors,straps, Z 3-1 Gd PER 2XG STUD warrarrt—for a specific use expressed or Implied in the use of these plans. etc.on these drawings are my by Simpson unless otherwise Indicated. Al connectors,straps,etc.are to blu e 4-1 Gd PER 2X \ 8 STUD nailedrbolted in ccordance with the Sp a manufactu e s ecifications. 5 —t W Contractor to provide hardwired smoke detectors,with battery backup,and moth Q F— CC OF l PLA E C FLGORJOIS no Intervening scotches,on all Boo s and m exit bedroom.Verily with local code All Hoorn sheathun is to be 4"AC a ood,tongue 6 roove and shall be glued and screwed to 2"X G"ACQ LEDGER BOLTED U regiurements as per 5ectlon R3 17 New York State Residential Construcrton Code. 9 type PMA' n91 9 9 p T) (( FA.PkCJOL T,E'JG JOTS',OR FLOCKING F-C_N='JLCD 2-I Gd '— PER FOOT Install carbon monoxide detectors as per code. the floorji—ts(G"o.c.edges 6 12'o.c.field) TO HOUSE FRAME WITH 5" rLOOR rRAAAING FOUNDATION NOTES: Solid blocking Is to be Installed every 8'-0'max.or mid span of all floorjorsts with spans exceeding LEDGERLOIC"SCREWS @ I G"O.C.; JC'�5-'O 5 LL,"'OP ALA-E CRG'RDER TOE RAJ LED 4-8d PERJOIST 81-0^. backing is to be mstahed at all point load bearing points. HANG PORCH RAFTERS FROM LEDGER _ General contractor to review plans,elevations and details to determine SRCG'r:GTOJO'i5 TOENALEu^ 2-1d EACH END intended heights of finished floor above typical grade. Install.double joists under all partltwns running parallel WITH SIMPSON LSU2G HANGER 5LOCKiNG TO JC'5- TOE NAlLEG 2-8d EACH END Z 5LC_-KJNG TO 5 LL CE TOP PLATE TOE NAILED 3-I Gd EACH BLOCK Footmgs shall bear on undisturbed soil within bearing capacity of 1.5 tors/sq.ft. All exterior wall headers to be 2-LVL's as Indicated on floor plans 6 sections and all Interior O headers are to be 2-2'.8'unless otherwise noted. All headers exceeding 5'-0"shall have a double LED =_'5 E'70 E`_'.hi FACE NA,'LED 3-1 Gd EACH JOIST jack stud with a single kin stud d on exterior walls rovrde double Sill late(typical).- - • Concrete shah be PC=3,500 PSI @ 28 days ! n9 9 P P ftYP ) 12 Q JO'5-ONLEDG-_N,TOF`-*A TOCN?'LP7 3—Ad P_KJ015' -t.0 JG5 TO J015- END NAI LED 3-1 Gd PERJOIST • Concrete on 4°sand or gravel fill minimum,with GxG-I O/1 O welded wire mesh • Provr1 insulation baffles at cave vents between rafters and soffit vents as Indicated -R 9 STANDING SEAM METAL ROOF Q 5=":D JCI5-TO 5'LL OR TCP P-ATE TOE NAILED 2-1 Gd PER 17:00T reinforcement. Interior slabs to be placed on G mil.stabitized polyethylene vapor on plans barrier. Welded wire mesh s to be placed in the top third of the 51ab and is to be OVER q"CDX PLYWOOD lu adequately supported by precast concrete bar supports to assure that the reinfiancement • Extenorr flashing is to be adeguately installed at all connections between roofs,walls, ROOF 5HEATH NG Is held m postron during concrete placement and finishing. chimneys,proj)ectans and penetrations as required by approved constrction practices, t 5 RUCTUR-L P=NELS 4'FL 'r,IE-!=EEC GE-ONE- 1 G'O/C-G•A-P.if;�.1 EDGES Isolation Joints are to be installed between the slab and the walls.Use preformed FLOOR PLAN NOTES: LVL F.J. FASCIA t VENTED SOFFIT �' } ` Joint filler that s to be cut 1/2•below the slab surface and the resulting Joint is to be filled 2Xa} Ci.J• •C S73 8d AND AT Ir:TE Ri.!F"A-E SUPS' 5 IN-rE PAt.EL FIELD . Z moth an elastomeruc joint sealant. Dlmereswns shall take precedent over scale drawings,DO NOT SCALE DRAW TUGS rT_E'ER ZCNE-I G"O C-G"AT PANEL EDGES AND 12"ATCZ • General contractor to install cop-r-tex(or copper)sheet metal termite sheIIU5 • All rrtemor walls to be covered with sm board with metal corner reinfiamin All Ed Ir.ER\'ED'�ATE..L,'PPCRTS IN Tf�PANEL MELD �'9YsP' e� BEADBOARD O � _ c = ?_,^= r• 5: F- between all wood 5ur'faces that are urosed to concrete or masonry surfaces. drywall products,including gypsum board,screw,joint compound,tapes 6 trim shall be U.S. CEILING MATERIAL O W 'OK2 Cr_r_=MNG'A.I nlP.a ^'GET EF_:",'_' .. CF-HERE F,IF:CLL' NG4C'C':E-C` CFC rErOCFP_4K,` E4'-C"F_.,_,ER O� O Gypsum Co.air approved egual. All Joints shall re—3 coats ofjount treatment.Sand final C EY^_Zcr^4TTACHr.'C':T p`OU Ift'v'�ErITS SF'ALL BE USED. Dampproof eztenor of foundation wall moth a bituminous coating;Foundation coat to a untorm smooth surface.All walls,telling and interior of closets to be taped and E) C •N excavation 15 not to be backfilled prior to the rnstallabon of the floor framing. 5packled,3 coats,ready for paint. 2-2"X 1 0"DROPPED HEADER; = C = CEILING 5HEATH'NG WRAP FINISH w/ I x AZEK m —� C-YP5U%I!'u LLSOARC 5d COOLE' f3G_/I C"FIELD PLUMBING* HVAC NOTES: • IrsulAnon ratings and installation locations a5 indicated on floor plans E sections b • All Plumbing work shall be done by a duty hcensed plumber and must conform and adhere • Wall5 common to garage and house to have a layer of J"fire rated gypsum board at WALL 5HEATH ING to all New York State building codes 6 saltey requirements. garage side with 5'-0'return on adjacent walls 6 ceiling. Provide 2 layers of a fire rated STRUCTURAL BRACKET [� 57RUCTURA.L P?NrU3 Bd a'nG'!!ZO".!!- 1 G"OIC-G"AT PAt;EL 1701,T5 AND 1 2"AT gypsum boats on all engineered lumber as required by manufacturer specifications IKTER4,'ED'ATE SUPPORTS IN THE PANEL FIELD t wall plates Ide a is are tit during the Installation of plumbing fixtures or equipment ATTACHED TO FRAME t contractor must provide appropriate bracing to tie framing back together. • All batlh t kitchen area walls and ceilings adjacent to wet areas to have water resistant 8d ^FR'^R ZO**-I G"O C-G"AT PANEL EDGE AND 12"AT HEADER; LOCATIONS AS — drywall,and provide wonde„ward for all areas set to recleve Gle. _5UeF'R 5 N TH_P_KE`F:ELD • Baseboard heating is to be hot water and zoned. Plumbing contractor Is to PER FLOOR PLANS N F 5ff,DO ARD PA'.`_.5 7/1 G-' Gd 3"`..G. G'F.1 adequately size the system and place the baseboards n an unobstoctive location in each room 2 513 2" 86 3'`D G`/G"F=LD required to recleve heat. Minimum of one thermostat for each zone will be required. N 1 GYPSUM WALLBOARD 5d COOLCR5 T'EDGE/1 O"1`i EI D Mechanical subcontractor is responsible for adhering to all applicable codes and - ad 4'EDGE ZCI!r- 1 G"O.I C-G"AT PANEL EDGE Ar:G I S"AT sagely requirements. W m MARD�ARD It frERI'ED ATE SUPPORTS IN THE PANEL FIELD POURED CONCRETE Q— z HVAC subcontractor to fully coordinate system data C requirements with the ICE ZOrS_16'O.IC-G^A'P�ri_L 1✓'::_5 ANC 1 c' a ui ment supplier and to de finals tem layout drawl and submit t to I contractor, FOUNDATION WALL g p pp1 prove ys yo rig a genera IITER',TD ATE 5UPPCKT5 IN THE PANEL FIELD owner and equipment supplier for final review r.approval. It z z FLOOR 54 EATH:NG LU -PJJC7U -LP.NFL.5- I"Of'LE55 Ed G'ECGE/12"FIELD ( S R. � — ' Norio re_."e-e-'. a•e tsed cr r.:!s"s;-`.t:^?r::led 6 edge. N v.z'I is in:aIled 3 iro'esO.C.4 Y ps^.J edge t;cttza Hoi-er she:,eapa:itles,rai!"o recline e_-`s for structural ms bens sHa'l 6e dc,iNed,or alternate correctors,5L,-I,as shear plates,sl-sll be used to Mairtnlr the z Z Icad V�'hee mail sI'+ea'.+'ira 15 cc"I:'weLs e'.•e^cerrrie:+sd-e-'bews,tf•e tv1b,_l2`eo1 mj-L-er&rivIs a pn be re-mrtted to to reduced to 1-!Gd rsll re—-,.-.. ROOF DETAIL N Ccrres'ori re_'Ttart I i oaoe rocino e2"s and I G oao =_e stzir'e are re—td,`.e cHerk IFC fr-add t:--al reoul re-erts. D — O SCALE: 2LI RAFTER O O RAHTER NOTCHED RAFTER m U RIDGE I�D6E RAFTER X TOP PLATE TOP PLATE _p WALL STUD WALL STUD IL TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION GENERAL WIND (PROTECTION CONNECTION NOTES INTERIOR FINISH _4� Adapted from Sttandard for Hurricane Resistant Residential Construction; 55TD 2ND.FLOOR WALL STUD KING STUDS 10-99 and 200 1 5BC High Wind Edition Wood Frame Construction SHEATHING WOOD JCII5T WOOD JOIST 2ND.FLOOR PLATE GT�IPPt,=STtA Fasteners and Connectors for Wood Frame Construction - suBFLooR WEATHER-RESISTIVE BARRIER U BLOCKING JOIST HANGER RIM BOARD HEADER LARDER EADER ST.FLOOR TOP PLATES JACK STUDS I . A continuous Iload path between footings, foundations walls, floors, studs and z r WOOD GIRDER WOOD J015T4 roof framing shall be provided. SIDING I ST FLOOR WALL STUD TYPICAL HEADER CONNECTION 2. Approved cornnector5, anchors and other fastemn9 devices not Included in SEALANT / W J015T FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDERMEADER R/ the Standard Bulilding Code, Table 230G. I shall be installed in accordance with a z U TYPICAL MULTI-STORY CONNECTIONS manufacturer's recommendations. Q CONSTRUCTION ADHESIVE W I� METAL HOLD- WAINSCOT EDGE BOWOM�f DOWN STRAP 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the SUB FLOOR 38-1 Cd SINKER - Q • WALL STUD DOUBLE JOIST NAILS AS PER �^@C'X4'WORNERD� weather or subject to salt corrosion in costal areas, shall be stainless steel or RIGHT ANGLE METAL FLASHING BOTTOM PLATE -0 1ST.FLOOR WALL STUD MANUFACTURER BATHTUB hot dipped galvanized. • DOUBLE JOIST '"am 2"X4'SILL ST.FLOOR PLATE PLATE INSULATION (STUD WALL) O suBFLooR RMBOARD RIM JOIST 1'P' 4. Where windows and doors interrupt wood structural panel sheathing and U O DOUBLE JOIST FOR NON-BEARING WALL5 DEL SILL PLATE DOUBLE SILL PLATE °'"' r DOUBLE JOLT FOR UNDER A BATHTUB ANCHOR BOLT (1)04 REBAR IN siding, framing anchors or connectors shall be provided at the top and bottom METAL LATH Q v O FOUNDATION WALL SHEAR CONE-MIN. Z 12•LENGT„ of cripple studs„ header studs, and at least one stud at each side of opening. PROVIDE 1/2"5PACING �f BETWEEN THE END STUD SLEN MIN.GTH FOUNDATION MORTAR SETTING BED L AND THE 2 OTHER STUDS REBAR LENGTH WALL TYRO O FOR^u°Mrs L =CORNERSTUD jz'M'" 5. Ridge straps shall be attached to each pair of opposing rafters except where CALL GASKET NOIDDOWN INSTALLAPON ANSFER SHEAR I ST.FLOORTO FOUNDATION CONNECTIONSFROM CORNER -U fENWiTH(2)IGd collar tees of I x� or 2x4 lumber is located In upper third of attic space and a STONE VENEER oTERMITE SHIELD MONNAILS @ G'O.C. METAL HOLD-DOWM/UPLIFT ANCHORoEL.SILLPLATE, WIND RESISTANT CONSTRUCTION CONNECTORS attach to each pair of rafters. (TOOVERLAPJOINT5) 51DEWALLENDWALL LU FOUNDATION WALL CONNECTION LOCATION: PART NUMBER: NOTES: G. Uplift connectors Shall be provided at each rafter bearing. SHEAR wnuCORNER CONNECTION OF Ne RIDGE-TO-RAFTERS C520 @ 2 1" APPLY TO EACH PAIR OF RAFTERS RAFTERTO-WALL H7 APPLY TO EACH RAFTER 7. Floor to floor" hold-downs to be provided every 48, and every I G" within 4' ap I SILL PLATES TO FOUNDATION ANCHORING RAFTER TO-PLATE 118 or H2.5 APPLY TO EACH RAFTER of exterior corners. CONSTRUCTION DETAILS d WIND LOAD PATH CONNECTION DETAILS PLATE-TO-WALL STUD CS20 @ 18" APPLY TO EACH WALL STUD 8. Sill Plate to Foundation Anchora e: 501 plate shall be anchored to the NOTTO SCALE 2ND.FLOOR WALL-TO-EST.FLOOR WALL EFTA or CS20 36" APPLY TO EACH WALL STUD foundation with anchor bolts having a min. bolt diameter of 5/8" and 3"x 3"x WAINSCOT DETAIL h r I j PAGE: HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD LQ I/8n washers. A minimum of one anchor bolt shall be provided within 6 to 12 CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD NOT TO SCALE r inches of each end of each plate. Anchor bolts shall have a minimum embedment SHEAR WALL HOLDDOWN ANCHOR 5STL31 G APPLY TO EACH SIDEWALL END 05822A Q of 7 inches in concrete/masonry foundations. Anchor bolts shall be located �'g I ST.FLOOR-UNDERSELL PLATE WRAP UNDER DOUBLE SILL PLATE CS20 (USE WITH 3"SQUARE WASHERS) within 12 inches of corners and at spacing not exceeding 4 feet on center. OFESSIO���" USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WAND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT(DAD CAPACITY.