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Home My WebLink About37886-Z of Town of Southold Annex 4/17/2014 ©Gyp P.O.Box 1179 54375 Main Road Southold,New York 11971 •`�dl,,� ��0 CERTIFICATE OF OCCUPANCY No: 36865 Date: 4/17/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 555 Summit Ln, East Marion, SCTM#: 473889 Sec/Block/Lot: 35.-8-5.21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/15/2013 pursuant to which Building Permit No. 37886 dated 3/26/2013 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: SINGLE FAMILY DWELLING WITH UNFINISHED BASEMENT, ATTACHED TWO-CAR GARAGE,AND COVERED PORCH AS APPLIED FOR The certificate is issued to Rogers,Maureen&Robert (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0010 02-04-2014 ELECTRICAL CERTIFICATE NO. 37886 03-10-2014 PLUMBERS CERTIFICATION DATED 04-08-2014 Pipe Works of Long Isl nd Inc Auth ed Signatu e TOWN OF SOUTHOLD BUILDING DEPARTMENT y a 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 #: 37886 Date: 3/26/2013 Permission is hereby granted to: Gusmar Realty Corp 13-15 37th Ave Long Island City, NY 11101 To: Construction of a new single family dwelling as applied for. At premises located at: 555 Summit Ln, East Marion SCTM # 473889 Sec/Block/Lot# 35.-8-5.21 Pursuant to application dated 3/15/2013 and approved by the Building Inspector. To expire on 9/25/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,851.20 Total: $1,851.20 Building I ecttor__ 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 I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 3 1 New Construction: i✓ Old or Pre-existing (check one) Location of Property: �S 5-\A M n►x, l' House No. Street Hamlet Owner or Owners of Property: Gu 6 we ✓ Suffolk County Tax Map No 1000, Section 3 S Block Lot �' Z 1 Subdivision Filed Map. Lot: Permit No. 3-I 0 C Date of Permit. Applicant: Health Dept.Approval: Underwriters A proval: Planning Board Approval: \ Request for: , Temporary Certificate Final Certificate: \ (check one) Fee Submitted: $ �oD . ant Signature SO�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 Southold,NY 11971-0959 roger.richert(aD-town.southold.ny.us �` � � COUNTY,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Gusmar Realty Address: 555 Summit Lane City: East Marion St: NY Zip: 11939 Building Permit#: 37886 Section: 35 Block: 8 Lot: 5.21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: KC Anderson Electrical License No: 4722-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 35 Ceiling Fixtures 20 HID Fixtures Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 13 Smoke Detectors 3 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 16 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances H32 Dryer Recpt Emergency Fixtures Time Clocks 200 Disconnect a Switches Twist Lock El Exit Fixtures TVSS Other equipment: 200a underground service, 3-combination smoke/co detectors, 2-exhaust fans, 1-200a transfer switch,1-paddle fan, 10-ARC fault circuit breakers Notes: Inspector Signature: - Date: March 10 2014 81-Cert Electrical Compliance Form.xls Town Hall Annex j Telephone(631)•765-1$02 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,New York 1 197 1-0959 Irow� BUILDING DEPARTMENT PTO....; OF SOUT HOLD KLAR 16 2014 -BLDG..DEPT .1FICATION N/P10E SOUTHOLD Date: Building Permit No. 'S ( ` CP Owner: Zik4 4- r F N (Please print) Plumber: (Z (Please print) I certify that the solder used in.the water supply system contains less.fhan 2/10 b f I0%0 lead. (Plumbers.Signature) Sworn to before me this day of 20�— . .; Robin K. Sh®eh Notary Public—S,��.to of New York �1 NO. 0IS.+C6j 20246 Notary Public,' �w County _ Qualified in Suffolk au fly Commission Expires W 1 , Of SOUTy�! �y00UNi'I,N� TOWN OF SOUTHOLD BU LDING DEPT. 765-1802 INSPECTION' [ - FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTPICAL (FINAL) c REMARKS. - G- DATE?/ /-3 `.5 INSPECTOR 37 7L o OF SO(/Tyo ��'YOOUNTI,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F DATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R UGH) [ ] ELECT (FI AL) REMARKS: DATE 115 INSPECTOR cou TOWN OF SOUTHOLD BUILDING 'DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / APPING [ ] FINAL ] FIREPLACE & [ ] FIRE SAFETY INSPECTION [ FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: / 7 DATE INSPECTOR OF SO(/l�o �o co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] FOUN ION 1ST [ ROUGH PLEIG. [ ] NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: F. � 1 DATE 149 lih 3 INSPECTOR OF SOUTy�� l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION KELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ate--� DATE I6 7` /�22 INSPECTOR W OF SO(/l,�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL ( UGH) [ ] ELECT AL (FINAL) Y REMARKS: �t�a DATE / a �� INSPECTOR �� SOpl�o cDUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R GH) ( ] ELECTRICAL (FINAL) tv� REMARKS: 141-1 DATE INSPECTOR _. 1��J �pF SOUTy o�'�COUKry,�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1_� , DATE INSPECTOR® ® r ,� OF SOUTyOIo �j o�y000NT'{,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: DATE � �� INSPECTORS Robert and Maureen Rogers 555 Summit Lane East Marion,New York 11939 March 5,2014 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold,New York 11971 RE: Lot 13 Summit Estates—Section 2 At East Marion, T/O Southold,NY Property Location: 555 Summit Lane, East Marion,NY 11939 Attention: Building Inspector This letter is to inform and confirm with you that once"Spring Arrives"we- as new home owners in East Marion,will do a fmal grading of the property. Once that is done the property will be raked and seeded. Thank you for your assistance. Very truly yours. Ro ert Rogers�G' ro rFA R, !AMA -"M�-are Lehr -WE AM �I VAMA ROUGH /%i PLUA,. 11 Via/ , �� A� ... �� `. =� IN$UL.ATION STATE ENERGY CODE y 1 1IT.IONAL CIDABdk F / /•y �`� r • a a 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 SontholdTown.NorthFork.net PE 6 heck Septic Form IL JI .Y.S.D.E.C. Trustees lood Permit Examined 20 MAR 1 5 2013 torm-Water Assessment Form on act Approved •20 Mail to: Disapproved a/c BLDG.DEPT. TOWN OF SOUTHOLD --- hone: Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date 1 1 M 'arch 1/ 20 j 3 INSTRUCTIONS OF 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 aG licant or name,if a co oration) r'hon�as . ;Wolper,� (Mailing address of applica �1718 State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder A genf 4y- Owner Name of owner of premises RobeI4' ROgem f tlg teen' Repro ( C O/1*-acf' (As on the tax roll or latest deed) Vendee) applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No.Electricians License No. `T O be d efterm:n-ed Other Trade's License No. 1. Location of land on which proposed w rk ill be don Sumnrm i f e: Lane. E`as�- Marian , AI Y 119 3 4 House Number Street Hamlet County Tax Map No. 1000 Section Block 46 Lot 5.0.4! Subdivision S(4r W1,* E,34;af". Filed Map No. l-0 7+6$ Lot 13 S ec'f r'q►y 2 ' 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vgceatn+ L..�t0%d C Rev en$- p b. Intended use and occupancy S rh9'-a N?!f y r0=—f date. 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work c� (Description) 4. Estimated Cost -W 7 3 Of70. 00 Feed/ �� /�57. 6 0 o 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 2. 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories' 8. Dimensions of entire new construction:Front —� Rear Depth Height ,Z2-' I J 0 h Number of Stories 1 9. Size of lot:Front 2 W ± Rear 3 r + Depth 1701 Purchase 10.Date of Purchase lecAndi n Name of Former Owner 11.Zone or use district in which premises are situated R 40 - Resi denfi a l 12,Does proposed construction violate any zoning lath,ordinance or regulation?YES NOLe 13.Will lot be re-graded?YES_je"NO Will excess till be removed from premises?YES NO ✓ 14_Names of Owner of premises Address Phone No. Name ofArchitect D a ri O Address-H O W-erI. N.f Phone No 909- A47— 6350 Name of Coniractor ro b a defermifiedAddress Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO IF YES,SOUTIlOLD TOWN TRUSTEES&D.E.C.1'EltM17'S MAY BE REQUIRED. b.Is this property within 300 feet of tidal wetland?*YES NO 1F YES,D.E.C.PERMITS MAY BE REQUIRED.16_Provide survey,to scale,with accurate foundation plan and distances to property lines. ( survey enclaseeJ) 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 4 18.Are there any covenants and restrictions with respect to this property?*YES NO ✓ IF YES,PROVIDE A COPY. STATE Or,NEW YORK) SS: COUNTY OF �7) / h O�f nas 0. W O('p being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Awr►f far f�iD�/rcan f (Cot tractor,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. L't} to before me this V �� day of 20 ELIZABETH Notary Public Notary Publie State o ew .,nature of Applicant No.O1�FA5069367 ` Qualified in Suffolk Counttyy Commission Eiplres November Z5,�Z886 � W I li I Town of Southold - Chapter 236 - Stormwater Management V SWPPP - Storm Water Pollution Prevention Plan ('Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner on Constdtant-Contractor or Other(Circle One) Property OWNER:(If Different than Appil t%1) T oin s erff P.E. oherF Ro Co acf LtvI i Add 5: indSor*va. ri &Lctferr N Addre afters 6 D1: 7brn3 Ritxr N1 Telephone aK: Faxq: Tale honed Fax AM246- 47 31- -230 �- 27-0 -� 5- 7 �8753 E-MaiL +—c.K/d. ouA ern ineeriA gl, E- ail: Property Address:55 U % �• EdSr'I`eLtri ot� Bnef Description of Conet:uciiort Activity,Proposed Suuctardl BMPs,5ofl S.C.T.M.M. 1000 3 S �_r,�. 1 Stabaliration BMPs,Proiect Scope and/or Sequence of Construction Activity j DfrtrW Section ebeN Let [Provide Additional PeOas as Nestled) l f Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: ROhe+-F- Ro wh%Wks l asserts d dnve I . _. _- Address: d MS RILe✓ of N� _.M_ ._. ___-...--------------------__ li_v_gfLr SGrv1�G c- /!fi `kCrcA. ods Telephone 47 Fax# f- - '^ - J I i • ar�d d Wcl��_tw✓r_V_ �m�ff._ E-rAair: . '�1 ski/ Si if�tih_c _/t��y'J�� balks ►'1 I i Name of Persons R onslbie for Installation&Maintenance of Erosion Control Practice: --- -�'-P SQn�c a s abo vc _Jo_C� t*JYucf[or_y_ - Mot�nfGiy!._./�uri Address: O D -- -- /�1/�col��ln,nciff_�_ v�_ 1 f_57 s Telephone#: -- Fax _LYAt✓ilk _s6W /yam , JY--- _ e- E-Mail: _erns cT]Vn. .tiff Sfitt l/;d UM.. /- �'y___ Total Area of All Total Area of Land Clearing _F- D -�f---n Project Parce)s: �7 S and/or Ground Disturbance: !�!_ Q_ t r ri. ?r,4 l/ a _9,e Vey .F.I Aces) (S•F.I A—) a �/ _J i Project Duration: Start End �.--a ! �!!i 5 #,6. K Q�a S n (Anticipated) / p d S Date: -�s"I Date:/a s ai a %_f Giesibl�fiolt wiri_ CvYr!s eta► (tAunea,dodcnd•rneysl � i7O,'/ � �_.___ Will this Project Disturbe five(5)or More Acres at Q Any One Time During the Proposed Development 7 Yes No ----------n ----------I---------------------- j If YES:Please Answer theFDllowingl ....--.- _-_ _,--_-.- -..------_----»__---_ a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required Inspections? Yes No i b. Does the SWPPP Indicate How Frequently the Site O List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPP Adequately Identify All Temporary andlor Permanent Soil Stabalization Measures? Yes No d. Does the SWPPP Adequately Identify a Complete Project Phasing Plan? Yes No Status of Impacted Waterbody:(eq.TMDL,303(d)Listed,Impaired_) e. Does the SWPPP Indicate Additional Site Specific Practices that Will be Utilized to Protect Water Quality? Yes No N•/4• i I. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbady (eq.Lake Creek;Bey,Pond,Sound,Freshwater Wceand...) Of Intent and SWPPP Acceptance Form for Review Q by the Town of Southold? Yes No Iv. A • i STATE OF NF.W YORK, i COUNTY OF..............................................SS if That I ................ QS C. w l � r. being drily sworn deposes and says that lie/she is the applicant for Permit (Name of individual signing Documenlj................. ' And that he/she is the ........f1]F.t�pr �!4L /4PP..11 ea/IIIF:....eta)•.................'i..................... _... (Owner.oonfrac4o�Aged.l,orpwattt 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; n 1 - l. ......._.. clay of......1.:.l. C.! :......_..-.. .. /J Notary Public: ............... . eApplicant) / . .. Si .. t I SWPPP Assessment FORM:__63A_2_ fiftV Public,State Of Nfiw%* . Suffolk Coun No.01S - ONFtrt�Mfal t�� . Town Hall Annex Jr Telephone(631)765-1802 54375 Main Road . P.O.Box 1179 G Q ra er sic elt ta"iwr3i ls© 5 Southold,NY 11971-0959 � � �� [ L' ur�rl OCT 17 2013 BURDING DEPARTNEW TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL 1NSPECTI N TOWN 0 BLDGSOL'THOLD REQUESTED BY- � Date: Company Name: Name: ucr2w License No.: 4E Address: . (,<� / Phone No. 3_�j ' JOBSITE INFORMATION:: ((*Indicates required information) * VwName: *Address: *Cross Street: *Phone No.: Permit No.: g Tax-Map District: 1000 Section: Block: Lot: *BRIEF SCRIP ION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: AYES NO. Rough In Final *Do-you need a Temp Certificate: I { YES/ NO Temp information(lf ded) `Service Size: 1 Phase 3Phase 100 150 20 300 350 400 Other *New Service: Re-connect nderground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION \ �b Q- .82=Request for Inspection Form _� YOUNG &YOUNG Telephone (631) 727-2303 400 Ostrander Avenue Facsimile (631) 727-0144 Riverhead, Nezv York 11901 adniin@youngengineering.com HOWARD W. YOUNG,Land Surveyor THOMAS C. WOLPERT,Professional Engineer DO UGLAS ADAMS, Professional Engineer ROBERT C. TAST,Architect February 12, 2014 FEB 14 2014 SLOG. DEPT. Town of Southold Building Department TO�V�I OF SOUTHOLD Town Hall Annex Building 54375 Route 25 Southold, New York 11971 RE: ROBERT H. ROGERS & MAUREEN A. ROGERS Lot 13, "Summit Estates, Section 2" at East Marion, Town of Southold (13-0016) Dear Sir or Madam: Enclosed is one (1) print Final Survey, last dated January 31, 2013 bearing the SCDHS stamp of approval dated February 04, 2014. We understand that submission of this document enables you to complete your review of this application. Kindly forward the Certificate of Occupancy to us at your earliest opportunity. Very truly yours, Thomas C. Wolplert TCW/dc Encl. Planning Engineering Land Surveying i' Thomas C. Wolpert, P.E. 315 Windsor Avenue Brightwaters, New York 11718 j 631-727-2303 i March 15, 2013 I Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, New York 11971 RE: ROBERT ROGERS & MAUREEN ROGERS Lot 13 "Summit Estates, Section 2" at East Marion, T/O Southold, NY (13-38) SCTM No.: 1000-35-8-5.21 i Dear Sir or Madam: Enclosed are the following items: I. application fee —applicant's check no. 2225 payable to 'Town of Southold' in the amount of$1,257.60, 2. one(1) —Application for Building Permit, 3. four(4) prints — Building Permit Survey (Sheets 1-3 of 3) dated Jan. 31, 2013 with one(1) set bearing the SCDHS approval dated Feb. 19, 2013, and 4. four (4) sets— Building Plans. We understand that submission of these documents enables you to commence review of this application. I Page 2 March 15, 2013 If you have any questions or require any additional informati i on, please contact us at your earliest opportunity. Thank you for your assistance with this application. Very truly yours, Thomas C. Wolpert TCW/cw Encl. cc. Mr. Robert Rogers + encl. Mr. John Taggart + encl. i I Thomas C. Wolp.ert, P.E. 315 Windsor Avenue D E C E W E Brightwaters, New York 11718 631-727-2303 MAR 18 2013 March 16, 2013 BLDG. DEPT. TMNN OF SOUTHOLD Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179, Southold, New York 11971 RE: ROBERT ROGERS & MAUREEN ROGERS Lot 13 "Summit Estates, Section 2" at East Marion, T/O Southold, NY (13-38) SCTM No.: 1000-35-8-5.21 .Dear Sir-or'Madam -" Enclosed is the completed Storm Water Pollution Prevention.;Plan Assessment Form,for your review. Kindly include this form with the application package filed with the Building Department on March 15, 2013. If you .have any questions, please contact us. Very truly yours, Thomas C. Wolpert TCW/cw Enc . - -cc.' M.r. Robert Rogers + encl. Mr. John Taggart + encl. i i Thomas C. Wolpert, P.E. 315 Windsor Avenue Brightwaters, New York 11718 631-727-2303 March 29, 2013 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 Southold, New York 11971 RE: ROBERT ROGERS & MAUREEN ROGERS Lot 13 "Summit Estates, Section 2" at East Marion, T/0 Southold, NY (13-38) j Dear Sir or Madam: Enclosed is the applicant's check no. 2240 in the amount of Five Hundred Ninety Three Dollars and Sixty Cents ($593.60) payable to Town of Southold. We understand that submission of this fee enables you to issue the building permit. Thank you for your assistance with this application. Very truly yours, Thomas C. Wolpert TCW/cw Encl. cc. Mr. Robert Rogers + encl. Mr. John Taggart + encl. � � � l i • N VI NOTE Young & Young o 400 Ostrander Avenue, Riverhead, New York 11901 € AREA = 31,711 SGQ. FT. 631-727-2303 �S�e / • 5UBDNVI510N MAP 'SUMMIT ESTATES, SECTION 2" FILED IN Howard W. Young, Land Surveyor o�og N Lot I I THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY Thomas C. Wolpert, Professional Engineer o��< Subdivision - i� 21, 2002 AS FILE NO. 10-765. Douglas E. Adams, Professional Engineer g � • VERTICAL DATUM = N.G.V. DATUM (M.5.L. Ig2a) g "Summit Estates, Section 2 / Robert C. Tast, Architect (Dwelling W/ Public Water) o HEALTH DEPARTMENT USEo g SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES boo �.,1 \ PERMIT FOP APPROVAL Or CONSTRUCTION FOR A S � SII�IGLE FAMILY RCSIDENC'E ONLY 4~§� a Em= o FEB 1 9 F 2013 g�oF 3 O �' �i DA�z�'. —_.�_ H. . 1:1'. {V0. / �/�-/ V e `O�.J[ o��i}io ' APPROVED — o<F ~ ' Lot 10 Vd FOpp ?, W FOR MAXI U F Subdivision - c' — i�EDR©ONI� 3i �z E?Ci3ii�iES Ti;R3 1'i l'Rv E"ROfvt DATi; Of APPROVALag p11t, \p pL� ��tl \,.A "Summit Estates, Section I ® U3 �' - W = r \�\y � o` �n Suffolk County File No. 1426 ��_ N= y J`Od �p� �a`\ �� `�$ - �� (Dwwelling W/ Public Water) N � ' `2 W \ ..1 U V1 5URYEYOR'5 CERTIFICATION �e�< IF.63 o F KF 14V-7 7T e C) �a {{ 1.33 / 12.13 \ \ 8 10.0 � 7T a +11s4 v i A `\ /�� r- .� 'Y_`'S:.;r"" s..� j`• F i s' ice" (i \ i�'` _ %+ t 10.02 hod \ aa,, \\ <�6�.83 / Y IVi�ft.I�. g :,•,:_,:'h, `j �pzx m� Soo +.J48 Lot 13 { e.,� � IIIX. ® i E I o IO.00 a 'r� O T �6. �j 429 \� �� HOWARD W. YOUNG, :Y.S. L.S. O. 458g5``t\{i°� y� < 0 p/G 00 '�S. 9� Ve S,ppp `\� / C `d Bo > ' E r' _� �R m ry 12.4"I �Ti�It�� \ pc�AUpj-� A 0� lo.lb �oc�6 ., �}(S�y�s� `\ ice, \ ,iCD` 'b1.t?v�J f3i-10 ri \�1 h• T.H.�., I+ �/��v +IO.aS �� l�\• 6�O/C 40 +14.01 I - - - - - -- JUR Y EY FOR - - - - -- - - -O �o\ , 48 TEST HOLE ROBERT ROOERS 4 _ " 14.4 �o/� 1254+ +14.64 0, \ /�� p��i' /� �p� rd 7`)fj� ,i� p ��' \\\S`�S ,� 0 ,'' `\\ EL=N4.0 0.O' MAORM14 806E M 0�zo �i9 �io��O 14.89 \\A� 1,{C.� \�� /�,�' `\\\ TOPSOIL 1 o LOT 15 "SUMMIT ESTATES, SECTION 2" 9W� 4,5 .', � � \a., +9.42 ��' ,/ ,.� \\ At .East Marion, Town of Southold w�z� LOAM gzo� 6 1Z -L 0 �� \\'o Suffolk County, New York =Bw i /� �. / G� \S , r gz c �y \'o �q�ti ,� ,�,�0 ,.� 4'O County Tax Map vistriatlOOO Section 55 BlookO5 Lot 5.21 y��"�' 8I49+8. "9� \ /' O 0 /fjV /1` ` C3��6 Y $a � C` \`\ SAND 8 �°°OR \ p(\ G'V\p �tl GRAVEL BUILDING PERMIT 9MVEY o \ aw o GW EL=4.0 10.0 r4� oy�5 9 \\ ��`� <R SAND $ g" al++ \ \\ J�C�` �\\�` GRAVEL MAP PREPARED JAN. 51, 2015ye _ \ \ \`\ l 1'1.0' SCALE 1" = 50' z x \ JOB NO. 2015-0016 I OF 5 0 = MONUMENT SET = MONUMENT FOUND = STAKE SET STAKE FOUND \ _�� <-pFY \ DWG. 2002_027g\2015_0016_bp =s z Young & Young >° Fo.9 400 Ostrander Avenue, Riverhead, New York 11901 €� 2. SANITARY MEASUREMENTS 631-727-2303 / s,e Howard W. Young, Land Surveyor o�og N Lot I I A B Thomas C. Wolpert, Professional Engineer o��< F WQ Subdivision - �� 5T Iq' 3'(' Douglas E. Adams, Professional Engineer "Summit Estates, Section 2" / LPI 50' 46' Robert C. Tast, Architect €�H LP2 21.5' 55.5' ° NOTE _ I AREA = 3-1,171 Sa. FT. wrpl ' • SUBDIVISION MAP 'SUMMIT ESTATES, SECTION 2" FILED IN o " THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON ¢o 03 S ® a MAY 21, 2002 AS FILE NO. I0-I68. 8�§0 O�WZ ISL /�. -Lot 10 ® , '`}a' .la�: r0s as -- = j ,:_v ELECTRIC - '* B y'� F�0 0 CJ Z TRAwrowm ,- Subdivision �� H,l �iJ o � "Summit Estates, Section I" c zo _j\9 � "�•�` '� Suffolk County File, No. c1426 = SURVEYOR'S CERTIFICATION rims $cam -�� .' =� �- y �O �. 79, 0 r, 7 r > ® 7 * WE HEREBY CERTIFY TO ROBERT H. ROGERS, s��W In ca MAUREEN A. ROGERS, ULSTER SAVINGS BANK, Fero - oF� �� ti� ; ? U4 cs ISAOA & STEWART TITLE INSURANCE COMPANY 68Fa ® THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE FazF \ �9 A ; CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW, ley YORK STATE ASSOCIATION OF PROFESSIONAL ter? < ®, W SURVEYORS. P �'��. 0 LL In IR �j s, C �C'i, ` '6�.U✓' /' y WGAL i• i' 2i°mw Lot 13 `• o \ �y - I - s s S'o 0< �� HOViARD N. YOUNG, N.Y.S. L.S. NO. 45813 •�r. �'rn w At '0'6` SURVEY FOR ° ��v N. o°. 0 `ems o, \\ RIORT H. RO&ERS 4 _�� Uj �' bpi' ^ O /,t O \s ��. \ MI EN A. �,w LL `�, o. \ LOT 13 "SUMMIT ESTATES, SECTION 2" ow§F At East Marion, Town of Southold =UZm c ,� �Q� ,00 ti Suffolk County, New YorkyW= �W _y \o, �/'_,��/60 \\`1a `\ County Tax Map D1strict1000 5aotion 55 Block08 Lot 5.21 0 ,r` !• `\ Z lJ QW�O °\ ` \o� `� FINAL SURVEYNon eq FINAL SURVEY DEC. 15, 2013 05 FOUNDATION LOCATION AUCG. 20, 2015 ° 9 ADDED CERTIFICATIONS NAR. 14, 2015 F.cF F�nP, MAP PREPARED JAN. 51, 2013 <_r8 SCALE 1" = 50' o��y E MONUMENT SET = MONUMENT FOUND STAKE SET A- STAKE FOUND \ \\ JOB No. 2015-0016 I OF I =F�? Y <-F ` DWG. 2002-021c1\2015_0016_fs =s� 5 ell N / Lot II 5AN1, subdivision F W "summit Estates, section 2" LF LF v \ h \ / S 8 S G -Lot IC ^ Y ELEGTRIG / subdivisic "summit Estates, Jd�� ,� O� �$� � '�� Suffolk County Fil ?9 A oo Lot 13 �'`, \Q�,m,' �,, .eat 31 l/ c s 47 i El MONUMENT SET MONUMENT FOUND = STAKE SET 0—STAKE FOUND REScheck Software Version 4.5.0 Compliance Certificate Project Rogers Residence M Energy Code: 2010 New York Energy Conservation D E ((�v E v E Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction MAR 2 0 2014 Orientation: Bldg. faces 0 deg. from North Conditioned Floor Area: 1,565 ft2 Glazing Area 11% BLDG.DEPT. Climate Zone: 4 TOWN OF SOUTHOLD Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 555 Summit Lane Dario Pasquariello Lot: 5.21 BI: 08 Dario Architecture&Design,LLC East Marion, NY 709 Atlantic City Blvd. Beachwood, NJ 08722 Compliance: Passe s using performance ailternative Compliance: 7.1%Better Than Code Envelope Assemblies Assembly Gross Area Cavity Cont. Glazing Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1,565 30.0 0.0 0.035 55 Wall 1: Wood Frame, 16" o.c. 582 13.0 0.0 0.082 40 Orientation: Front Window: 12"SL:Wood Frame, Double Pane 7 0.280 2 Orientation: Front Window:3049:Wood Frame, Double Pane with Low-E 28 0.280 8 Orientation: Front Window:fx010:Wood Frame,Double Pane with Low-E 6 0.280 2 Orientation; Front Window:CTR2410:Wood Frame, Double Pane with Low-E 2 0.280 1 Orientation: Front Window:4045:Wood Frame, Double Pane with Low-E 18 0.280 5 Orientation: Front Window:AFC21:Wood Frame, Double Pane with Low-E 7 0.280 2 Orientation: Front Window: ETC6:Wood Frame, Double Pane with Low-E 3 0.280 1 Orientation: Front Door: 3068:Solid 20 0.200 4 Orientation: Front Wall 2: Wood Frame, 16" o.c. 441 13.0 0.0 0.082 34 Orientation: Right side Window: 3049:Wood Frame, Double Pane with Low-E 28 0.280 8 Orientation: Right side Project Title: Rogers Residence Report date: 03/10/1 Data filename: Z:\ backup \{Dario-DESKTOP}XSIDEWORK\2011\11162 ROGERS\rogers.rck Page 1 of 8 Gross Area Glazing Assembly or Cavity Cont. or Door LIA Wall 3: Wood Frame, 16" o.c. 582 13.0 0.0 0.082 38 Orientation: Back Window: 3049:Wood Frame, Double Pane with Low-E 57 0.280 16 Orientation: Back Window: 2840:Wood Frame,Triple Pane with Low-E 11 0.280 3 Orientation: Back Window:AP42V: Wood Frame, Double Pane with Low-E 16 0.280 4 Orientation: Back Door:6068: Glass 40 0.280 11 Orientation: Back Wall 4:Wood Frame, 16" o.c. 441 13.0 0.0 0.082 36 Orientation: Left side Window: 2030:Wood Frame, Double Pane with Low-E 6 0.280 2 Orientation: Left side Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,565 30.0 0.0 0.033 52 Furnace 1: Forced Hot Air 95 AFUE Air Conditioner 1: Electric Central Air 13 SEER Mechanical Equipment Description Forced Hot Air Gas 95 AFUE Electric Central Air Electric 13 SEER Compliance Statement The proposed building design described here is con 's e�Zla e qding plans,specifications,and other calculations submitted with the permit application.The proposed building, b - e eet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.5 0'a c t ndatory requirements listed in the RE/heck Inspection JZFlecklist. [� I/-�Sq, �llLic2La —/4�/4 { Yi¢ k; r �� 7- Name-Title Signata—e' Date lA S' �B6 Vd Q 3��'� -� . Project Title: Rogers Residence Report date: 03/10/1 Data filename: Z:\ backup_\{Dario-DESKTOP}\SIDEWORK\2011\11162 ROGERS\rogers.rck Page 2 of 8 REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 36.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Pre-Inspection/Plan Review Plans Verified Field Verified Complies? Comments/Assumptions bons & Re .ID Value Value P 103.21 :Construction drawings and j ;❑Complies ;Requirement will be met. [PRl] documentation sufficiently ;❑Does Not demonstrates energy code compliance for the building I❑Not Observable envelope. TINot Applicable 103.2, Construction drawings and ;❑Complies 403.7 ;documentation sufficiently ❑Does Not [PR3]1 demonstrates energy code ;q :compliance for lighting and 3❑Not Observable mechanical systems.Systems ❑Not Applicable ;serving multiple dwelling units ; 7 must demonstrate compliance 1 ;with the commercial code. 403.6 Heating and cooling equipment is; Heating: Heating: ;❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not on loads per ACCA Manual J or Cooling: ; Cooling: other approved methods. ; Btu/hr ; Btu/hr :❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 1 3 1 Low Impact(Tier 3) Project Title: Rogers Residence Report date: 03/10/1 Data filename: Z:\backup_N{Dario-DESKTOP}XSIDEWORK\2011\11162 ROGERS\rogers.rck Page 3 of 8 2010 New York i Foundation Inspection Complies? Comments/Assumptions Energy 303.2.1 Exposed foundation insulation ;❑complies :Requirement will be met. [FO11]2 i protection. ;❑Does Not ❑Not Observable; ❑Not Applicable 403.8 ;Snow melt controls. ;❑Complies [F012]2 ;❑Does Not i ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rogers Residence Report date: 03/10/1 Data filename: Z:\—backup_\IDario-DESKTOPI\SIDEWORK\2011\11162 ROGERS\rogers.rck Page 4 of 8 Section # Framing/Rough-in Inspection plans Verified Field Verified & Req.ID Value Value Complies? Comments/Assumptions 402.4.4 I Fenestration that is not site built [FR20]1 :is listed and labeled as meeting ❑Complies ;Requirement will be met. ` ;AAMA/WDMA/CSA 101/l.S.2/A440 1 E]Does Not or has infiltration rates per NFRC i❑Not Observable :400 that do not exceed code ❑Not Applicable limits. 402.4.5 'IC-rated recessed lighting fixtures; ;❑Complies 'Requirement will be met. [FR16]2 ;sealed at housing/interior finish ;❑Does Not and labeled to indicate&It;=2.0 y cfm leakage at 75 Pa. ; ;❑Not Observable ❑Not Applicable j 403.2.1 ;Supply ducts in attics are R- R- ;❑Complies (FR12]1 insulated to R-8.All other ducts R_ ; R_ ❑Does Not in unconditioned spaces or ; outside the building envelope are! �❑Not Observable insulated to R-6. Not applicable if ;❑Not Applicable :all systems are ductless. 403.2.2 :All joints and seams of air ducts, ❑Complies [FR13] ;air handlers,filter boxes,and E❑Does Not building cavities used as return ; �J � ducts are sealed. I ;ONot Observable ❑Not Applicable 403.2.3 ;Building cavities are not used as ❑Complies [FR15] ducts or plenums. ! ;❑Does Not ?, ❑Not Observable } ;ONot Applicable 403.3 2 HVAC piping conveying fluids R- I R- ;❑Complies [FR17] ;above 105-F or chilled fluids ❑Does Not below 55°F are insulated to R-3. ❑Not Observable ❑Not Applicable 403.4 2 i Circulating service hot water R- R- ;❑Complies [FR18] pipes are insulated to R-2. ;❑Does Not ❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ;❑Complies ;Requirement will be met. [FR19]2 i installed on all outdoor air I❑Does Not !intakes and exhausts. I 1❑Not Observable I ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rogers Residence Report date: 03/10/1 Data filename: Z:\backup_\{Dario-DESKTOP}\SIDEWORK\2011\11162 ROGERS\rogers.rck Page 5 of 8 2010 New York Insulation inspection Complies? Comments/Assumptions Energy 303.1 All installed insulation labeled or ;ClComplies :Requirement will be met. [IN13]2 installed R-values provided. UDoes Not ONot Observable' ;ONot Applicable Additional Comments/Assumptions; 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rogers Residence Report date: 03/10/1 Data filename: Z:\backup_\{Dario-DESKTOP}\SIDEWORK\2011\11162 ROGERS\rogers.rck Page 6 of 8 Section # Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions Mons & Req.ID Value Value p p 402.4.2, ,Building envelope tightness ACH 50= ACH 50 = ;❑Complies !Requirement will be met. 402.4.2.1 verified by blower door test result: ;❑Does Not [FI17]1 ;of<7 ACH at 50 Pa.This ;requirement may instead be met ❑Not Observable ;via visual inspection, in which ;❑Not Applicable case verification may need to occur during Insulation Inspection. 402.4.3 Mood-burning fireplaces have f [FI8]2 i gasketed doors and outdoor ❑Complies ;Requirement will be met. i ;combustion air. 1 ,❑Does Not i I ;❑Not Observable I ❑Not Applicable 403.2.2 Duct tightness via post- cfm cfm ;❑Complies (F1411 construction with maximum ;❑Does Not leakage of 8 cfm to outdoors, or 112 cfm across systems.For ❑Not Observable rough-in tests, verification may ❑Not Applicable need to occur during Framing ;Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 Programmable thermostats ; ;❑ [Fl9]2 i installed on forced air furnaces. Complies I ❑Does Not I ❑Not Observable �❑Not Applicable 403.1.2 ;Heat pump thermostat installed If ;❑Complies [FI10]2 J;on heat pumps. ;❑Does Not l ;❑Not Observable ` I - ;❑Not Applicable 403.4 ,Circulating service hot water ; ❑Complies [FI11]2i systems have automatic or accessible manual controls. ❑Does Not j {❑Not Observable ❑Not Applicable 403.9.1 Readily accessible switch on ❑Complies [FI 1213 heaters for swimming pools. i ;❑Does Not Q 1 — i❑Not Observable ❑Not Applicable 403.9.2 ;Timer switches on pool heaters ❑Complies [FI19]3 i and pumps are present. L ;❑Does Not F ❑Not Observable i ❑Not Applicable 403.9.3 Heated swimming.pools have a ; a❑Complies [F120] ;cover. Covers on pools heated ❑Does Not over 90 gF are insulated to R-12. { ❑Not Observable + ❑Not Applicable 401.3 !Compliance certificate posted. ElComplies ;Requirement will be met. [FI7]z i ElDoes Not !❑Not Observable i ;❑Not Applicable 303.3 Manufacturer manuals for I J❑Complies [FI18]3 mechanical and water heating El equipment have been provided. f Does Not I 1❑Not Observable ;[]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rogers Residence Report date: 03/10/1 Data filename: Z:\ backup_ {Dario-DESKTOP}\SIDEWORK\2011\11162 ROGERS\rogers.rck Page 7 of 8 I I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rogers Residence Report date: 03/10/1 Data filename: Z:\—backup_ {Dario-DESKTOP}\SIDEWORM2011\11162 ROGERS\rogers.rck Page 8 of 8 2010 New boric Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Wall 13.00 Floor 30.00 Ceiling/Roof 30.00 Ductwork (unconditioned spaces): Glass&Door Rating . Window 0.28 0.24 Door 0.28 0.24 Heating&Cooling Equipment Efficiency Forced Hot Air 95 AFUE Electric Central Air 13 SEER Water Heater: Name: Date: Comments WIND LOAD SNOW LOAD NE1.BASIC WIND SPEED 3 REVISIONS: DRAWING ELECTRICAL SYMBOLS WIND SPEED-1 0 M P.H.@ 33FTTABO GROUND SNOW LOAD:25lbs/tt2 USE GROUP R-5 TYPE OF CONSTRUCTION 5-E3 TA � DUPLEX RECEPTACLE - SWITCH GRADE ABOVE DRAWING GS BUILDING CATEGORY:1 NO. DATE DESCRIPTION SWITCH-3 WAY 2.WIND IMPORTANCE FACTOR,I,AND BUILDING 1 -l" IDI-2i ur..j =t 3-WIRE 220V RECEPTACLE I It JT CATEGORY IMPORTANCE FACTOR(SNOW LOAD)=1.0 ELEVATION REFERENCE ` QUADRAPLEX RECEPTACLE SWITCH-4 WAY Iw=1.00 BUILDING CATEGORY I 2 SQUARE FOOTAGE CALCULATIONS X SWITCH-TIMER EXPOSURE FACTOR=.9(EXPOSURE CATEGORY C ,56 XXX DRAWING NUMBER ® FLOOR OUTLET GARAGE AREA 56 SF �TT 3,WIND EXPOSURE: 3 FIRST FLOOR AREA 15 SF OVERHEAD GARAGE DOOR OPENER SWITCH-PILOT LIGHT 4 MAltl®N, NEW YORK EXPOSURE C THERMAL FACTOR:Ct=1.0(AS PER ASCE 7.95 TABLE 7-3) -4 TELEPHONE RECEPTACLE � SWITCH-DIMMER 5 TOTAL LIVING AREA 1,565 SF JOONX SECTION REFERENCE r COMPUTER/DATA RECEPTACLE ' FAN SWITCH SPD CONTROL -GENERAL NOTES 6 DRAWING NUMBER ) TOTAL VOLUME AREA 47,628 CIF XXX SMOKE DETECTOR/CARBON -- CABLE TV RECEPTACLE / 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE INTERNATIONAL 7 MONOXIDE DETECTOR GIENERAL CONCRETE NOTES ✓ -ENERGY CODE COMPLIANCE RESIDENTIAL CODE/2009,NATIONAL STANDARD PLUMBING CODE12009,(NATIONAL 8 _rX DETAIL REFERENCE 0 HARDWIRED SMOKE DETECTOR WI ELECTRIC CODE/2008,INTERNATIONAL ENERGY CONSERVATION CODE12009, 9 S.D. XX M EXHAUST FAN 1, CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH 1.WALL SECTION(U REQUIRED) INTERNATIONAL MECHANICAL CODE/2009,INTERNATIONAL FUEL GAS CODE/2009, TOTAL ATTIC AREA 2,24514 9 SF XXX DRAWING NUMBER BATTERY BACK-UP C THIE REQUIREMENTS OF THE AMERICAN CONCRETE INSTITUTE(ACI 318)BUILDING CODE OUTSIDE AIR FILM .17 AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL 10 VENTILATION REQUIRED HARDWIRED HEAT DETECTOR W/ 8 RECESSED WALL WASHER FOR REINFORCED CONCRETE,LATEST AMENDMENTS. SIDING •92 FOR ONE AND TWO FAMILY DWELLINGS AND ALL RELATED NY STATE CODES AND �rJ.O. BATTERY BACK-UP BATT INSULATION 13.00 ADOPTED AMENDMENTS. WORK SHALL ALSO COMPLY WITH ALL STATE,FEDERAL AND WALL TYP ES PLAN SYMBOLS CEILING MOUNTED LIGHT FIXTURE 2.,THE MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS AND REQUIREMENTS: BUILDING PAPER .12 LOCAL CODES,REGULATIONS,REQUIREMENTS,CONDITIONS,VARIANCES,AND ' 7' • ' O RECESSED DOWNLIGHT PORTLAND CEMENT ASTM C150 1/2"GYPSUM BOARD .45 ORDINANCES APPLICABLE,AND THE MINIMUM STANDARDS SET WITHIN THESE UNDER CABINET LIGHT FIXTURE EXIST.STUD WALL READY MIX CONCRETE ASTM C34 INSIDE AIR FILM 68 SPECIFICATIONS. (3)2X4 UNLESS OTHERWISE NOTED CONCRETE AGGREGATE 1/2'PLYWOOD EXTERIOR SHEATHING .67 �...d o.•c. " , a FAN LIGHT WITH FAN w TO REMAIN Q WALL MOUNTED LIGHT FIXTURE STM C33 DE ORMED BILLET STEEL BARS AASTM A615 2.THE GENERAL CONTRACTORIOWNER SHALL VERIFY ALL DRAWING AND FIELD (3)2X6 UNLESS OTHERWISE NOTED lj/ RI EXIST.STUD WALL ® 3.5"STEEL COLUMN UNLESS FLOOD LIGHT WELDED WIRE MESH ASTM A185 TOTAL R 16.01 DIMENSIONS AND CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK AND SHALL TO BE REMOVED TOTAL U = 1/16.01 .062 LIST OF DRAWINGS OTHERWISE NOTED NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR QUESTIONS, ARCHITECTURE DESIGN ..,.,""" -' NEW STUD WALL CEILING MOUNTED EXIT SIGN-ARROWS CEILING MOUNTED EXIT SIGN- 3.,PORTLAND CEMENT SHALL BE TYPE 1A;MAXIMUM AGGREGATE SIZE SHALL BE 3/4". X POINT LOAD ABOVE DIEFORMED BILLET BARS FOR CONCRETE REINFORCEMENT SHALL BE GRADE 60, ADD 2.ROOF ASSEMBLY(R REQUIRED) 3.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR DEVIATIONS,SUBSTITUTIONS,OR INDICATE DIRECTION OF EGRESS WITH OUTSIDE AIR FILM 68 EXIST.BLOCK TO REMAIN ----- BEAM MIXTURES SHALL NOT BE PERMITTED. CHANGES FROM THIS DRAWING OR SPECIFICATION UNLESS THE ARCHITECT FORMALLY 3. BATTERY BACK UP 1 200 AMP ELEC.SERVICE PANEL BATT INSULATION 38.00 I APPROVES CHANGES IN WRITING. Al COVER SHEET,NOTES, FRAMING CHECKLIST,&S`YMBOLS -------- EXIST.BLOCK TO BE Q REVISION TAG 4.,CONCRETE SHALL DEVELOP A COMPREHENSIVE STRENGTH OF 3000 PSI AFTER 26 DAYS 1/2"GYPSUM BOARD .45 />2 FOUNDATION PLAN,WALL SECTION,&DETAILS -------- REMOVED FLUORESCENT LIGHT FIXTURE + CEILING FAN AIND HAVE A MAXIMUM SLUMP OF 3". INSIDE AIR FILM ,68 4.THE GENERAL CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL METHODS OF A3 FIRST FLOOR PLAN&DETAILS CMU (LULL��NIII NEW BLOCK WALL FILLED SOLID CONSTRUCTION AND SHALL ADHERE TO ALL SAFETY STANDARDS AS DICTATED BY 5.,PROPORTIONING OF THE CONCRETE MIX SHALL BE BY THE SPECIFIC GRAVITY METHOD. O.S.H.A.AND FIELD CONDITIONS. OWNER AND ARCHITECT SHALL NOT BE RESPONSIBLE { A4 ELECTRICAL PLAN,ROOF FRAMING PLAN,&DETA�fLS -�=-==�-�- TOTAL R 39.81 � A5 ELEVATIONS i NEW BRICK VENEER ® HTT-5 BY"SIMPSON" 4t-p WALL MOUNTED EMERGENCY LIGHT FLUORESCENT CLOSET LIGHT TOTAL U -1/39.81 .025 FOR ENFORCING OF ANY REQUIREMENTS. a A5a ELEVATIONS WITH BATTERY BACK UP 6.,ALL FOOTING DESIGNS ARE BASED ON A MINIMUM SOIL BEARING CAPACITY OF 3000 PSF. 3.FLOORS OVER UNHEATED SPACES R REQUIRED IN CAB MOUNT IN CABINET IF'CONDITIONS ARE FOUND TO BE DIFFERENT,THE ARCHITECT IS TO BE NOTIFIED IN ( ) 5.ALL PRODUCTS SHALL BE SIZED,INSTALLED,AND FINISHED IN STRICT•ACCORDANCE GROUND FAULT INTERRUPT WIRITING PRIOR TO CONSTRUCTION FOR NEW FOOTING DESIGN. PLYWOOD FLOOR •93 WITH THE GUIDELINES AND SPECIFICATIONS OF THE MANUFACTURER AND APPROVING GFCI CH COUNTER HEIGHT BATT INSULATION 30.00 TEST LABORATORIES.ALL RECOMMENDED ACCESSORIES AND TECHNIQUES SHALL BE v, 001`J?PLY WITH ALL CODES OF WP WATER PROOF RECEPTACLE PC PULL CHAIN CARPET AND PAD 1.23 UTILIZED,AS REQUIRED,SO AS TO INSURE COMPLETE PERFORMANCE OF THE PRODUCT. ALL PRODUCTS SHALL BE INSTALLED TO CARRY MAXIMUM AVAILABLE E" NEW YORK STATE & TOWN CODES AS REQUIRED . .. TOTAL 32.16 MANUFACTURER'S WARRANTY FOR THE INSTALLATION. aI��ROVES s OT1� TOTAL U -1/32.16 .031 4057 ROUTE 9 NORTH#159 6,ALL CONTRACTORS SHALL PERFORM THE WORK AS DESCRIBED IN THE DRAWINGS HOWELL,NEW JERSEY 07731 DATE:� Z6 � B.P. SOUTHOLD TOWN Z5A 4.WINDOWS TO HAVE U-FACTOR NO GREATER THAN 0,5{BTU 1{HR FT °F)} AND SPECIFICATIONS HEREIN.ALL WORK SHALL BE COMPLETED TO THE FULL INTENT T:(908)-247-5350 ;I; p OF THESE DESIGN DOCUMENTS, SHOULD ANY QUESTION AS TO COMPLETION F:(732)-358-0236 FEE: 05 �- BY: I rt -ELECTRICAL NOTES --- �M SOUTr!0_� TOWN PLANNING BOARD 5.DOORS TO HAVE U-FACTOR NO GREATER THAN 0,6{BTU/(HR FT `F)} REQUIREMENTS ARISE,THEY SHALL BE BROUGHT FORTH IN WRITING TO THE OWNER NOTIFY BUILDING DEPARTMENT AT 1,K 1. SYMBOLS SHOWN ARE TO SUGGEST THE TYPE OF FIXTURES TO BE OR ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK. DARIO L.PASQUARIELLO R.A. A.LA. 765-?802 8 AM TO 4 P",1 FOR THE �__� SOUTH h' T 1 N TRUSTEES ADMINISTRATIVE. INSTALLED. 6,ALL CONSTRUCTION TO CONFORM WITH ICC MODEL ENERGY CODE Z009, NJ LICENSE N0.Al 17852 THE ARCHITECT/ENGINEER HAS NOT BEEN RETAINED FOR THE SUPERVISION OF WORK&IT REMAINS' NY LICENSE NO,P033696 A405 - FOLLOWING INSPECTIONS: � � 7.ALL WORK SHALL BE PERFORMED BY LICENSED BUILDING TRADES WHERE PA LICENSE NO.RA405008 IV.Y,S.DES INCUMBENT ON THE CONTRACTOR TO TO INFORM THE BUILDING DEPARTMENT OR THE 2. ALL LIGHT FIXTURES SHALL BE AS SELECTED AND/OR APPROVED BY THE 7.ALL EXTERIOR JOINTS AROUND WINDOWS,DOORS,UTILITY PENETRATIONS AND INTERSECTIONS APPLICABLE, ALL CONTRACTORS,AND SUBCONTRACTORS,SHALL PROVIDE A 1. FOUNDATION - Tb'V'0 REQUIRED -" - ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CHANGES ON THE APPROVED PLANS. OF WALLS,ROOFS AND FLOORS SHALL BE CAULKED&SEALED W)AN APPROVED ELASTIC CERTIFICATE OF INSURANCE FOR THE PROJECT. EMAIL;DARIOPASQUARIELLO@GMAIL.COM FOR POURED CONCRETE DO NOT PROCEED V,i CH NO WORK IS TO BE STARTED UNTIL A BUILDING PERMIT HAS BEEN SECURED AS REQUIRED BY THE OWNER. CAULKING COMPOUND, 2. ROUGH - FRAMING & PLUMB!NG FRAMING UNTIL SURVEY GOVERNING AGENCIES. 3. INSULATION OCCUPANCY OR OF FOUNDATION LOCATION THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE 3.VERIFY EXACT LOCATION OF ELECTRICAL DEVICES PRIOR TO 8.RECESSED LIGHTING FIXTURES MUST BE IC RATED WHERE INSULATION IS NEARER THAN 3"TO -GENERAL STAIR REQUIREMENTS(RESIDENTIAL) SIGNATURE&SEAL: 4. FINAL - CONSTRUCTION MUST HAS t, 134�`i�; APPROVED. COMMENCEMENT OF WORK&SHALL REPORT ANY DISCREPANCIES TO THE ATTENTION OF THE INSTALLATION. ARCHITECT/ENGINEER BEFORE PROCEEDING. THE LIGHT FIXTURE. ALL RECESSED LIGHTS MUST BE TIGHTLY SEALED OR GASKETED TO 3 BE COMPLETE FOR C.O. USE IS UNLAWFUL ALL WORK OF THE VARIOUS TRADES INVOLVED WITH THE CONSTRUCTION OF THIS PROJECT IS TO 4. PROVIDE WIRING FOR ITEMS NOT SHOWN,SPECIFICALLY-AIR PREVENT AIR LEAKAGE THROUGH THE FIXTURE INTO THE CEILING CAVITY OR ATTIC AREA, 1,RISER HEIGHT SHALL BE A MAX OF 7�INCHES. MINIMUM TREAD DEPTH r. Ir BE PERFORMED BY CAPABLE AND REPUTABLE CONTRACTORS,LICENSED IN THE STATE OF NEW CONDITIONING UNITS,APPLIANCES,PLUMBING FIXTURES(WHIRLPOOLS, SHALL BE 10 INCHES. THE WALKING SURFACE OF TREADS AND LANDINIGS OF - ALL CONSTRUCTION SHALL MEET THE 1 YORK&AS REQUIRED BY LOCAL AGENCIES. DO NOT SCALE DIMENSIONS FROM DRAWINGS. ETC, 9.IN ALL FRAMED WALLS,FLOORS,AND ROONCEILINGS COMPRISING ELEMENTS OF THE BUILDING A STAIRWAY SHALL BE SLOPED NO STEEPER THAN 1 UNIT VERTICAL IN 48 WITHOUT tEI�tTll�ir�- �; 2„VTR ) REQUIREMENTS �I,'��l3DES OF NEW J,� _J'L 3 VTR WRITTEN DIMENSIONS ARE TO BE FALLOWED FOR CONSTRUCTION PURPOSES. LARGE SCALE THERMAL ENVELOPE,A VAPOR RETARDER SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF UNITS HORIZONTAL. �-S�'�r'�SI I DRAWINGS TAKE PREFERENCE OVER SMALLER SCALE DRAWINGS. THE INSULATION IN ACCORDANCE WITH THE MANUFACTURES SPECIFICATIONS. `_ 1- 1 1 F .�e" 5.ALL WIRING AT THE LEVEL OF RESIDENCE TO-NONMETALLIC-SHEATHED C� `"�` 1"• s.' NO WORK IS TO BE STARTED UNTIL THE PLANS ARE APPROVED BY THE NEW YORK CITY DEPT OF 2 Pr ,STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN WIDTH.(HANDRAIL TO C� f 1GN OR CON T'RUCTION ERRORS. . ''� a 13" CABLE(TYPES NM,NMC,AND NMS)INSTALLED AS FOLLOWS: BUILDING AND A WORK PERMIT IS OBTAINED. 10.INSULATION MATERIALS,INCLUDING FACINGS,SUCH AS VAPOR BARRIERS OR BREATHER HANDRAIL NO LESS THAN 27INCHES&HANDRAIL TO WALL NO LESS THAN _ P' UMBER CERTIFICATION THESE NOTES ARE PART OF THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AND ARE TO PAPERS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES,ROOF-CEILING ASSEMBLIES,WALL 31.5 INCHES) 1 3" PLUMBING ` A. THE CABLE SHALL BE PROTECTED FROM PHYSICAL DAMAGE WHERE s x�, RETAIN 1 , _ _ O LFAD CONT FULLY COMPLIED WITH IN ALL RESPECT. ASSEMBLIES,CRAWL SPACES AND ATTICS SHALL HAVE A FLAME-SPREAD INDEX NOT TO EXCEED r:.� t- N ST M WATER RUNOFF - 2 ALIL PLUMBING WASTE ENT BEFORE 1 ;--T-� _- THE CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE SO THAT HE MAY DETERMINE THE NECESSARY BY CONDUIT,ELECTRICAL METALLIC TUBING,SCHEDULE 80 3 25 WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN 3.LANDINGS: SHALL NOT BE LESS THAN 36 INCHES IN EITHER DIRECTION. O PURSUANT O ___ DIFFICULTIES HE MAY ENCOUNTER DURING CONSTRUCTION. PVC RIGID NONMETALLIC CONDUIT,PIPE,GUARD STRIPS,LISTED SURFACE ;., NOFF E v- ACCORDANCE WITH ASTM E 84. ,,,,,,+ ; •'��•CHAPTER 236 i E I ERTIFJ+CATE OF OCCUPANCY _ T - -- FOUNDATION AND SUBSOIL CONDITIONS HAVE BEEN DESIGNED BASED ON THE INFORMATION METAL OR NONMETALLIC RACEWAY. ` zPa ��''b'('0 _ & 1,`vATER LINES NEED � 2 �)a OF THE TO r = r 1 ' _ _`- 4.MINIMUM HEADROOM SHALL BE NO LESS THAN 80 INCHES AT ANY PART OF ,`, T� ��4,-,E COVERING MASTER -' CONTAINED WITHIN THE BORINGS AND/OR TEST PITS AS FURNISHED BY THE OWNER.EXACT 11.ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL THE STAIRWAY, f�H N CODE. BATHROOM i _SC)LDER USED IN WATER ! ; I FOUNDATION REQUIREMENTS ARE SUBJECT TO CHANGE BASED ON CONTROLLED INSPECTIONS OF B. BORED HOLES-WHERE CABLE IS INSTALLED THROUGH BORED * ;A�I�y' ,,,4 I I KITCHEN I BATH I RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. 12" SUPPL Y SYSTEM CANA10T 11-112" 12" 1-112" SUBSOIL CONDITIONS AND MAY VARY FROM THOSE INDICATED ON THESE DRAWINGS. HOLES IN JOISTS,RAFTERS,OR WOOD MEMBERS,HOLES SHALL BE BORED 1-112 '3" I 1-112: i EXCEED 2/i0 OF 1% Lc r;�. I CONTRACTOR/OWNER IS RESPONSIBLE TO NOTIFYING UTILITY COMPANIES TO VERIFY EXACT SO THAT THE EDGE OF THE HOLE IS NOT LESS THAN 1 114"FROM THE 5.THERE SHALL NOT BE VARIATION EXCEEDING 3!8"IN THE DEPTH OF ' LOCATIONS OF THEIR UTILITY LINES,SERVICE AND OTHER POSSIBLE EQUIPMENT. 12.EXTERIOR WINDOWS AND GLASS DOOR SHALL BE TESTED BY AN APPROVED INDEPENDENT ADJACENT TREADS OR IN THE HEIGHT OF ADJACENT RISERS. THE I � NEAREST EDGE OF THE WOOD MEMBER. WHERE THIS DISTANCE CANNOT THE OWNER SHALL BE RESPONSIBLE FOR THE SAFE MAINTENANCE OF THE BUILDING SITE. LABORATORY,AND BEAR A LABEL IDENTIFYING MANUFACTURER,PERFORMANCE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER OR BETWEEN j 1 o BE MAINTAINED,THE CABLE SHALL BE PROTECTED FROM PENETRATION BY PROJECT INFORMATION: I DISH PRIOR TO COMMENCEMENT OF WORK THE ADJACENT PROPERTY OWNERS SHALL BE GIVEN 5 DAYS CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO INDICATE COMPLIANCE WITH THE THE LARGEST AND SMALLEST TREAD SHALL NOT EXCEED 3/8". SCREWS OR NAILS BY A STEEL PLATE OR BUSHING,AT LEAST 1/16"THICK, WAS I WRITTEN NOTICE BY CERTIFIED MAIL,WHERE ADJACENT PROPERTY IS AFFECTED BY FOUNDATIONS„ AND OF APPROPRIATE LENGTH AND WIDTH INSTALLED TO COVER THE REQUIREMENTS SET FORTH. 1-112" j GRADING, EARTHWORK OR DEMO WORK. AREA OF THE WIRING. 6.STAIRWAYS SHALL HAVE CONTINUOUS HANDRAIL ON A MINIMUM OF ONE AN ACCURATE AND COMPLETED SURVEY,MADE A LICENSED SURVEYOR,SHALL BE SUBMITTED TO 13.THE INSTALLER SHALL PROVIDE SIGNED AND DATED STATEMENTS CERTIFYING THE PRODUCTS SIDE. HANDRAILS SHALL BE CONTINUOUS,WITHOUT INTERRUPTION BY 1.1112" THE APPLICANT OF RECORD AFTER COMPLETION OF WORK SHOWING THE LOCATION AND INSTALLED.FOR BLOWN OR SPRAYED INSULATION,THE INITIAL INSTALLED THICKNESS,THE NEWEL POSTS,OTHER STRUCTURAL ELEMENTS OR OBSTRUCTIONS,A FIRST FLOOR 3" " ELEVATIONS OF ANY NEW BUILDING OR EXTENSION, FINISHED FLOOR ELEVATION,GRADE C. BENDS IN CABLE SHALL BE MADE SO THAT THE CABLE WILL NOT BE t/2" 3 1-1(2" 2" 1-112 ELEVATIONS AND SHALL COMPLY TO THE MINIMUM STANDARDS OF THE NYSSPLS. DAMAGED AND THE RADIUS OF THE CURVE OF THE INNER EDGE OF ANY SETTLED THICKNESS,COVERAGE AREA,AND THE NUMBER OF BAGS MUST S POSTED H A HANDRAIL AND ANY WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL CONSPICUOUS LOCATION ON THE JOB SITE.IN ATTICS,THICKNESS MARKERS FACING THE ATTIC SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. 2" 2„ BEND SHALL NOT BE LESS THAN FIVE TIMES THE DIAMETER OF THE CABLE. ACCESS MUST BE PLACED AT LEAST ONCE EVERY 300 SQUARE FEET. 2� 7.THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE ADJACENT WALL OR I 3" 14.JOINTS OF DUCT SYSTEMS SHALL BE MADE SUBSTANTIALLY AIRTIGHT BY MEANS OF TAPPS, SURFACE SHALL NOT BE LESS THAN 1/2". U 3" MASTICS,GASKETING OR OTHER APPROVED CLOSURE SYSTEMS AS REQUIRED. 8.HANDRAILS SHALL NOT BE LESS THAN 36"NOR MORE THAN 38",MEASURED C.O. C.O. 2, C.O. 15,MANUFACTURER MANUALS FOR ALL INSTALLED HEATING AND COOLING EQUIPMENT MUST BE VERTICALLY,ABOVE THE LEADING EDGE OF THE TREADS OR ABOVE THEPRESCRIPTIVE METHOD O)F•HE AMERICAN FOREST AND PAPER ASSOCIATIONS WOOD THE FOLLOWING PLANS Ct01FORM TO THE REQUIREMENTS OUTLINED THE LEFT WITH THE HOME UPON COMPLETION OF CONSTRUCTION. FINISHED FLOOR OF THE LANDING OR WALKING SURFACES. LLI BASEMENT FRAME CONSTRUCTION M,IAIUAL FOR ONE AND TWO FAMILY DWELLINGS LOCATED IN 9. HANDRAILS SHALL HAVE A CIRCULAR CROSS SECTION WITH AN OUTSIDE _ DIAMETER OF AT LEAST 1 1/4"AND NOT GREATER THAN 2". F" A 120 MPH EXPOSURE C NNItO ZONE. 4" 4" 4" 10� Q 4" W r Y 4" TO SAN. tea. N SEWER 0 ALL HORIZONTAL PIPE RUNS,WASTES OR VENTS SHALL PITCH A MINIMUM OF 114'PER FOOT Q O PLUMBING RISER D IAG IRAM ALL VTR'S TO BE LOCATED IN REAR ROOFS IF POSSIBLE VTR'S SHALL NOT BE LOCATED WITHIN 10 FEET OF A WINDOW CONTRACTORS LICENSED PLUMBER TO C, WALL FRAMING 0 �- W SCALE:N.T.S. REVIEW DIAGRAM AND CORRECT AS REQUIRED. FRAMING CHECKLIST I- Al 0 C-C z ALL WORK TO CONFIRM WITH ALL APPLICABLE CODES INSTRUCTIONS:THE FOLLOWING IS A FRAMING CHECKLIST AS REQUIRED BY THE UNIFORM CONSTRUCTION CODE.BUILDER OR BUILDER'S 1.EXTERIOR WALL FRAME: 2.INTERIOR LOAD-BEARING MALLS: 3.INTERIOR NON LOAD-BEARING WALLS: U m L z REPRESENTATIVE CHECKS BOXES MARKED'B'.BUILDING INSPECTOR CHECKS BOXES MARKED'('.ORIGINAL DOCUMENTS SHALL BE OBTAINED FROW HE IST 2ND 3RD IST 2ND 3RD IST 2ND 3RD LOCAL BUILDING DEPARTMENT AND EXECUTED ACCORDINGLY.(THIS IS FOR REFERENCE ONLY.) 1.1- co FBI I❑ B❑ I� B❑ I❑ SIZE B❑ I❑ B❑ I❑ � SIZE B❑ I❑ a� a M SIZE rn B❑a B❑ I❑ B❑ I❑ SPACE B❑a D 1❑ E� SPACE E I❑ B❑m E 0 SPACE z l n � VNI I- FASTENING SCHEDULE: WIi'CM 120 MPH EXPOSURE C WIND ZONE A. BASEMENT OR CRAWL SPACE B❑ I❑ B❑ I❑ B❑ I❑ SPECIES AND GRADE B❑ I❑ B❑ (❑ B� I❑ LAYOUT SUPPORT BELOW 8❑a B❑Q M� SPECIES AND GRADE O y� O GENERAL NAILING SCHEDULE B i B I B I CUTTIfJG,NOTCHING AND BORING B I 8 1 B I SPECIES AND GRADE B❑ a J LU 1.ANCHORAGE: 2.SILL PLATES: 3.BEAM POCKETS: 4.COLUMNS: ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑ AND B CUTTING,NOTCHING AND BORING BOLTS Q� B❑� �� HEADER SIZES BI� �� Q CUTTING,NOTCHING AND BORING B❑❑I Q a M� FIRE BLOCKING U f ❑❑ 6❑ I❑ SIZE B❑ I❑ BEARINGISHIMS B❑ I❑ SIZED PER PLAN ❑❑ ❑❑ a❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ JOINT DESCRIPTION NUMBER OF COMMON NAILS NUMBER OF BOX NAILS SPACING OF FASTENERS B I SPACING B I B I B I JACK STUD BEARING B I B I B I FIRE BLOCKING B I B I B I HEADER SIZES Z a a GRADE,SPECIES B❑ I� TERMITE PROTECTICONOR CLEARANCE B❑ I❑ ATTACHMENT/PLATES B❑ I❑ SIZE TOP PLATES ❑❑ a a HEADER SIZES a TOP PLATE NAILING B❑ I❑ TREATMENT B❑ I❑ SPACING/LOCATION ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ROOF FRAMING: STRAPS B I B i B I NAILING B I B 1 B I JACK STUD BEARING FBI a LAPS �� PAINT(COATING SPACING(PER MANUF.SPECS) �� R M a M LAPS TOP PLATES 0 BLOCKING TO RAFTER(TOE NAILED) 2 8d 2.10d EACH END B� I1 SILL SEALER RIM BOARD TO RAFTER(END NAILED) 2-16d 3-16d EACH END D I❑ SIZE B❑ I� PROPER TREATMENTOVER FOUNDATION OPENINGS(BEARING OF JOISTTS' El ED FBI F11 F EE RAFTER TIES ED17 El El Elm NAILING I� B❑ I❑ B❑ 1❑ HURRICANE STRAPS(IF REQUIRED) F� FBI El� LAPS WALL FRAMING: �� TERMITE PROTECTION TOP PLATES @ INTERSECTIONS(FACE NAILED) 4'16d 5'16d AT JOINTS Fil[I] FBI Ell El a STRAPPING STUD TO STUD(FACE NAILED) 2-1 Ed 2-16d 24"O.C. HEADER TO HEADER(FACE NAILED) 16d 16d 16"O.C.ALONG EDGES D. ROOF FRAMING FLOOR FRAMING: B. FLOOR FRAMING AND FLOORING 1.TRUSS ROOF FRAMING(AS PER DESIGN): 2.PERMANENT TRUSS-TO-TRUSS BRACING: 3.SOLID SAWN ROOF FRAMING: CONTENT: JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4.8d 4-10d PER JOIST APPROVED DOCUMENTS WHICH SHOW: (AS PER DESIGN) BM❑I SIZE BLOCKING TO JOIST(TOE NAILED) 2-8d 2-1Od EACH END 1.BOX OR RIM JOIST,OR PERIMETER BAND JOIST: 2.GIRDERS AND BEAMS: 3.FLOOR JOISTS: a I❑ LAYOUT PLANS B❑a LAYOUT 0 C O V E R 4-:3 t-1 E T BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK B❑❑i GRADE,SPECIES LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST IST 2ND 3RD IST 2ND 3RD S❑ I❑ TRUSS MEMBERS B❑ I❑ SIZE 0 NOTES/ SYMBOLS 3-8d 3-1 Od PER JOIST B❑ I❑ SIZED PER PLAN JOIST ON LEDGER TO BEAM(TOE NAILED) B❑ 1❑ B❑ I❑ B❑ 1❑ SIZE a SIZED PER PLAN LAYOUT 0 FRAMING CHECKLIST BAND JOIST TO JOIST(END NAILED) 3 i6d 3-16d PER JOIST 6❑EI CONNECTION SCHEDULE M� TYPE BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16d 3 16d PER FOOT B❑ a B❑� GRADE,SPECIES �❑ TYPE B❑ 1❑ a❑j B❑a GRADE,SPECIES B❑❑I SPACING B❑ I❑ PERMANENT BRACING DETAILS B❑ I❑ NAILING o NAILING SCHEDULE B❑❑1 GRADE,SPECIES PRE-ENGINEERED 9l❑I SPAN B� I❑ a I❑ B❑ I❑ SINGLE OR DOUBLE �� a FD �� PER MAUNF.SPECS �EI DORMERSIROOF STRUCTURES B❑ I❑ OVERLAP ROOF SHEATHING: ❑❑ ❑❑ ❑❑ B❑ I❑ LOCATION RELATION TTOPLAN B I B I B I PRE-ENGINEERED PER MAUNF.SPECS s7� EI� �� BEARING BEARING -WOOD STRUCTURAL PANELS- � I❑ EQUIPMENT/APPLIANCES B❑ I❑ TERMINATION RAFTERS OR TRUSSES SPACED UP TO 16"O.C. 8d 10d 6"EDGE/6"HELD B❑ [11CANTILEVERS AS PER DESIGN �D NAILING RAFTERS OR TRUSSES SPACED OVER 16"O.C. 8d tOd 4"EDGE/4"FIELD � 1� a D 51� NAILING GABLE ENDWALL RAKE OR RAKE TRUSS W10 OVERHANG 8d 10d 6"EDGE I6"FIELD �� LOCATION AS PER LAYOUT B❑ I❑ TRANSITION BRACING B f FASTENING GABLE ENDWALL RAKE OR RAKE TRUSS W/STRICT,OUTLOPOKER5 8d 10d 6"EDGE l6"FIELD Q ATTACHMENT SCHEDIULE ❑❑ ❑❑ ❑❑ GABLE ENDWALL RAKE OR RAKE TRUSS W/LOOKOUT UTLOO S 8d 10d 4"EDGE 14"FIELD B I B f B I BRIDGING B❑a ALIGNMENT � DAMAGE CAUSED BY FASTENERS B❑ I❑ BEARING �a CUTTING AND NOTCHING 3.GABLE END BRACING(AS PER DESIGN): ❑❑ CUTTING,NOTCHING AND BORING LAPPING (PER CODE) a EJ BEARING CEILING SHEATHING: 4.FLOORING,SHEATHING,OR DECKING: ❑❑ ❑j g❑� AS PER PLAN POINT LOADS-SUPPORTED B❑ I❑ LAYOUT FBIFI BRIDGING B❑ I❑ SPACING RIDGE SIZE B I ❑ ❑ SPAN HANGERS I B 1 FBI I❑ 5d COOLERS - 7"EDGE!10"FIELD IST 2ND 3RD ❑ ❑ � I� CONNECTIONS TO BEARING POINT a� SIZE GYPSUM WALLBOARD ❑ ❑ B❑ 1 1 HURRICANE TIES(IF REQUIRED) JOB NUMBER: 11162 MATERIAL B I B i B I HEADERS �� NO CONNECTION TO NON BEARING POINT �� TYPE WALL SHEATHING: FBI M ED F TI FB� 17 PANEL SPAN,THICKNESS a FBI F [11 Ell I FRAMED OPENINGS [fl a DAMAGE AND DEFECTS IE17NAILING DATE: 5-31-12 -WOOD STRUCTURAL PANELS- 8d 10d 6"EDGE112"PELD SPECIAL REQUIREMENTS 5,STAIR ATTACHMENT: e❑0 ENGINEERED METHOD OF REPAIR FB-1[11 OVERLAP STUDS SPACED UP TO 24.O.C. 1/2'AND 25/32'FIBERBOARD PANELS 8d" 3"EDGE/6"FELD a I❑ B❑ I❑ B❑ II EDGE BLOCKING IST 2ND 3RD 6❑ f❑ TERMINATION ❑❑ ❑❑ ❑❑ El El ❑❑ ❑❑ E. SHEATHING DRAWN BY: D.P. 112"GYPSUM WALLBOARD 5d COOLERS - 7"EDGE/10"FIELD B I B I B I GAPPING 8 I B 1 8 I BEAMING Q❑ ❑❑ ❑❑ LAYOUT ❑❑ ❑❑ ❑❑ NAILLING 1.SHEATHING-EXTERIOR WALLS: 2.SHEATHING-ROOF: FLOOR SHEATHING MATERIAL MATERIAL SPECIAL REQUIREMENTS SHEATHING,FRT-ROOF -WOO DL SS STRUCTURAL PANELS- Bd 10d WEDGE 112"FIELD 6❑ 1❑ PANEL SPAN,THICKNESS B❑ PANEL SPAN,THICKNESS B❑ 1❑ BLOCKING EDGE,IF REQ. B❑F FOUR FEET FROM FIRE WALL '. GREATER THAN 1" 10d 16d 6"EDGE 16'FIELD SPECIAL REQUIREMENTS B❑ I❑ CLIPS,IF REQ. a D NONCORROSIVE FASTENERS *CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL REQUIREMENTS. ❑ I❑ GAPPING B❑ I❑ GAPPING B❑ 1❑ LAYOUT Fill-,] LAYOUT Fe I Q CORNER BRACING.IF REQ. w SHEET NUMBER: OF 6 REVISIONS: RIDGE VENT BY'COR-A-VENT'OR EQUAL NO. DATE DESCRIPTION_ 1 'SIMPSON'CS16(OR EQUAL)TYP. 2 (SEE HIGH WIND DETAILS) 3 4 "TIMBERLINE"ARCHITECTURAL SELF-SEALING ROOF 5 SHINGLES ON 1/2"EXT.GRADE PLYWOOD ON ROOF r -w RAFTERS WI COLLAR TIES(SEE PLAN FOR SIZE AND 6 SPACING) I ( 7 EXTENT OF ICE SHIELD ICE SHIELD-A COURSE OF 90 LB MINERAL SURFACED i I 8 ROLL ROOFING OR A COURSE OF 50 LB SMOOTH ROLL 9 24° ROOFING IS INSTALLED TO OVERHANG THE UNDERLAY I oa° 58'-911 AND METAL EDGE FROM i'TO J% EXTEND UP THE ROOF I 10 FAR ENOUGH TO COVER A POINT AT LEAST 24"INSIDE , THE INTERIOR WALL LINE OF THE BUILDING. WHEN THE ° 371_2" 8'-3 ' 13'-3 " 12 OVERHANG REQUIRES FLASHING WIDER THAN 36",THE I I HORIZONTAL LAP JOINT IS CEMENTED AND LOCATED ON ( i 7 THE ROOF DECK EXTENDING BEYOND THE EXTERIOR H2.5a LINE OF THE BUILDING. ( ALLOWABLE UPLIFT-600 DARIO '_p" 36'-2" '_p11 7'-3 ' '_p1, 11'-3 " 1'_p' ALLOWABLE LATERAL-110 ° r -------- ---- -------- , I AT EVERY RAFTER TO TOP PLATE I ARCHITECTURE (DESIGN --] /x,'i't'<'>:' x . --'----- I o SNROFOAM BAFFLE I ; ,1 6'-1011 I '�' ti r 1 `xA•°` 2 I O ;,5% - - - 9"(R-38)GATT INSULATION 411 4X4 PRESS.TREATED COLUMN ON I j U SUMP PIT TO F OTER DRAIN Y� `A r LL 12"DIA.SONG-TUBE-FILLED SOLID 1 c� I Y" t Y if.-. .• I w I X SIMPSON'H2.5(OR EQUAL)TYP. W/CONCRETE TO MIN.36"BELOW [ w FINISH GRADE I ,; ci "' I '' (SEE HIGH WIND DETAILS) [ I ow [ 1 o r [ 1 N I I ca cv I i;; I S? -. —1 X8 ALUMINUM CLAD FASCIA BD,(TYP) 10'-6"X 4'X 4"THICK CONIC.PAD—-r-- oLL PULL CHAIN I j --"ffURDE 4057 ROUTE 9 NORTH#159 L____ z I — 12"CONTINUOUS VENTED SOFFIT HOWELL,NEW JERSEY 07731 ` 1_ in o 1_ u_ ; , 9 92 N 9 9 I (SEE ELEVATION) T:(908)-247-5350 I '2ND FLOORF:(732)-358-0236 __��(11)2�C1 y; i a a ( i �N DOUBLE PLATE pARIO L.PASQUARIELLO [ )2X6 PRESS.TREATED ( [ _ _ �' SIDING(SEE ELEVATION)ON TYVEK - ^ c4 I O NJ LICENSE NO.Al 17852 CV �, IDEPK JSTS @16"O.C, Z r---1 r I fV ( ON 1/2"EXTERIOR GRADE PLYWOOD NY LICENSE NO,033696 ON WD.STUDS 16"O.C. SEE PLAN PA LICENSE NO.RA405008 r-------- ———— ------------------------------------- "X11 'PLCIRDER = @ -�}-- —I- I ( FOR WALL THICKNESS) ry I EMAIL:DARIOPASQUARIELLO@GMAIL,COM '�/-.'`.„ .y"X,i (D Jt, i4' > z i ---J L [ J n 2X8 PRESSURE TREATED N NAILER J I 1ST FL00R 1/2"GYP,BD,(PAINTED)ON 2X10 SIGNATURE&SEAL: [ 3 - 4"STL.COL.ON 30"SQ.X 12" uj r 2„ 3111 I 3-1 110 BOARD-ATTACH W/1/2 DIA. I i CEILING JOISTS @ 16"O.C. ° i-------------- - -L f-------- -L-- 1-- ,' ( 'N ,1 DP.CONC,FT'G.W/(3)#4 [ L"K J I 9-6 ii 2 REBARSE.W.(TYP) k - cn THROUGH BOLTS @16"O.C. h' x', [ LD 15R \ O CO HWH I NOTE. " `�� _ , PULL CHAIN - '60 G I ; ` U , I ;`, [ AT CONTRACTOR TO w r. , - I i I b w [ BLOCK PANEL EDGES PERPENDICULAR " �'r p G'� o I 112 GYPSUM WALL BOARD(PAINTED) TO FLOOR FRAMING MEMBERS IN THE O w 1 [ FIRST TWO BAYS OF FRAMING AND FURNACE cl 9" R-30 BATT INSULATION 1 �r I ¢[ � ¢ -I -- "----------------- ---- -------� 1Y I SHALL BE SPACED AT4-0"MAX. SINGLE PLATE �r 01'�r" '` J `��':\ I PULL lI To r- fI O r r d 1 > 1 UPSTAIRS ! BASMENT _ ram` I I ' �r ,� .', 5 CONC.SLAB W/6X610/10 W.W.M. ON Z � J , ° PULL CHAIN v /.' ^ o \`v Y n>. ■1� 1 \�r� ram. �,�� . ' \ \ ° I 1x. a 1X X :f' ny 'r x'/, :T,' r' 'Y 'Y ^" - 1 ' Y � ? ! ' 6 MIL V.B.ON 4"GRAVEL BASE I TJI FLOOR JgISTS,,(S > PLAN FOR SIZE&, �, i u• I x o --------------- RIM JOIST ; X ! - - - (13)COURSES 12 CMU W/ DUR-A-WALL N a M1`; r -� I C�� SPAGtNG)Wf�314 F&G;PLI�WOOD`$UB` LaQR " +!!!IIn!''•'''``' @ EVERY OTHER COURSE-FILL TOP, I I I I (GLUED&NAILEO) ? �,, 2X6 PT.SILL ON SILL SEALER&ALUMINUM FLASHING W1 AND 2ND COURSE @ ANCHOR BOLTS w I ( 5/8"S0 X 18"L.ANCHOR BOLTS @ 4'-0"WI 3"X 3"X 1/4" — — — SOLID 12"OR X 24"W.CONT.CONIC. ¢ FILLED SQ.BL .PIER ( ( ` PLATE WASHER(MIN.(2)PER PLATE} �• `"�� 42"SQ.X 12"DP.CONIC.IFT'G. I ' FOOTING W/(3)CONTINUOUS#4 REBARS `n [ UP FILLED SO ID PROJECT INFORMATION: I ., ( W/(3)#4 REBARS E.W.(TlYP) I — — — Z (TYP) ] t10R r-j - r ---, I I i N � BASEMENT 1 , �. CD I a CEMENT PARGING ,`n - - I ;:.`„. IN I I W16 X 45 STEEL GIRDER I t^ CV CV I _ ..L._ _ _ _- +— ;�,:;_ I I tL 12"CMU(13 COURSES)W/DUR A-WALL @ ►•.� ;, fir';. OR APPROVED EQUAL �- a, ^�= ;�`.. r O EVERY OTHER COURSE-FILL TOP,BOTTOM .' co cal I I I i I I I +I I I ;'> [ Q AND 2ND COURSE @ANCHOR BOLTS SOLID I I EXTRPh STRONG 4"STL.COL. L, rF, r ON 42""SQ.X 12"DP.CONIC. ----- I- __--- #5 VERTICAL REBAR @ 48"O.C:FILL CMU SOLID AT• ° FrG,4W/(3)#4 REBARS E. [ z 42"S0.X 12' DP.CO C.FT'G. I I I 60 O TOP OF GRADE REINFORCEMENT LOCATIONS I I r 1 (TYP) -o° W/(3)#4 REBARS E. .(TYP) I >` ----- I I I o m 22-4g I x�, ----- I I I ch I- , ,.,\�%� \.;,\�,,,\4 , DAMPPROOF WALL WITH TUFF-N-DRY OR x I I I I m ,� '/ \>'' APPROVED EQUAL.EXTEND DAMPPROOFING FROM I i Ld d \ 'j '; : GRADE DOWN OVER CEMENT COVE TO BOTTOM OF ----- [ (-'n FOOTING. I I LLl W PULL CHAIN p w ( ;Y'' r----- I O _ Y 5"CONIC,SLAB ON FILL COMP, i I 2 [ si to U M i I 3,_61,1 $ i I 0- �; Q ,;:? <: TO 95%ON 6 MIL V.B. LTP5 ® Y I [ PULHAAIN F PULL CHAIN I F- 4"GRAVEL BASE I I I ALLOWABLE UPLIFT=515 0 N W """' . ' SILL TO RIM LA O z �,. " R I I I tL I sl o i I GARAGE ABOVE [ j \ ' Z ,, 1/2 EXPANSION JOINT Q N a " I • iN t �a-.r., r; .,� CEMENT COVE CS16 0 U J W [ o [ I 4 CONC.SLAB W/6X610/10 W.W.M.ON I - ' I ' (� _ Z _ {.�1 I N > ° s I !; ._ (CUT TO LENGTH TO PROVIDE 28-8D NAILS) I-- J J ( <'. I FILL COMP.TO 95/°- LAB DESIGN TO I T :, u .,}� ,-<'.i '2r X r¢t, { , SUPPORT 2000 LB. LOAD OVER 20" I I r> ,7 '� ��d ; 4 ' r 9_ 4"!7 PERFORATED CONTINUOUS PERIMETER ALLOWA AD-1705 �0 z E ON GRAVEL _ q DRAIN TILE TO DAY LIGHT-LAY TILE ( � Q ¢ I I BLE TENSION LOAD 6i� [ r- --- I I SQUARE MINIMUM(55 LB/SF LIVE LOAD) RIM TO STUD ,%,� z [ ,, , �:;" .�•` --, ��;: � /�� BED-COVER WITH TARRED FELTco i [ INSTALL 32 O.C. 36"HIGH MASONRY I [ r' I I I I • '� ``'` •'�� ,,, 12"DP.X 24"W.CONT.CONIC,FTG.WI 3 #4 CONT. WING I --- I-- --------------- ----? I �.'i' REBAR,REBAR TO BEGR GROUNDED �W I - - `;;' -/, OU AS PER DCA x'` r 'i' /: I• oV � I �,,,,, :%, N/ to BULLETIN NO. USING"JONES BOND"SYSTEM / y. I it `. 0 Lo L_----------'�---_----- i. �' `J' `t`iSY •'/; %.,,, ,\,•\,i" �..r�1. 0 d Y i ; r r: �'v„1 r,; ,. I %`';i; „- BY GREAVES INSTALLED A5 PER MFR.— ---- �'~ .:. C' -�`r• y4� ` , w, •;T,'y >?S'','S, ,a I - `�;: .�' ��.,: .SPECS. (.� /� 1 '.I r>' <J ;r,`, K` r - PITCH PER FT. I cn %;,'i `' > x ;. ,.� '. [ 8►. '„'i.' - `' PIPE(IF REQ D) �50, ;\ CONTINUOUS RADON 4 KICKOUTS [ 44.. 4 ,' \,` W -----------------------U - [ i �` �/ -- -----1 w @4'-0"O.C.(TYP). I I 1 1 <; <, : ;;: !' ;; \ ,. .� z uj CL 4"CONC.SLAB W/6X610/10 I ( I \ o = W.W.M.ON FILL COMP.TO 95% a 1 /.\,%- I I I [ WA I I a I I LL SECTION UFER'GROUNDING: ~ -_-----_--- x* FILL BLOCK SOLID DROP BLOCK AT DOOR OPENINGS I 1 2 0 I L------------------------ __ _ ------------------ I FOR POINT LOAD I AZ SCALE 314"=1' CODE REQUIRES ALL'AVAILABLE'GROUNDING ELECTRODES BE BONDED TOGETHER TO FORM A GROUNDING ELECTRODE I -- ABOVE I SYSTEM[250-81]:UNDERGROUND METAL WATER PIPE,METAL FRAMES OF BUILDINGS,CONCRETE-ENCASED ELECTRODES, 00 GROUND RINGS,AND'MADE'ELECTRODES.THE ELECTRODES ARE TO BE CONNECTED TOGETHER WITH A CONTINUOUS Ap L --___---__-----______, _ _______ ------------------, I i ( BONDING JUMPER OR VIA THE ELECTRODES THEMSELVES.CONCRETE-ENCASED REINFORCING RODS MUST ALWAYS BE USED WHEN AVAILABLE. I �? A CONCRETE-ENCASED ELECTRODE,OR'"UFER GROUND"[250-81(C)],IS A'INCH SIZE REBAR OR#4 BARE COPPER 1, '- 1„ L ——_ J 151_71' I FOUNDATION ANCHOR AT 136"HIGH MASONRY n- CONDUCTOR AT LEAST 20 FEET LONG,LOCATED WITHIN OR NEAR THE BOTTOM OF THE FOUNDATION OR FOOTING ENCASED OP $ 12 1 0� 1*_4 ———-5' 2 I :' I EACH EXTERIOR CORNER 1 WING WALL BY AT LEAST 2 INCHES OF CONCRETE.REBAR MUST BE BARE,GALVANIZED,OR OTHERWISE CONDUCTIVITY COATED STEEL; CONTENT: L-------------------] (TYP)SEE DETAIL 3/A2 I ( REBAR MUST NOT BE COATED WITH EPDXY OR OTHER INSULATION.LENGTHS OF REBAR MAY BE CONNECTED TOGETHER TO ————————————— [ L———— — — I • TYPICAMULTI-L POST R HOEDOWN(SEE PLAN- '— TYPICAL AT EXTERIOR CORNERS AND FORM AN EXCELLENT LOW RESISTANCE GROUNDING ELECTRODE. o FOUNDATION PLAN L— � I°° GARAGE PORTAL FRAME LOCATIONS " _ L-------- -- -- ) CONNECTIONS TO BURIED,DRIVEN,OR CONCRETE-ENCASED ELECTRODES NEED NOT BE ACCESSIBLE"[250-112'].COPPER, o WALL S E CT I O N . , a,<„>•,,. NOT ALUMINUM,MUST BE EMPLOYED AS GROUNDING CONDUCTOR WHERE IN EARTH OR SUBJECT TO CORROSIVE _1 aO - i�'. N.,,.,,Y��'�`N'„-'� ' „ � • �.• CONDITIONS[250-92(A)].WHERE THE GROUNDING ELECTRODE IS A METAL UNDERGROUND WATER PIPE,A SUPPLEMENTAL o '_p' t„ '-011 ,_ t„ L -------�i,�------ „ ---------`- ELECTRODE MUST BE USED 250I 81(A)b C> �T.A I l-S 12-�� -p 15 3� 8 9'-11 8 9-72 $ o HIGH WIND DETAILS 14,_�tll 111 1 11, ) 2X GIRDER 2 6'-8° 16-32 1 p'_g° 10-11 FLOOR JOIST(SEE PLANT !' Y 58'-91, 5/8"0 THREADED ROD COUPLED FROM 40 FOOTING TO HOLDOWN ° BC4 POST CAP BY "SIMPSON" TIES EMBEDDED ON CMU MORTAR JOINTS 1 FOUNDATION PLAN FOUNDATION WALL ALTERNATE COURSES JOB NUMBER: 77711672 TIES EMBEDDED ON FILL SOLID 4"X 4"PRESS. TREATED POST-(TYP) DATE: 5-31-12 A2 SCALE 1/4"=V-0" I — MORTAR JOINTS FIIJISH GRADE AB44 BASE PLATE BY "SIMPSON" DRAWN BY: D.P. El CONIC.FOOTINIG 2"MIN.SIDECOVER , s ANCHOR DETAIL 4 PILASTER SECTION 5 POST ATTACHMENT DETAIL A2 SCALE:N.T.S. AZ SCALE N.T.S. A2 SCALE 3/4"=l' SHEET NUMBER: OF 6 f REVISIONS: NO. DA rE DESCRIPTI N 1/2"PLY-WD FINISH FLOOR(FACE GRAIN PE!RP.TO 1 -- 2X4 STUDS @16"O.C. LIVING AREA JOISTS-STAGGER ALL JOINTS) _ 2 WOOD I-BEAMS OR NOMINAL 2X CEILING JOISTS- 3 INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS, 4 58'_g r SEE FLOOR PLANS FOR SPACING, 5 6 29'-2" 8'-0" 8'-31„ 13'-31, 51s'TYPE'X'GYP. 7 GARAGE BOARD 16'-11r, 7,_71" 4,_31r, 6'-71„ 41 e 5'-5" 2 4'-0" 4'-0" 2 4'-0" 6'-8" 40 NOTES: 9 1.INSTALL 518"TYPE'X'GYPSUM BOARD AT RIGHT ANGLES TO 10 12-8 STUD FASTENED WITH 1-1/4"DRYWALL SCREWS OR NAILS AT 12" t" t" 31111 1i " " 1" " 1" ON CENTER.THE JOINTS OF THE GYPSUM WALL BOARD SHALL BE 10-3 3 3-1 3 14-8 3 8-0 �� 32" SEPARATED BY AT LEAST ONE STUD BAY OR OPPOSITE SIDES OF (2)LAYERS 5/8"TYPE"X"G.W.B.-FIRST LAYER THE WALL. INSTALLED WITH LONG DIMENSION PERPEDICULAR TO JOISTS. 2.GYPSUM WALLBOARD SHALL BE INSTALLED AT RIGHT ANGLES TO STUDS AND FASTENED WITH A MIN.1-1/4"DRYWALL SCREWS NOTE: D AH"' 10 AT 12"ON CENTER. GAFC5406 OR RC2601 OF `N SA924 US GYPSUM ASSOCIATION ARCHITECTURE I DESIGN (2)2X12 HDR. c6 AREA SEPARATION (2)2X8 HDR. -" EGRESS _------ ;" 2 GARAGE CEILING/WALLS CV Cp: NOTE: STEP IN ;�° A3 SCALE 1/2"=l' co ALL COLUMNS ARE TO BE A MIN.OF JACUZZI O N (3)2X4'S UNLESS OTHERWISE NOTED TUB AS o a N ` SELECT tip ,._Wiz:-.�: BY OWN o v i, '11 MASTER to �� EXTENT OF HEADER - BATH DOUBLE PORTALFRAME TWO BRACED WALL PANELS NOTE: NOTE: -- - - ATALCER6INALLS CQNTRACTOR TO 4 3040 MASTER ¢ EXTENT OF HEADER ALL SHOWER&TUB WALLS TO BE'DURAROCK BLOCK PANEL EDGES PERPENDICULAR W _ z z CD o SINGLE PORTALFRAME(ONE BRACED WALL PANEL) OR EQUAL A MINIMUM OF 6FT.ABOVE SUBFLOOR. BEDROOM o 4057 ROUTE 9 NORTH#159 ALL REMAINING WALL TO BE WATER RESISTANT TO FLOOR FRAMING MEMBERS IN THE O `v FIRST TWO BAYS OF FRAMING AND / g HOWELL,NEW JERSEY 07731 ww GYPSUM BOARD t, J N •* • : < ' -SHALL BE SPACED AT 4'-0"MAX. - .. o- •+ '� MIN.3"X 11.25"NET HEADER F:(732}358-0236 DARIO L.PASQUARIELLO — �i' DRYER 6'-0"TO 18'-0" NJ LICENSE NO.Al 17852 VENT TO WASHER 4 NY LICENSE NO.033696 oN (2)2X12 HDR. (2)2X10 HDR. (2)2X12 HDR. " a EXTERIOR 3�"X 1 "PL HDR.(FLUSH) = PA LICENSE NO,RA405008 -- - - - - ° EGRESS TEMPERED 6068 TEMP.GLA S SL.DR r z a 1000 LB STRAP OPPOSITE SHEATHING- EMAIL:DARIOPASQUARIELLO@GMAIL.COM r — — — — _ — — , _ �* LAUNDRY ? 'SIMPSON'LSTA18 rm x TYPICAL PORTAL FRAME 'ai �68 v v FASTEN TOP PLATE TO HDR.W1(2)ROWS OF I CONSTRUCTION SIGNATURE&SEAL: W.I.G. R& I I LA � o _ -.; t.. 16D SINKER NAILS @ 3"O.C.TYP. (3 �� FASTEN SHEATHING TO HDR.W/8D COMMON FOR A PANEL SPLICE OR GALVANIZED BOX NAILS IN 3'GRID (IF NEEDED),PANEL EDGES f�., ��1 SHALL BE BLOCKED,AND o m r PATTERN AS SHOWN AND 3"O.C.IN ALL tD _" = co m c7 U_' FRAMING(STUDS,BLOCKING,AND SILLS) OCCUR WITHIN 24"OF MID EDROOM U� op Ua I ( z :z W.I.C. w ;> TYP. HEIGHT.ONE ROW OF TYP. Y `��G� w cr = o SHEATHING-TO-FRAMINGEd ¢ " my NAILING IS REQUIRED. m z c� IF 2X4 BLOCKING IS USED, ``�, O77 y��,SIn f r' I z MIN.WIDTH=16"FOR 1-STORY STRUCTURE. 3 1 3 R&S co ci THE 2X4'S MUST BE NAILED - r Wo „ �' a R&S MIN.WIDTH=24"FOR USE IN 1ST STORY OF TOGETHER WITH(3)16D •�``r , p ` KITCHEN x M A2-STORY STRUCTURE. SINKERS. 5r•_0" 3'2" 1 -4- 31 z' IREF � � �`�, 1, , t„ t" � � 0 +, MIN.2X4 FRAMING. NEW ZERO CLEARANCE = MIN.DOUBLE 2X4 POST. PREFAB GAS FIREPLACE WI 00 W-- -c 20"NON-COMB. HEARTH /� X I'MIN,THICKNESS WOOD LL) v STRUCTURAL PANEL SHEATHING, PROJECT INFORMATION: N v, PANTRY \ ` TIE-DOWN DEVICE(EMBEDDED INTO CONC.&NAILED TO N FRAMING)"SIMPSON'HTT-5 ANCHORED W1 A g'BOLT MIN.1000 LB - "X 9,1"PL HDR,(FLUSH) 3�"X 11j"PL HDR.(FLUSH) 36"H.RAILING WI L0 EMBEDDED 18"INTO CONCRETE, TIE DOWN DEVICE cV —' 7 �" 2X2 BALUSTERS °' .. 'SIMPSON'LSTA18 `'' c' _ BATH PL (FLUSH) ?8�R 4'-1" 3'-8" 13'-2" LESS THAN 4"O.C. ;, •• 8'BOLT W/3"X3"X114"PLATE WASHER EMBEDDED _ L x 0 — cP 18"INTO CONCRETE. LCV 8"DIA.DECO �6♦e6♦� I` .8_CCESS I COLUMN a V 1'-0" 4'-8" '-0" i — — GREAT ROOM W c�N ARCH v Z \ �co� - - -- - c`on � O D o t10R j - - - --- — N P � ��; �\ �' i 3 GARAGE PORTAL DETAIL 0 W Y R&S o c� �t / i COLLAR TIES O Nry "' FOYER � m 2X10 CEILING JOISTS @ 12"O.C.WI S�RONG SEE PLAN FOR Z C° z (D BACK 8'-0"O.C.MAX.IN'X'ARTA A3 SCALE:112"=1'-0" Q SIIZE&SPACING IL N 0 v i I c� / I RAFTER 0 // U w SEE PLAN FOR W 0 Z o EDROOM °' N �` I o f m SIZE&SPACING O m Z GARAGE _ a.00 12"SL `°' 00 w z 12"SL o O C) ti TEMP TEMP PROVIDE(2)LAYERS 518"TYPE"X"GYfR�. a I ~ U) R& (2)2X12 HDR, BD.@ CEILING/GIRDER &(1)LAYER 51$" N (n o TYPE"X"GYP,BD.@ ALL WALLS II Z F- " EGRESS TEMPERED 3�"X 9?PL HDR. (2)2 2HDR. - - °o o, /; - - --'- o W W_ = o CEILING JOISTS z 0 0 % I C) COVERED Z I� PORCHED N N N o (5)2X4 MIN (2)2X12 ALUM.CLAD HDR. i N (2)2X12 ALUM,CLAD HDR. N N __ - �' 7"X 18"PL HDR.(FLUSH) I t' _ _ _ _ _ •�L_ _ .. �••�•� COLLAR TIES i ,SEE PLAN FOR / 1 I SIZE&SPACING � � � PRESS TREATED 6X6 WI DECO / I \\ � � 'AZEK'18"SQ.TAPERED COLUMN SURROUND(TYP) I \ o ch AFTER CD �SEE PLAN FOR in , " , „ , " I- — — — — — \'-- .,�•._.�.,`,� •- :SIZE&SPACING 8„ 12-10� 1,_ t" 11-8 2-2 / \ f ,/' �, / CONTENT: - \ �♦ +�+ /F— 2X4 FLAT TENSION 0 FIRST FLOOR PLAN :A 4 /+ _ TIES o I T" �- -BEAM&STRAP c•7 1� I=�TA L-� �1N I ♦ ♦ • • CV �"END 11 11 -4 2'-0" 16-0 Ill 10-4 1 10-4 37 DISTANCE `11�lJ ti z„ 7,_1Z„ 3,�„ 3�4„ 8,_31„ 8,_0" 5'-5 " 5,_2„ 5'-51 5'-51, ° l ♦/ l7j6 I o CEILING JOISTS LSTA9 / JOIST TURNED PARALLEL TO RAFTER AND 14'-2 ' 6'-8" 16'-3z 10'-S" 10'-11" o 0 o I ��►' ATTACHED TO THEM. J / 58'-9" COLLAR TIES JOB NUMBER: 11162 FIRST FLOOR PLAN � � —SEE PLAN FOR RAFTER RIDGE I -•., SIZE&SPACING DATE: 5-31-12 A3 SCALLE 114"=V-0" -- ~ _ i AFTER ` USE SIMPSON HURRICANE STRAP MODEL , SEE PLAN FOR DRAWN BY: D.P. #LSTA9 OR EQUAL. INSTALL AS PER SIZE&SPACING MANUFACTURERS SPECIFICATIONS. f ♦` INSTALL STRAPS 32"ON CENTER I- 2X4 FLAT TENSION + ; TIES MAX 4 FT O.C. N Xa 4 TYPICAL ROOF FRAMING DETAILS CEILING JOISTS A3 SCALE 112"=1' SHEET NUMBER: 3 OF 6 REVISIONS: NO. DATE DESCRIPTION 1 2 3 4 5 6 7 8 9 10 DARIO 0I (M) I-I ARCHITECTURE DESIGN \ \� N OVERBUILD IN HATCHED _ m } AREA AS INDICATED 50 CFM 4,XA ROOF RA 4ERS :. - WI2X6 CO L TIES @16"O.C. INSTALL ICE SHIELD FROM EDGE OF EAVE TO A €- POINT 24"BEYOND THE INSIDE EDGE OF THE EXTERIOR WALL FOR MAIN DWELLING&DOUBLE �tGFcl j j OVER ENTIRE LOW PITCHED PORCH ROOF AREAS I za IJ WP/GFCI G CI G CI ; _ > U _ _ _ wP o ^' / / /° !'o / /-% ' /—^ f" ` '" 4057 ROUTE 9 NORTH#159 -- T:(908)-247-5350 Act G I G I I i G CI GFCI F:(732)-358-0236 v \ / DARIO L.PASQUARIELLO R.A. A.I.A, � �'i''� /i,f / /" /�' i' _ NJ LICENSE N0.Al 17852 %,," f , NY LICENSE NO.033696 GFCI �•.•—.\ GFCI I ,"' PA LICENSE NO.RA405008 O % coOy , `, , / EMAIL:DARIOPASQUARIELLO@GMAIL.COM Co? Oo `1 , .1 — —/ \• /'A G p f'' / i / SIGNATURE&SEAL: GFCI GFCI —_ /' � • TO DOWN GFCI GFCI CN _j .�w, 50 CFM WP/GFCI 1 I PROJECT INFORMATION- , 1-2 d CC R-A-V NT OR EQUA (TYP.) © 1 O O 1 Lj � U I i O' •_ /" GFCI PIGFCI --- ' / CC co 0 < 5/6 WP \ �- ..�....-�W �•� _ / —_ / WP'GFCI j � , i•f: ,' ;j u WP 2X8 OOFRA ERS OP ,'Wl2X6COL @ ,C Q N J In W / W i /2X8 ROOF I GFCI GFCI 411 5MOQ DETECTOR AND CARBON MONOXIDE NOTES CONTENT: FIRST FLOOR ELECTRICAL PLAN A.AS PER EC907,2.10,1,1 - SMOKE ALARMS 2 ROOF FRAMING PLAN 0 ROOF FRAMING PLAN A4 SCALE 114"=V-0" 1.ON THE CEILING OR WALL OUTSIDE OF EACH ROCM USED FOP.SLEEPING A4 SCALE 1/4"=V-0" o t=:) ETA! t_S PURPOSES WITHIN 15 FEET FROM THE DOOR TO SUCH ROOM, O FIRST FLOOR ELECTRICAL PLAN 2.IN EACH ROOM USED FOR SLEEPING PURPOSES, 3.IN EACH STORY WITHIN A DWELLING UNIT, INCLUDING BELOW-GRADE E.A5 PER 8C 908.7.i.I - CARBON MONOXIDE ALARMS AND DETECTORS. 5TORIE5 AND PENTHOUSES OF ANY AREA,BUT NOT INCLUDING CRAWL SPACES CARBON MONOXIDE ALARMS AND DETECTORS SHALL BE REQ'D WITHIN THE AND UNINHABITABLE ATTICS, IN DWELLINGS OR DWELLING UNITS WITH SPLIT FOLLOWING DWELLING UNITS LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, 1. UNITS ON SAME STORY WHERE CARBON MONOX01!PRODUCING EQUIPMENT OR A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR T 11E ENCL05ED PARKING 15 LOCATED. ADJACENT LOWED,LEVEL PROVIDED THAT THE LOWER LEVEL 15 LE55 THAN ONE 2, UNITS ON THE STORIES ABOVE AND EaOW THE FLOOR WHERE CARBON MONOXIDE FULL STORY BELOW THE UPPER LEVEL. PRODUCING EQUIPMENT OP,ENCLOSED PARKING 15 LOCATED, B.AS PER BC 907.2.10.2-POWER SOURCE. 3. UNITS IN A BUILDING CONTAINING A C.AF.80fd MONOXIDE-PP\ODUCING FURNACE; BOILER, REQUIRED 50MKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM A OR WATER HEATED.A5 PART OF CENTRAL SYSTEM. DEDICATED BRANCH CIRCUIT OR THE UNSWITCHED PORTION OF A BRANCH 4. UNITS IN A BUILDING SERVED BA CAPBON MONOXIDE-PRODUCNG FURNACE,BOILER, JOB NUMBER: 11162 CIRCUIT AL50 USED FOR POWER AND LIGHTING,AND SHALL BE EQUIPPED WITH OR WATER HEATER AS PART OF CENTRAL 5Y5TETt1AT 15 LOCATED IN AN ADJOINING A BACKUP.SMOKE ALARM5 SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW. OR ATTACHED BUILDING. MKING SHALL B[FEPMANENT AND WITHOUT A DISCONNECTING 5WITCH OTHER F.AS PEP 7 BC 905 .1.1.1 - CARBON MONOXIDE-REQUIRED LOCATIONS WITHIN DWELLING UNITS. DATE: 5-31-12 THAN AS REQUIRED FOR OVER-CURRENT PROTECTION. I . OUTBID[OF ANY ROOM USED FOR SLEEPING PUPPO5F5,WITHIN 15 FEET OF THE C.AS PER BC 907.2.10.3-INTERCONNECTION' ENTRANCE TO SUCH ROOM, DRAWN BY: D.P. WHERE MORE THAN ONE SMOKE ALARM OR DETECTOR IS REQUIRED TO BE 2. IN ANY ROOM USED FOR SLEEPING PURPOSES. INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN GROUP R-2, R-3,OR WITHIN 3,ON ANY STORY WITHIN A DWELLING UNIT,INCLUDING BELOW-GRADE AN INDIVIDUAL DWELLING UNIT OR 5LEEPING UNITIN GROUP P,-1,THE SMOKE ALARM5 5TOPIE5 AND PENTHOUSES OF ANY AREA,BUT NOT INCLUDING CRAWL SPACES OR DETECTOR5 SHALL BE INTERCONNECTED IN SUCH MANNERTIIAT THE ACTIVATION AND UNINHABITABLE ATTICS. 0.`ONE ALARM OR DETECTOR WILL ACTIVATE ALL OF THE ALARMS OR DETECTORS IN THE INDIVIDUAL UNIT.THE ALARM OP DETECTOR SHALL BE CLEARLY AUDIBLE IN ALL G,AS PER BC 905.7.1.1.2 - CARBON MONOXIDE-INSTALLATION REQUIREMENT. BEDROOMS OVER BACKGROUND N015E LEVELS WIT`i ALL INTERVENING DOORS CLOSED. CARBON MONOXIDE ALARM5 OR DETECTORS SHALL COMPLY WITH THE POWER SOURCE, ` D,AS PER BC 907.2.10.4-ACCEPTANCE TESTING. INTERCONNECTION,AND ACCEPTANCE TESTING REQUIREMENTS AS REQUIRED FOR WHEH THE INSTALLATION OF THE ALARM DEVICES 15 COMPLETE,EACH DETECTOR AND SMOKE ALARMS INACCORDANCE WITH SECTION 907,2.10.2 THROUGH 907.2.10.4. INTERCONNECTING WIRING FOR MULTIPLE-5TATION ALARM DEVICES SHALL BE TESTED H IN ACCORDANCE WITH THE HOUSEHOLD FIRE WARNING EQUIPMENT PPOVI510N'5 OF NFPA 72. .COMPLY WITH LL 7 2004 FOR CARBON MONOXIDE ( SHEET NUMBER: 4 OF 6 REVISIONS: NO. DATE DESCRIPTION 1 - 2 3 4 CONT.RIDGE VENT BY ,-,_,_,_,_•_,_,_,_,_•_,_,_,_•_,_,_,_•_,_,��, HEADER END REQUIREMENTS 5 .�• COR-A-VENT OR EQUAL(TYP.) �� HEARDERS IN LOAD BEARING WALL: 6 "TIMBERLINE"ARCHITECTURAL �1 HEADER SPAN: NUMBER OF FULL HEIGHT STUDS: 7 SELF-SEALING ROOF SHINGLES 1 X4 ALUMINUM WRAPPED (TYP) TRIM BOARD(TYP) If p T-0" 2 TOP OF RIDGE 1X8 ALUMINUM WRAPPED RAKE 1 j 4'-0" 2 9 t : BOARD (TYP) j °e j 6-0- 3 10 6-0" 3 - T 1 8"FLY RAFTER(TYP) I j 7'-0" 3 L _ 9,-0" 3 10'-0" 4 u"" ARI " - -F-T - L r' 4 - 1 _- Z T - __ - _ - BLIND ALUM.FLASHING(TYP.) i i HEARDERS IN NON-LOAD BEARING WALL: HEADER SPAN: NUMBER OF FULL HEIGHT STUDS: ARCHITECTURE I DESIGN .-� e2 � ;_ , ' - - -- - 1 - I 4 II 2 •[bye �j T n 9 �- r �I -- 1 A t ! - �- - - - 1 �. 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NJ LICENSE NO.AI 17852 NY LCENSE NO.033696 PA LICENSE NO.RA405008 Ll EMAIL:DARIOPASOUARIELLO@GMAIL.COM OP_OF UBFLO R ---_ r r_,_.._ r -- _'-..`�I- =--"�r - •r - "tr-- - r- - _ ---- _ - _ - _ r—r—__ - - d - - - - - -�r'�i-=��"5—r=-�r= - -'"� -'Ir"_--�-,r _ - --=,r �_'_- _ --_..I. .Y. .- - ,!--�- Y- �.-'_--Ii I r--._-_ I._ --q 1r .-iL.., _J __._-.,=e,.-_Jam.z _- � .Ir`=•-T--`-;_-_-_-_"_9—IC--,_==1 6-. r-_-=�- -•I�"i- �-__ 1_ _3__-_.,_"'',.--.�,-__1 _ -'_'�'�I_'-. ----_� =_-_-�- —. -C".I,ir_- _-_.I' _-.I -----I --.j-,'r �--r- 1i4r--=_ —1 I"---=_ �- _ _�-_`I--�-i.--�_ I'j-:I--�--_-i_� r1: f `7w�.., -= !GRADE , .,S r CULTURED STONE L._..y_._,.J _ F°•; z C, r`' - - - - - - - - - - - - - - - - - -- - - - - -- - - - - -- - - - - - - - - - - � -- - - 1— 1- - - - - - - - - - - - - - - -- - - - - ---- - � - - - - — - - - - - �- - - - - - - - - - - - - �— - - PRESS TREATED 6X6W1DECO _~_ I',, gy•(y�• e` �; �� - 2>� �'� I 36"HIGH RAILING % e ' WI BALUSTERS LES I 'AZEK'18"SQ.TAPERED COLUMN FRONT ELEVATION THAN 4"O,C, �• SURROUND(TYP) A5 SCALE 1l4"=1' NOTE: j PROVIDIE SEAMLESS ALUMINUM GUTTERS&LEADERS AS REQUIRED I PROJECT INFORMATION: I NOTE: ALL WINDOWS TO BE'ANDERSEN'OR APPROVED EQUAL LOUVERED GABLE VENT(TYP) ui I I r._._._._ ......... ._._._._._------------- CONT,RIDGE VENT BY I� �N COR-AV I ENT OR EQUAL(TYP.) 1XC8 ALUMINUM WRAPPED "TIMBERLINE"ARCHITECTURAL W RAKE BOARD (TYP) 2 SELF-SEALING ROOF SHINGLES 1 1 7 UJ LATERAL MEMBER(SEE PLAN) ( - ___ - ! j 4- `_ (7 �,■ L6 Z 0 li. LO O Q 0 V w O z BC6 POST CAP BY ° ; - _ _ _ _ co O Q "SIMPSON"-OR EQUALco - 1 z FIn ~ j I 1 fir. 0 N w z1 6 X 6 PRESS.TREATED POST 1 I 1 2"MIN.SIDE COVER I - ------ - --------------------------------- 1 - DA866 BASE PLATE BY j __--_ -__ __--_--_._- _ VINYL CORNER n "SIMPSON"-OR EQUAL j --.---- - ---- -------- 04 D D MOLDING(TYP) ES G E ' j . 1 __--- ------ - --- - CMU PIER-SEE PLAN FOR -_v1NYL_SIDING-{IYP_�._._ 1 @. - 1 FOOTING SPECIFICATIONS a OFj j - -- -- --- - 907 .DR, 907 DR. - - - --- --- CONTENT: -- _— — 0 FRONT ELEVATION 0 RIGHT SIDE ELEVATION CEMENT PARGING(TYP.) o HIGH WIND DETAILS STEP FOOTING AS REQUIRED 2:1 RATIO MAX I- - - - --� — � L - -- -- -- - - - - - - -- - - - - - - - - - - - - - - - � -- — — — — — — — — — — — — — — — — — — — — — — — —— — —— — — — — JOB NUMBER: 11162 2 RIGHT SIDE ELEVATION DATE: 5-31-12 A5 SCALE 1/4"=1' DRAWN BY: D.P. J•. SHEET NUMBER: 73 OF 6 REVISIONS: NO. DATE DESCRIPTION 1 2 3 CONT.RIDGE VENT BY 4 COR-A-VENT OR EQUAL(TYP.) 5 LOUVERED GABLE VENT(TYP) "TIMBERLINE"ARCHITECTURAL 6 SELF-SEALING ROOF SHINGLES (TYP) 7 8 10 I a L 11 1X8 ALUMINUM WRAPPED - - A q P KE - - 1 ; �__ - RAKE BOARD (TYP) _, DARIO - ARCHITECTURE I DESIGN 12 - --- IN, - ----------- 9 V fiN TOP OF PLATE r... - I - T- j r' 04 c14 I : 3. 9 H __ _ — _ 30 9„H - G S - — — _ _ AP V ---------- G 3 I�EE R :] r 4057 UTE 9 ORTH#159 F T MPRD Ot] (T P HOWELL,NEW JERSEY 07731 — RE T:(908)-247-5350 l F:(732)-358-023611E 111 Z v— -- — -- — -- DARIO L.PASQUARIELLO NJ LICENSE NO,Al 17852 — — NY LICENSE NO.033696 QP QF SUBFLQDR — --- PA LICENSE NO,RA405008 --- — v EMAIL:DARIOPASQUARIELLO@GMAIL.COM CEMENT PARGING(TYP,) GRADE SIGNATURE&SEAL: STEPS TO GRADE AS REQ'D I tin,it!' 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GRADE WI BALUSTERS LESS i I I I CULTURED STONE THAN 4"O.C. I I I I I I I o Z STEPS TO GRADE J — — — — — — ASREQ'D � — 4 X 4 PT POST ON 12"0 X 36"DP. CONC.FTG.(TYP OF 2) I I JOB NUMBER: 11162 EL DATE: 5-31-12 Z LEFT SIDE ELEVATION DRAWN BY: D.P. A5a SCALE 114"=l' A5ca SHEET NUMBER: 6 OF 6 I