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HomeMy WebLinkAbout29429-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30833 Date: 03/28/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1280 SMITH DR S SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 76 Block 3 Lot 11.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 12, 2003 pursuant to which Building Permit No. 29429-Z dated MAY 27, 2003 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 ONE FAMILY DWELLING WITH FRONT AND REAR COVERED PORCHES AND SECOND FLOOR BALCONY AS APPLIED FOR. The certificate is issued to TIMOTHY P & MARGARET A HOLLOWELL (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0010 02/10/05 ELECTRICAL CERTIFICATE NO. 3860 02/19/04 PLUMBERS CERTIFICATION DATED 10/20/04 E-Z PLUMBING & HEATING `•�rized Signature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-30834 Date: 03/28/05 THIS CERTIFIES that the building ACCESSORY Location of Property: 1280 SMITH DR S SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 76 Block 3 Lot 11.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 12, 2003 pursuant to which Building Permit No. 29429-Z dated MAY 27, 2003 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 ACCESSORY FOUR CAR GARAGE AS APPLIED FOR. The certificate is issued to TIMOTHY P L MARGARET A HOLLOWELL (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 3860 02/19/04 PLUMBERS CERTIFICATION DATED N/A Authorized Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29429 Z Date MAY 27, 2003 Permission is hereby granted to : TIMOTHY P HOLLOWELL 1280 SMITH DRIVE SOUTH SOUTHOLD,NY 11971 for DEMOLITION & CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH FRONT & REAR COVERED PORCHES & ACCY GARAGE AS APPLIED FOR; FLOOD PMT INCLUDED at premises located at 1280 SMITH DR S SOUTHOLD County Tax Map No. 473889 Section 076 Block 0003 Lot No. 011 . 001 pursuant to application dated MAY 12 , 2003 and approved by the Building Inspector to expire on NOVEMBER 27, 2004 . Fee $ 1, 914 . 90 Authorized Signature ORIGINAL Rev. 5/8/02 Nassau Suffolk Electrical Inspections, Inc. SA Canal Street • Center Moriches, New York 11934 • Tel 631-878-3500 • Fax 631-878-3764 Application No: 3860 Date: 2, 19/04 Issued to: Hollowell Address: 1280 Smith Dr Village: Southold Introduced Bv: Roclry Point Electric License# : 32644-ME was examined and found to be in compliance with the National Electrical Code Atico tst Floor❑X Residermal❑o Pool Det.Gerage0 Basement❑x 21d floor❑x Conrrercial❑x Hot Ttb M/Defects Switches Receptacles Fixtures G.F.I. Sub Panel Air Conditioners 35 63 54 3 100A Fans Dishwasher Washer/Amps Dryer/Amps Oven Carbon Range/Amps Monoxide 3 Ex Bath 1 1 1 1 2 Furnace Oil Gas Circulators Smoke Bell Detectors Transformers 1 yes 2 Other Equipment Meter Amps Phase Motors 1 300A UG 1 2-Zone AC C ut,Res This certificate must not be altered in anv manner O��gUFFO(,�co cz G* x "roavn Hall, 53095 Drain Road Gy �� Fax(631) 765-9502 P.O. Box 1179 �Ol �aQ Telephone (631) 765-1802 Southold. New York 119'1-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: IZ 209 Y Building Permit No. Owner: Please "print Plumber: 4 ' � VI VYIVp}l -l- � 11�t11 I N r, (Please prin �— I certify that the solder used in the water supply system contains less than 2.110 of 1°a lead. a 1 bers Signature) Sworn to before me this day of 20 T Notary Public, inty PATWA"hoc b�dWxYat Bo.001 17852 Guam inW"Gunb Commission Film SWt 13,�p_) �SUFFO(,�c Albert J. Krupski, President ��. Q Town Hall James King,Vice-President �� Gy� 53095 Route 25 Artie Foster y P.O. Box 1179 da rn Southold, New York 11971-0959 I)4kerson 2 Telephone(631)765-1892 Fax(631) 765-1366 J�� MWR 2 8 ^I P BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0029C Date MARCH 25, 2005 THIS CERTIFIES that the single-family dwelling At 1280 Smith Drive South, Southold Suffolk County Tax Map # 76-3-11. 1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 2/25/02 pursuant to which Trustees Permit# 5512 Dated 3/20/02 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for a single-family dwelling The certificate is issued to Timothy Hollowell owner of the aforesaid property. Authorized Signature FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 � MAR �'j ELEVATION CERTIFICATE Important Read the instructions on pages 1-7. SECTION A-PROPERTY OWNER INFORMATION FalnsuranceCompany Ls- BUIING(M%VR'S NAM _ --- -— Policy Number mv 8 TIM HOLLLOWELL _ BUILDING STREET ADDRESS(Including Apt,Unit,Suite,andior Bldg.No.)OR P.O.ROUTE AND BOX NO. Company MAIC Number 1280 SMITH DRIVE SOUTH CITY STATE ZIP CODE SOUTHOLD NY 11971 PROPERTY DESCRIPTION(Lot and Block Numbers.Tax Parcel Number,Legal Description,etc.) 1000-76-0311.1 BUILDING USE(e.g.,Residential,Non-residential,Addition,Accessory,etc. Use a Comments area,ff necessary.) RESIDENTIAL LATITUDEILONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: EI GPS(Type):_ ##.#N" or ##.###W ❑NAD 1927 ❑NAD 1983 ❑USGS Quad Map ❑Other SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP COMMUNITY NAIvE&COMMUNITY NUMBER B2.000NTY NAME B3.STATE TOWN OF SOUTHOLD 360813 SUFFOLK NY &l.MAP AND PANEL 85.SUFFIX B7.FIRM PANEL �ZE(S) B9.BASE FLOOD ELEVATION(S) NUMBER B6.FIRM INDEX DATE EFFECTIVEREOSED DATE B8. (Zane AO,use depthdfloodih9) 3610300166 G MAY 4.1998 EL8 B10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. ❑FIS Profile ®FIRM ❑Community Determined ❑Other(Descrbe):— B11.Indicate the elevation datum used for the BFE in B9:®NGVD 1929 ❑NAVD 1988 ❑Other(Describe):_ B12 Is the buildirmq located in a Coastal Baler Resources System(CBRS)area or Otherwise Protected Area(OPA)v ❑Yes ®No Designation Date SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1.Building elevations are based on:❑Construction Drawings' ❑Building Under Constructor* ®Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2 Building Diagram Number 8(Select the building diagram most sim ilarto the building forwhich this certificate is being competed-see pages 6 and 7. If ra diagram accurately represents the buildrg,provide a sketch or ptalogaph.) C3.Elevators-Zones Al-A30,AE,AH,A(with BFE),VE,V1430,V(with BFE),AR,AR/A,APJAE,APJA1-A30,ARIAH,AR/AD Complete Ileus C3.ai below according to the building diagram specified in Rem C2.State the datum used.if the datum is different from the datum used far the BFE in Section B,convert the datum to Mused forte BFE.Show field meaSunements and datum conversion calalation. Use the space provided or the Comments area of Section D or Section G,as appropdie,to document the datum conversion. Datum_ CmversioruCommantS Elevation reference mark used_Does the elevalanheferanhcemark used appear on tie FIRM? ❑Yes ®No OFN.Ety,, o a)Top ofnotionfour(inducing basement oenclosure) 5. 0fL(m) A p'S G o b)Topofnexlhigherficor 10.4ft.(m) E ro•CO�aj.ttaa:Atr^rr-r{rs.`�r o c)Bottom of lowest horizontal structural member(V zones only) —_ft.(m) $o * 9 o d)Attached garage(top of slab) — _ft.(m) E w � o e Lowest elevation ofmadhinary equa dforNwt h servicing the building(Describe in a Comments area) 10.4 ft.(m) <, of)Lowest adjacent(finished)grade(LAG) 5.0ft.(m) �. -- o g)Highest adjacent(finisfhed)grade(HAG) 5. 511(m) o h)No.of permanent openings(flood vents)within 1 It.above aLf scent grade 5 o i)Total area of all permanent openings(Rood vents)in C3.h 2700 sq.in.(sq.cru) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information in Sections A,B,and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. CERTIFIERS NAME JOHN T.MEfZGER UCENSENUMBER 4%18 TITLE PRESIDENT COMPANY NAME PECONIC SURVEYORS,P.C. ADDRESS CITY STATE ZIP CODE P.O.BOX 909 SOUTHOLD NY 11971 SIGNATUREDATE TELEPHONE - 0314/A5 (631)7655020 All FEMA Form 81-31,J L 00 - SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In two spm,copy the correspordriginformationfrom SectionA Forlrsu neCarpayuse: BUILDING SfREETADDRESS(kadhdrg Apt,Uric Sua7e,a xvoradg.No.)OR P.O.ROUTE AND BOXNO. Policy NurMe CITY STATE ZIP CODE MAIC NrxMa SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both Was of the Elevation Ce6fpte for(1)community official,(2)insurance agenVoompany,and(3)building owner. COMMENTS C3-(D) GARAGE UNDER ❑Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FORZONE AO AND ZONE A(WITHOUT BFE) F-orZoneAID and Zone A(wilhaABFE),completeItems E1througthE4. fltheElevation Certifideismendedfor use assupportinginionnationfor aLOMAorLOMR-F, Section C mast be completed. E1.Building Diagram Number_(Sdectlhebuilding diagram most s niarlo ebuildngforMichthiscertifcalesbaigcompleted–see pages 6and 7. fradiayarnacouatety represents the building,provide a sketch or photograph.) E2.The tap of the bottom floor(including basement or enclosure)olthe building is _ft.(m)_in.(am)❑above or ❑below(check one)the highest adjacent grade. (Use natural grade,0 available). E3.For Dulding Diagrams 68with openings(seepage 7),the neAhigtsrtbarordavatedfloor(devabonb)ofthebuilding is _fL(m)_nlcrn)above the hghesiadlacent grade. Complete items C3.hand C3.ianfront oflonn. E4.ForZore AO only: If mflood depth number is available,is the tap of the bottom floor derated in accordance with the communflys floodplain management ordinance? ❑Yes ❑No ❑Unkwvn. The local Arial must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTFICATION The property owner orowmefsaulha¢edn tativewhocompletesSectorsA,B,C(IleusC3.handC3.ionly),andEforZoneA(withaAaFEMAwlssuedoro murity- issued BFE)o Zone AO must sign fere. The stalarsnts in Sections A,B,C,and E are correct tithe best of my knowledge. PROPERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who le autlaraed by lav or ordinance to admkhalethe comvrunflys floodplain management ordnance can complete Sections A,B,C(or E),and G of this Elevation Certificate. Complatatheapplicable ilem(s)atsign below. G1.❑The informaion in Section C was taken from of erdocume Cation that has been signed and embossed by a licensed surveyor,engineer,or architect who is a rt hodzed by state or local law to certify devation information. (Indicate the source and data of the elevation data in the Comments area below.) G2.❑A community official completed Section E for a building located in Zone (without a FEMAissued or cornunityissued BFE)or Zone A0. G3.❑The following infatuation(Items G4G9)is provided for community floodplain management purposes. G4.PERMIT NUMIER G5. DATE PERMITISSUED G6.DATE CERTIFICATE OF FANCY ISSUED G7.This permit has been issued for. ❑New ConsWdion ❑Substantial Improvement G8.Elevation of as WR knvest floor(including basement)of the building is: —_114m) Datum: G9.BFE or(in Zane AO)depth of flooding atthe bukirg site is: _ft.(m) Blum: LOCAL OFFICIAL'S NAME - - TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑Check here if attachments FEMA Form 81-31,JUL 00 REPLACES ALL PREVIOUS EDITIONS M-1802 BUILDING DEPT. INSPECTION [ vflFOUNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACES CHIMNEY i REMARKS: DATE O INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ j FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION 4 ] FRAMING [ J FINAL [ ] FIREPLACE HIMNEY R771( : 9 DATE 4 o` INSPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIR CE & CHIM REMAR �j DATE � SPE 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLA REMARKS: DATE �� INSPECT P � V;g � 765_1802 BUILDING DEPT. INSPECTIO 4 [ ] FOU ATION IST ROUGH P�Qe [ ] UNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE,# CHIMNEY REMARK ` Gl� .Ol DATE l'o D4 INSPECT 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R=ULATION PLBG. [ ] FOUNDATION 2ND [ ] 1 [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECT19N REMARKS: c� DATE �� G' INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] �RPLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPSCECHIMNEY REMARK DATE INSPECT gf SOOtyo 0 6k �olr o v TOWN OF SOUTHOLD BUILDING DEPT. ���� `�` 765.1802 INSPECTION [ ] FOUNDATION IST [ ) ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION E I REMARKS: L4- - DATE `3 , INSPECTOR K , 2 U HARLES M . THOMAS , R . A. �W.• L PO Box B77 _ — JAMESPORT, NY 1 1 947 (63 7 ) 727-7993 N� (63 1 ) 727-8033 FAX March 21,2005 l own of Southold PO Box 1179 Southold.NY 11971 Re: Mr. K Mrs. Hollowell 1280 Smith Drive.So. .Southold, Af 119-1 Suffolk Counn' Tax 11ap a 1000--6-3-1/.7 To Whom It Mav Concern: This letter is to certity that the 'As- Built' conditions at the above referenced residence conforms to the design intent and code%kith respect to the FEMA requirements. Please call the office with any questions or concerns at(63 t) 727-7993. Thank you. inter y; Ch espQ( as. `. Albert J. Krupski, President 0�� C� Town Hall James King,Vice-President 53095 Route 25 ' 9 e� O 7-4 Artie Foster (1? O P.O. Box 1179 Ken Poliwoda H Z Southold, New York 11971-0959 W Af Peggy A. Dickerson �,y `� Telephone(631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 1, 2003 Charles M. Thomas, Architect P.O. Box 877 Jamesport, NY 11947 RE: TIM HOLLOWELL 1280 SMITH DR. SOUTH, SOUTHOLD SCTM#76-3-11.1 Dear Mr. Thomas: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 30, 2003: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit #5512 to remove an existing residence and to construct a new residence upland, with the condition that hay bales are placed down landward of the non-turf buffer, and as depicted on the site plan prepared by Charles M. Thomas last revised January 28, 2003. This is not a determination from any other agency. If you have any questions, please call our office at(631) 765-1892. Sincerely, / Albert J. Krupski, Jr. i President, Board of Trustees AJK:Ims 'New York State Department of Environmental Conservation AM of Environmental Permits, Region One Building 40 -SUNY, Stony Brook, New York 11790-2356 v Phone: (631)444-0365 • FAX: (631)444-0360 - Website: www.dec.state.ny.us Erin M.Crotty Commissioner December 18, 2002 Mr. and Ms. Hollwell 1280 Smith Drive South Southold, NY 11971 RE: Permit #1-4738-03041/00001 Dear Mr. Hollwell: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please read all conditions carefully. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Very truly yours, Sherri Aicher Environmental Analyst Enclosure 1 I NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION =RMIT NUMBER EFFECTIVE DATE ,38-03041100001 December 18,2002 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental Conservation Law December 18,2007 TYPE OF PERMIT❑ New ❑Renewal■Modification❑ Permit to Construct ❑Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ Article 17,Titles 7,8: SPDES ❑ Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water Supply ❑ Article 19:Air Pollution Control ❑ Article 34:Coastal Erosion ❑ Article 15,Title 15:Water Transport ❑ Article 23,Title 27: Mined Land Management Reclamation ❑ Article 15,Title 15: Long Island Wells ❑ Article 36: Floodplain Management ❑ Article 24: Freshwater Wetlands ❑ Article 15,Title 27: Wild, Scenic and ❑ Articles 1, 3, 17, 19, 27, 37;6NYCRR Recreational Rivers ■ Article 25:Tidal Wetlands 380: Radiation Control ❑6NYCRR 608:Water Quality Certification l7 Article 27,Title 7; 6NYCRR 360: Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Timothy and Margaret Hollwell 631 727-7993 ADDRESS OF PERMITTEE 1280 Smith Drive South, Southold, NY 11971 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER J.M.O. Consulting, P.O. Box 447, Quo ue, NY 11959-0447 631 653-0607 NAME AND ADDRESS OF PROJECT/FACILITY Hollwell property, 1280 Smith Drive South, Southold, NY 11971 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold I Goose Creek DESCRIPTION OF AUTHORIZED ACTIVITY: Demolish existing single family dwelling. Construct new single family dwelling, porches and detached garage. Install new sanitary system. All work must be done in accordance with the attached plans prepared by Charle M. Thomas last revised November 28, 2002 and stamped approved by NYSDEC on December 18, 2002 By acceptance of this permit, the permittee agrees that the perm it is contingent upon strict com pliance with the ECL, all applicable regulations, the General Conditions specif ied (see page 2 & 3) and any Special Conditions (see page 4+) included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Region 1 Headquarters George W. Hammarth SLA Bld . #40, SUNY, Ston Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE � Page 1 of 4 December 18, 2002 WOO1 wN n ft xeu an. �/Y,, a, woew sec Wr ettxunls rho e�ro.moor xow[u�.aoo mua�a erreNr loxwxe ereml raw e.m a emeew xxu><o>n�n eocrue un I01.121 p�,ypb i row rr oto,r a. �et �wxmo rsr.e�raa �•� \ �.Nrexo uuw.a \ \\ ®ra®XVII nlrl a.M ION.[YN Q�[Yt 410 ftlOpii WOYr Nt.Ox Y[r1W rLD \ �q Oxx4YYN11�4Y/e•Yi1 WArY.�011Y1 ON eeoxr am uxe \ •{ xr ��iye\ �� 'R rue aorx nre m rm aum r erm w nuc aeweN rec m rco euo rA=x rul IW)w,Nr uro IS �{}Mt I.K �;;;r rm oiocrnute e.l•xnrr eusux 1-OTAA ;E5T'L`l.`61'Ah y"'^.NN.CaOXEi12 r• V.51E III d/02 EEW ft�IGEKU TC'VE CCrrl5fulL5?ON s ri POM C(01,10tit F(UW.11L`. G'hY.L 5p!YY ELEV.6.2Ya FIPSf P�COP:LEV,9,2E• � dia7��" ^` EX K6 L@r COIJ?PkY 's 1 z — 1 1 10'l,bhr ploweW� revroe e'-0-CILAR fx4r OUR \ 1IMM pCdM Aw e.r CAr",11W SEPTIC SYSTEM CROSS SECTION s) � .� Of LOT: 47 & 48 MAP OF: GOOSE NECK �P FILED: NOVEMBER 22, i448 NO. 1663 CO. SUFFOLK �-+� r` SOUTHOLD 50UTHOLD, TOWN OF / 5I TE T' LAN DIST. 1000 SEG. 76 BLK.3 LOT 11.1 SCALE: I" = 40'-0" 51TE PLAN OF THE Gharles M. Thomas J HOLLOWELL RE51DENGE arc i t e t PO BOX 877 AhESFORT, NY 1144-i SMITH DRIVE SOUTH, 5OUTHOLD NEW YORK 631) 177'7q DATE: AM-20, '02 •; : .r REV: NOV. 10, '02 REV: NOV. 25, '02 `I ` � A��A Charles M. Thomas, R.A. 3 12003 P.O. Box 877 Jamesport, New York 11947 - (63 t) 727-7993 Town Of Southold Building Department 53095 Main Road Southold, N.Y. 11971 July 29th, 2003 Re: Depth of foundation below grade at Hollowell Residence 1280 Smith Drive South, Southold, N.Y. Dear Building Department: Please be advised that I have inspected the above residence and have determined that the foundation conforms to N.Y.S. Code. Thank you for your attention to this matter. ARIC F r l y r y� RL M. T S sr: N�-& � o \rE OF NN EO AR�yi �S M. T y0 fF0 U .! � N qTE OF IN y PORCH GONNEGTION HOLLOWELL RESIDENGE Simpson Strong-Tie U210 2X6 AT EACH RAFTER W/4-IOd x 1 1/2" NAILS. NOTE: ATTACH LEDGER TO FRAMING MEMBER W/2-1/2"X5" LAG BOLTS AT I6" ON CENTER r Simpson Strong-Tle U210 2X6 GIRDER TO RAFTER CONNECT AT EACH GEILING J015T USE MTS 12 W/8-I6d NAILS W/4-IOd X 1 1/2 NAILS `-GIRDER TO POST CONNECT USE 2-A64 W/14-I6d NAILS DECK JOIST TO GIRDER CONNECTU5E MTS, 12 w/8-I6d NAILS 5lmp5on Strong-Tle U210 2X6 AT EACH DEGK/PORGH J015T 2"x8" GGA I + W/4-I0d X 1 1/2" NAILSPOST TO 2-2X10 GGA GIRDER CONNECT 2"Xl0" GCA LEDGER '�., USE 2 AG4 W/14-Ibd NAILS `.__GIRDER TO POST CONNECT USE P05T TO GONG. PIER 2-AG4 W14-16d NAIL5 CONNECT USE PBS 44 W/14-I6d NAILS FEDERAL EMERGENCY MANAGEMENT AGENCY p.M.6 No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important-, Read the instructions on pages 1.7. SECTION A-PROPERTY OWNER INFORMATION For Insurance Canpar y Use BUILDING OWNER'S NAME Policy Number Margaret&Tim Hollowell BUILDING STREET ADDRESS(Including Apt.,Unit,Suite,and/or Bldg.No.)OR P O.ROUTE AND BOX NO Company NAIC Number 1280 Smith Drive South CITY STATE ZIP CODE Southold NY 11971 PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc) 1000-76-0311.1 BUILDING USE(e.g.,ResideNial,Non-residential,Addition,Accessory,etc. Use a Comments am,if necessary.) Residential LATITUDEJLONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑GPS(Type):_ ( AYP-#N-##.##" or #9.4#WW°) ❑NAD 1927 ❑NAD 1983 ❑USGS Quad Map ❑Other SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 81.NfIP COMMUNITY NAME&COMMUNITY NUMBER B2.COUNTY NAME B3.STATE TamdSadnId 360813 Suffolk NY B4.MAP AND PANEL B5.SUFFIX B7.FIRM PANEL OD FIEVATION(S) NUMBER 86.FIRM INDEX DATE EFFECTIVEIREVISED DATE B8 FLOOD ZONEST=F edWti d loodN) 3610300166 G 05'U511998 AE E.8 _J B10.Indicale the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. ❑FIS Profile ®FIRM ❑Comnwrlity Determined ❑Other(Describe): B11.Indicate the elevation datum used for the BFE in B9:®NGVD 1929 ❑NAVD 1988 ❑Other(Describe): B12.Is the bilduog located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)?❑Yes ®No Designation Date, SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1.Building elevations are based on:❑Construction Drawings' ®Building Udder Construction' ❑Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2.Building Diaaam Number 8(Select the building diagram most similar to the buildahg for which this certificate Is being completed-see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) C3 Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR ARIA,ARIAE,ARIA1-A30,ARIAH,ARIAO Complete Items C3.-a4 below according to the buildN diagram specified in Item C2.State Ute datum used If the datum is different from the datum used for the BFE in Section B,convert the datum to that used for the BFE.Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D of Sation G.as appropriate,to document the datum conversion. Datum^ CorwersioNCormments --- Elevation reference mak used_Does the elevation reference mark used appear on the FI E-1Yes ® No a ' _. r i r 1. . o a)Top d bottom floor(including basement o enclosure) 5. 0 ft.(m) M o b)Top of next higher floor 10.4 ft.(m) o c)Bottom of lowest horizontal structural member(V zones only) — ft(m) o ; o d)Ata:hedgarage(top ofslab) _ (m) .8c i o e)Lowest elevation d dlo machinery anequipment w- servicing the building(Describe in a Comments aea) 10.4 ft.(m) S .. o 0Lowest adjacent(finished)grade(LAG) 5.0ft.om o g)Highest adjacent(finished)Bade(HAG) 5. 5t(m) o h)No.of permanent openings(flood vents)within 1 R above adjacent Bade 5 --•..- o i)Total area of all permanent openings(flood vents)in C3.h 270(1 sq.in.(sq.cm) SECTION D-SURVEYOR.ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information in Sections A,B,and C on this certificate represents my best efforts to interpret the data available. _I understand that n false statement Tay be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME JOHN T.METZGER / LICENSE NUMBER 49618 TITLEPRESIDENT COMPANY NAME PECONIC SURVEYORS,P.C. -- ADDRESS CITY STATE ZIP CODE _ P.O.BOX 909 SOUTHOLD NY 11971 SIGNATURE DATE TELEPHONE 07!2&2(10 (631)765-5020 ` � � - - �.. r<=¢t•,"f email: yl 1. '.� .O(W1101N.N IpWm W LVA 1./MM - Dii p1I.11NN IS IIiNI 1Nb 6C �'� -�I ITµ a OO W NIO YV 1a IY!.YIL Mf4 �1� a P�OI!MIN tlNtl10 1Y 1 1 A.00NI XNIP N..NIC PYPI INCICN Wpi PNpI 10•.I W.Cpiy Ni1CN N JOC 11 RPiL CPA IQr.IZ` \ ♦1!yp! m:(h.N.aNr1m1.r Mw wren ceMrN POP..L i 0E .ePo NrurP laL AD WK •M 4041101 P rWC YCI f�rOJ NPCII Mill YII.b.d \ ONOOIPC YO/D•Ory OnCOi IY 011m PPrY:n LM � ( ,\ w.at P/JrY rlMl ro Mn fw r r.lo N rut wwx nc ro m u110 r.10 N C4L NIAM CCL LN0 IM � rml OLdP101fD al' PILr NIIIK( ISL[ SSI; NOTpO T �1er1 e. . . r t 4:EriE r>T ar ry,&4rr}BgvO,4%jmtalled ic driv y. x COUNTY DEPARTMENT OF HEALTH SERVICES v.r7F CONS RiiCTION FOR A L"r E9.'"_T:NCEONLY (� pp �� O woMo�s •E G 7 :' REF.NO RIC -O"3 -00 to �tiF R 'ED . _� _ \ rb. �e �. Idib'F` 'e. F01e rvDkXiXWAq OP E ROOMS �rlgy ,11 RE ATE OF APPROVAL _ � 11 r.Rp oLalProro a1' t10.•NPr,1Q ON S T 1 a4, SEPTIC SYSTEM CROSS SECTION a� y Abandonment of existing sanitary system 0 �J to be witnessed LOT: 47 t 48 by Health Department. V MAP OF: 6005E NEGK FILED: NOVEMBER 22, IG48 NO. 1663 GO. / SUFFOLK / 51TUATED: SOUTHOLD, TOWN OF SITE T� �� ^ } SOUTHOLD S AIV DIST. 1000 SEG. ?6 BLK.3 LOT II.I 56ALE: I " = 401-011 SITE PLAN OF THE Ghorles M. Tbomas HOLLONELL RESIDENGE arc - t c PO BOX bl'T .1Ah�ORT, Nfi' IIQ4J SMITH DRIVE SOUTH, 5OUTHOLD NEW YORK (651) '127-7943 I REV: NOV. 10. '02 REV: NOV. 2H, '02 = - REV: JAN. 28 '03 I TO e61o qa o.w �rMD urv.nus Y[ouYY rn¢:.. H , eO0 i0 rlID YM.P rOr MDIL D.i � 1(JI.12� �t 1.�'! ac m(.)e n DWreia.r xw.ar..sr me ert u.mw eo ®roam u.oee.an�q• e. ___ ®.sreo�rnc r.l.i��.re a..ionara rvur m.c ort rr � �� \ e.nc rx+no-m euu.K mama s�DYY+,uax r reu rm ' \ , Dmn.ion.re/a ui.Derma ra orry � S A1k1 ��.• I �` �, ti b O ee,pl W PIU YMnN ,MC i0 Ym S/.MD rv' \ \ V 1 +.ia omrYrtem e.V x,ae fwr.a \\ AN, 10 0104, \tea e eo.:WDaa . _ Pewee ,-D' cw.e ..Art fV V.rCY[MCDUMr[KD 0.I iWY PIiYY �fi� ' SEPTIC SYSTEM CROSS SECTION v�`�✓?`Yryt / LOT: 47 d 4e� 101 MAP OF: GOOSE NECK _ FILED: NO , EMBER 22, I1d4e, NO. 1663 GO. ►` SI IFFOLK SITUATED: SOUTHOLD T,r1 N GF SOUTHOLG D ST. 1000 SEG. 76 BLK.3 LOT II.1 SGA.LE: I = 40'-0" SITE FLAN `,F THE Ghorlos M. Thomas HOLLOWELL RESIDENGE a r c h i t c t PO BOX 877 .IAME{�PORT, NY 1194'7 SMITH DR,I y'E S(X'H. 5OUTHOLC NEW YORK (631) "f27-'1993 DATE. AFR 20 '02 REV NC`' 10 '02 REV NO,'. 28, '02 REV. ..AN. 28 '03 TOWN OF SOUTHOLD AROPERTY RECORD CAM7— P - 1 WIR C f STREET VILLAGE %+ F 1 Ianpl DISTRICT SUB. LOT FORMER OWNERMICr10C ( 0,6[gdY ACWIO E ' ACREAGE �fre r GS ";.7/ f�M— ' r S W TYPE OF BUILDING ! ( � ri RES. SEAS. VL. FARM COMM. I IND. CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS SgCE" P/2 2-/1.5 4�1 Z7 %lam 37Gd 9Qo � ie3 ( " 1' �vt »• 1 - AGE BUILDQI'GCONDITI - t-u L 10 I E"— s,01 ., NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable I BULKHEAD bLOS Tillable 2 DOCK r //qLp 5/ Os fz D' ^✓� .°GIr?CC Tillable 3 l T- //Z B s1J -L It 7.59 R/> ( o Jnr:: n�;i r_-,;1<"Sc- Swampland $ t' e' Woodland - 9 z000-�iQ�S ���of�✓ Ot/frt s /S/� <-nk 4,/lzgz� Swampland / Z1 /7 ' r /0W 306 C < Brushland ' House Plot Total 7,AVkWe �in . 41 H, r ;.F x Y ! Tr EE A' 3 0. - - - I3 �TS i- undatior. Eoth n Basement - - - -- -- Floors n Ext. Walls - - -- -- Interior Finish--- - _ -- - -- n --TFire Place - ----- — Heat- - - — -- - --- - - -- Porch -- Roof Type -- — -- - -- - - Porch Pooms 1st Floor - --- ay Patio Roorns 2nd Floor Driveway//✓D i ��ro, y -- - -- Dormer -- - - - - Charles M. Thomas, Architect P.O. sox 877 Jamesport, New York 11947 (631) 727-7993 e mail: cdthomas63@aol.com March 23rd, 2003 Town of Southold Building Department Re: Hollowell Residence/Clarification of three items on architectural plans, for the purpose of amending the existent permit application and obtaining a permit to build. Dear Building Department, Item 1: Flood certification: It has been established on the plans that the flood vents are designed, and will be constructed, to be located at grade level (and not to be located more than I"above grade). Item 2: The garage ceiling will have a Maintenance hole constructed, so that access (for maintenance purposes only) may be had to the "dead space" above the carports in the garage. Item 3: A Connection Detail of construction from the porch roof as it attaches to the house is provided (including "Simpson Strong tie Product") on the attached second page of this fax. Your department requested these three clarifications in writing, to be submitted by fax. �g� PED S ARCtir Very truly yours, W- 440-; � CHARLES M. THOMAS, R.A. 024 AOP TE OF tN Charles M. Thomas, Architect P.O. Box 877 Jamesport, New York 11947 (631) 727-7993 e mail: cdthomas63@aol.com March 16th, 2003 Town of Southold Building Department Re: Hollowell Residence/Clarification of two items on architectural plans Dear Building Department, Item 1: This house was designed for the 120 M.P.H. wind zone. The text on the plans (noted on page 3, in the Design Criteria/Wind) has been amended to reflect this true fact. Item 2: The garage doors (displayed in an elevation drawing on page 4) are designed as solid wood, and will be constructed that way. There will be no need for additional shutter design on these doors because they are solid wood and use no glazing. Your department requested these two clarifications in writing, to be submitted by fax. Thank you for your attention to this matter. SPED ARC very truly your M. Thy F 0�9�� CHARLES M. THOMAS, R.A. Fail / Charles M. Thomas, Architect P.O. Box 877 Jamesport, New York 11947 (631) 727-7993 e mail: cdthomas63@.aol.com March 27th, 2003 Town of Southold Building Department Re: Hollowell Residence/Clarification of one item on architectural plans, for the purpose of amending the existent permit application and obtaining a permit to build. Dear Building Department, Item 1: The Garage Slab elevation is designed as, and will be constructed at 8 feet elevation (as referenced by N.G.V.D 1928 Datum). Your department requested this clarification in writing, to be submitted by fax. Thank you for your consideration. oSD ARC ... Very tru yours, sr pro _�2a�`ioQ� CHARLES M. THOMAS, R.A. �T � F NE�. jV;pA-rU T. TERRY j = ` - ' n,.n Hall. 511r�C Marn Rn TOWN CLERKo .•. r=, P.O. noc 117() r i Southold Nc" 1 url, 11'17 (tEGISrRAR OF VITA1. STAM-FICS �✓� ICC-0`" `.. Fa. (5101 76�-IH'1 MARRIAGE OFricrR _ -+n �� Telephone I t 161 765 IRO RECOR()S MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER 1 4 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold: ('Floodplain Development Permit 4P11lieation" [ FDP(93) ] , nn,l "Certificate of Compliance for Development in Special Flood Hazard Area [C/C(93) ] . B✓u. UC( 16- TOWN OF SOiTi710LD ' Judith 1 1 e r� ,outhold Town Clerk August 25 , 1993 APPLICATION s PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMCT APPLICATION Thi form i to be filled out in duplicate. s s p SECTION 1: GENERAL, PROVISIONS (APPLICANT to rcad and sign): 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made hercin- 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. & I,THE APPUCANf,CERTIFY THAT ATEME HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO GE, TRUE AND ACCURATE. (APPLICANTS SIGNATURE) DATE ]9) SECTION 2: PROPOSED DEVELOPMENT fro be cornoleted by APPLICANM NAME ADDRESS TELEP HONE APPLICANT BUILDER FSIGL 'fes cow j" PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location_ Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the proicrt location would be hcIptul. 1142. 42 E� aFMAW H400-0 FDP(93) APPLICATION _ PAGE 2 OF n DESCRIPTION OF WORK (Check all applicable boxes)' A. STRUCTURAL DEVELOPMENT ACTI%'TTY STRUCTURE TYPE (4w Structure I9'Residential (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ No❑-residenual (Floodproormg? O Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition P ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park? O Yes) ESTIMATED COST OF PROJECT s B. OTHER DEVELOPMENT ACTIVITIES: • Fill O Mining O Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) - ❑ Watercourse Alteration (Including Dredging and Charnel Modifications) O Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) ❑ Individual Water or Sewer System ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3: FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. Dated The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERJvUT IS REQUIRED). tails Located in a Special Flood Hazard Arca. FIRM zone designation is IPJ-`Lear !loaf elevation all silt is:- • 7•�i Ft. NG VD (MSL) •t)navailablc ❑ The proposed development is located in a floodway. FB Ft P No. Dated Sc ria .i (or add ion i❑s�ruciiom; SIGNED DATE /� fl .r • - APPLICATION a PAGE. J OF 4 SECTION 4: ADDITIONAL INFORMATION REQUIRED (To he completed by LOC.1L ADMINISTRATOR] The applicant must submit the documents checked below before the application can be processed: ❑ A site plan shovnng the location of all costing structures, y.atcr hadia, adjacem roads, lot dimensions and proposed development. O Development plans, drawn to scale, and specifications, including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor, details of floodproofmg of utilities located below the fust floor and details of enclosures below Lhc fur floor. Also ❑ Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100-ycar flood elevations if they arc not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. 0 Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofmg protection level (non-residentia) only) Ft.NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-ycar flood. A copy of all data and calculations supporting this finding must also be submitted. O Other: SECTION 5• PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I hive determined that the proposed activity: A- ❑ Is B. O Is not in conformance with provisions of Local Law if_, 19_ The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE _ If BOX A, is checked, the Local .Administrator may issue a Development Pcruut upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a wriaca summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APPLICATION s _ PAGE a OF a APPEALS Appealed to Board of Appcals? ❑ 'ecs ❑ No Hcarmg date' Appcals Board Decision --- Approvcdl O Yes O No Conditions SECTION 6 AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Buds) Elevation of floodproofng protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADN11NISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention- INSPIECT10NS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8• CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HA7.ARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO._ PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑ EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C-/C19? I r Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 Data filename:A:\\HOLLOWELL.cck TITLE: HOLLOWELL RESIDENCE COUNTY: Suffolk STATE:New York HDD: 5750 t CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE: 05/20/03 DATE OF PLANS: March 7, 2003 L. PROJECT INFORMATION: NEW RESIDENCE COMPANY INFORMATION: CHARLES M. THOMAS ARCHITECT COMPLIANCE: Passes Maximum UA=536 Your Home UA=421 21.5%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling l:Flat Ceiling or Scissor Truss 1396 19.0 0.0 71 Wall 1:Wood Frame, 16" o.c. 3000 15.0 0.0 211 Window 1: Wood Frame,Double Pane with Low-E 140 0.280 39 Door 2: Solid 42 0.240 10 Door 3: Glass 72 0.340 24 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 1396 19.0 0.0 66 Furnace 1:Forced Hot Air, 84 AFUE Air Conditioner 2: Electric Central Air, 10 SEER D q COMPLIANCE STATEMENT: ��t resented in this document is consistent with the building plans, specifications,and other calcul '� e w t�Iy it application. The proposed systems have been designed to meet the New York State Energy Cons a ti t.,�nsn irements. When a Registered Design Professional has stamped and signed this page,they are atte g at �. er owl d ,belief,and professional judgment,such plans or . , specifications are in compli th th' -' - Builder/Designer 4 .sti: Date 5 �� 03 `�9�.�°�i4GG• Qui REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 DATE: 05/20/03 TITLE: HOLLOWELL RESIDENCE Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-19.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: I Windows: [ ] L Window 1: Woad Frame,Double Pane with Low-E,U-factor: 0.280 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ J Yes [ ]No Comments: I Doors: [ ] 1. Door 2: Solid,U-factor: 0.240 Comments: [ ] I 2. Door 3: Glass,U-factor: 0.340 Comments: I Floors: [ ] 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 84 AFUE or higher Make and Model Number [ 1 2. Air Conditioner 2: Electric Central Air, 10 SEER or higher Make and Model Number I Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3" clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on I the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I I Duct Construction: [ ] All joints,seams,and connections must be securely fastened with welds,gaskets,mastics I (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in. w.g. (500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. ( ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: ( ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York Citv Building Code ,as applicable. I Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hol Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 LO Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts 1"and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 LO 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) NOW IMANIFF FOUNDATION(1ST) ------------------- FOUNDAMN(2ND) ROUGH FRAMING PLUMBING INSULATION PER N.Y. STATE ENERGY CODE AwWwli' r«ils�,r-17),PIP,. Jl090VA p moi■ -_ � '.. � .. � ♦ .� L- . _ IVI / • � . r ME - I I WO TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TO"ArN HALL Boatel of Health SOUTHOLD, NY 11971. 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 76.5-9502 TrSurveyy- PERMIT NO. Check Septic Form N.Y.S.D.E.C. _ Trustees (\3 a t _ Examined ,20` Contact: ' -approved 20_ Mail to: Disapproved ac Phone: Expiration_ 20_ Building Inspector [[ � APPLICATION FOR BUILDING PERMIT >-- - Date OG L S 2002 INSTRUCTIONS a. This application NIUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 Certii3cate of Occupancy. f Ever} 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 propem 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. --1PPLICATION 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 compl} with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Ad W (Signature of applicant or name,if a corporation) 0 9b)( 677 j6 t hd1I1¢� (Mailing address of hpplicant) State whether applicant is owner, lessee, agen azchit , engineer, general contractor, electrician, plumber or builder Name of owner of premises W,Q it 77, t�Gu,o w t_1U (As on the tax roll or latest deed) If applicant is a co raison, signature of duly authorized officer (Name and title corporate officer) Builders License No _ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1,nO 5 o MIII+VV1tlee Soo-rg CJ61'AJnt'O House Number Street Hamlet County Tax Nlap No. 1000 Section -Ae Block 3 Lot SubdivisionpSE MCC Filed Map No. Lot } Qj (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed constructi sn: a. Existing use and occupancy GAJj((A-_ f s 'it 0ajw" . 1� b. Intended use and occupancy. !S� r 3. Nature of work(check which applical)ie): New Building Addition_ Alteration Repair_ Removal I/ Demolition Other Work -e' ,- 4= '0Cµ ( V,SC 4, pekfk . (Description) Estimated Cost Fee (To be paid on filing this application) i. If dwelling, number of dwelling units___S__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: 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 Number of Stories 9. Size of lot: Front Rear Depth 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-4�Q 13. Will lot be re graded? YES_,r-NO ,4 Will excess fill be removed from premises? YES_NC�_ 1-1. Names of O-,vner of premises 441*40C'L . Address'"'( pgfic Phore No. Name of Architect G•T140i"OiS Address_,, oa.lc Phone No 727- 7993 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES,>c NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAYBE 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 curvev. STATE OF NEW YORK) SS: COUNTY OF fin) 0 l K� \ I Y I � Yt PP-.0-LL(:I­ being duly sworn, deposes and says that (s)he is the applicant ame of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application: that all statements contained in this application are true to the best of his knowledge and belief; and that t:ic - o:k;,;11 be perfonued in the manner set forth in the application filed therewith. Sworn to before me this `dayof (�)(Og 20UcZ Votary Public i ature of Applicant LINDA J.COOPER Notary Public,State of New Yak No.4e22563,Suffolk County n T,:;rr.i EHpuos beceoncea;ii, d d-- RUI LDI Applicant/ — ,I I Date. OwnersName: to�lpk� C� Reviewed: _ lJ-�- Architect/ Date & scr,G— Engineer: Submitted:,' 0,3 SCTM � / District: 1 L 4000 Section: P Block.: 3 _ I,ot: Project , Subdivision Location: ,r- _ Name: Sin&Ie& separate Required / certification: {Yes/No) �Lk _ Req. \' Rey. Zoning Oistrict: 4_ 11,0(size: l �'_ y Actual: 36 q I ILot coZI39C_,_ Prolw.� Req. r / Req. �, ,/ i �` r j Req. t. IJ'ront Yard Proposed:�O J (Sid,Yard ` S t'roposedo%/,',7+� 1 [Rear Pro ed 1 i Project Description: lbw-�e� � . AGENCM*ERMITSr%v-Wj A,lA_^,_ '.�.°�`- Permit SQUIRED FOR REVIEW N.&. NO XES Number Suffolk County Health Dept New York State D. E. C. _own Trustees Town Zoning Board approv Town Planning Board approval: 03 Flood Plane Elevation??? Flood Zone: Flo 0 lyOtes: N � _ no o C,o. 1K� C c,��Y NEW YORK STATE CODE COMPLIANCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: ✓ HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERE��CRIPTIVr`r FULL FRAMING DESIGN ELEMENTS: HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N SHOULD INCLUDE LIVE,DEAD,SNOW,SEISMIC AND WIND(INCLUDING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N ri�ac EGRESS, LIGHT, VENT: Y/N LOAD PATHS: Y/N ROOF TO FOUNDATION NAILING/CONSTRUCTION SCHEDULE: Y/N - .` MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N Al TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N 2 TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) / � „ ` 64" t` 22"0 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 03/07/03 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Thomas, Chuck P.o. Box 877 Jamesport, NY 11947 Clerk ID: JOYCEW Intemal ID:71436 SMITH DRIVE SOUTH 107.12" _ - -N. 80'30'p0' E• 1 WO. v aQ O o ux •!�� - Ofd�tq `o o \ � elf9R&6 a ® SURVEY OF PROPERTY ,A ell AT SOUTHOLD o 90 p TOWN OF SOUTHOLD • � �O au ,yd,, �o `'mad , SUFFOLK COUNTY, NY 1000 - 76 - 03 - n.1 p�°� "� N SCALE Y' = 40' AUL Y 28, 2003 Taal T N A 13, \ NOTE, LOT NUMBERS ARE REFERENCED TO LINE OF F"D 107.6'4' w ; ' MAP OF GOOSE NECK FILED /N MAP �� 81,13.10• W. m. THE SUFFOLK COUNTY CLERKS OFFICE S. ON NOV. 22, 1948 AS MAP NO. 166313 I AREA = 28,233 sq. ft. map Aire www ✓ pF NEW YC ANY ALTERATION OR ADDITION TO THIS SURVEY /S A VIOLATION _--�_= _,- �' �l�• �,;� OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. I EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS _ HEREON ARE VALID FOR TMS MAP AND COPIES THEREOF 0AL Y F �M SAD MAP OR COPES BEAR THE ANWESSED SEAL OF THE SURVEYOR l7 oSE WHOSE SIGNATU4£ APPEARS HEREON. .S. LIC, A/ 496(8 ADDITIONALLY TO COMPLY WITH SAID LAW TERM ' ALTERED BY ' € NICD V�Y P.C. MUST BE USED BY ANY AND ALL SURVEYORS UT�L/ZM A COPY % ( !!r - OF ANOTHER SURVEYOR'S MAP. TERMS SUCH ' INSPECTED ' APD r , • -a X .C. 765 l797 P BROUGHT - TO - DA TE ' ARE NOT IN COMPLIANCE WITH THE LAW. 123 STREET SOUTHO , N.Y. 1197! 03 - 190 SCDHS REF. # RIO-03-0010 $EP'IIG MEA3U RaMEN rS - - ST L.P."I L.P y2 26'O- 30'7,. uTH - '9' 30'4' 33.1' I0" 2Yo so I.C.,.<:.-. . .. . " SMITH pRIVE ���LB 1.0 Zuu� 107.12' E ��c t, N 80'10'00 0. N i / + O• - -- le kA ✓ Za2 7 q. P9 ? rlftk O y5 Za? •`� JgL \ _ OA � Za' SURVEY OF PROPERTY 6s A T SOUTHOLD <O a TOWN OF SOUTHOLD .9O •P apt' ST{ � ,qo ' SUFFOLK COUNTY, N. Y. O 1000 - 76 - 03 - 111 <O SCALE: 1" = 40' �A < o TOO JULY 28, 2003 O OHO O AUG. 17, 2004(FINAL) I NtS � I � NOTE, LOT NUMBERS ARE REFERENCED TO LINE OF FILED 1p7.64 MAP OF GOOSE NECK FILED /N MAP S 81.13.10' W' THE SUFFOLK COUNTY CLERKS OFFICE ON NOV. 22, 1948 AS MAP NO. 1663 s / , �PA�OF NEW AREA = 28,233 sq ft to nW line wwx /'.- y'o��,j.nnerz���� ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS ^^ HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY FroosE SAID MAP OR COPIES BEAR THE 04PRESSED SEAL OF THE SURVEYOR / l8 WHOSE SIGNATURE APPEARS HEREON. ADDITIONALLY TO COMPLY WITH SAID LAW TERM ' ALTERED BY ' ECONIC VEYORS, P. MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY (631) 765 - 5020 FAX (631) 765 - 1797 OF ANOTHER SURVEYOR'S MAP. TERMS SUCH ' INSPECTED " AND P. O. BOX 909 BROUGHT - TO - DATE ' ARE NOT IN COMPLIANCE WITH THE LAW. 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 03 - 190 I BRICK CHIMNEY TO BE SET 2'-0" ABOVE A 10'-O" HORIZONTAL PROJECTION RIDGE RIDGE ASPHALT SHINGLE ROOFIN6 ASPHALT SHINGLE ROOFING Z �2-� O F- �E VSDARC 113 VVVV , g M. Ty 60 Jl A W t3 i1 I3 1821 T,9 0. 02A06 yOP • 182i T OF NES E�> S.O. 8'-O' PLT. TO. B'-O" PLT. + + 1 1� E�5 2442 2442 ESE E&RESS 28310 28310 3052 EGRESS EGRE 2052 WINDOW 2052 652 3052 1852 30 HINDO WINDOW WINDOW HINDO 3082 3052 2852 2852 2852 2852 2852 2852 3052 ASPHALT SHINGLE ROOFING, ASPHALT 5HIN&LE ROOPI TO. SECOND FLR, TO. SECOND FIR, ASPHALT 5HINOLE ROOFING T.O. 9'-O" PLT, T.O. Q'-0" PLT. J WIFW 2052 032 305 52 52 F 6 II 3052 305 1-IL n�X U1 zos2 , 2652 2652 2852 2Bs2 2852 2852 3052 CEDAR PERFECTION SHINGLE CEDAR PERFECTION SHINGLE I O CEDAR PERFECTION 5HIN6LB t.p, FIRST FLR. T.O. FIRST FLR. CEDAR PERFECTION SHINGLE rii4. r'r"---m N I"XIO'BELT BOARD &RADE ELEV. 8.25' GRADE ,_ - GRADE CL ; m CRAWL SPACE ELEV 12" PERMA OAST GOLUMN5 UO— . 5.5' s � � s z REAR ELEV FRONT ELEVATION , TION � N ODES OF I O SCALE: I/4" = I'-O" I SGALF_: I/4" = I '-O" NEW YORK STATE d TOWN CODES RIDGE R06E AS REQUIRED AND CONDITIONS OF ASPHALT 5HIN6LE ROOFIN6 A5PHALf 5HIN61-E R00FIN5 ���S DTONZOA SDUM=TMPANINGX% I2 SOmmTDWNTRUSTEES 12 e (j t RIDGE NY.S.a ,�J S) •'y f ASFHALT SHINGLE ROOFING SPHALT 5HINSLE ROOFI IrNDEAWAREAS CE I ` -+-- 7 5- REQUIRED DO NO PROCEED WITH 7 ;;4 O FRAMI G UNTIL SURVEY OFFOUHASB DATION LOCA?ION �} = EN APPROVED. NA PL UMBF_R CERTIFICATION 12 r Oh F 4 , ( JNTENTBEFORE �� p e210 r , "I CER ,A l E OF OCCUPANCY J ll-o �� ' CL DEF USED IN WATER N Si rYSYSTEMCANNOT IFL00 ZONE y EX—ED 2/f00F1%LEAD. COIy1PL WITH CHAPTER '46' " '"'y. FLOOD AMAGEPREVENTION Z CEDAR PERFECTION PLUMBING SOUTH LD TOWN CODE. ASP ALT SHINGLE ROOFING SHINGLE S WATER LINES A Q ALL PLUMBING WASTE Q J '-."0 CEDAR PERFECTION SHIN&LE Q IIQYY u 1 47) OCCUPANCY OR USE IS UNLAWFUL to WI HOUTCERTIFICA � +� 2032 r CEDAR PERFECTION SHINGLE 2452 2452 WIh�O 3052 032 OF 2452 . OCCUPANCY E 3052 O 2�' CEDAR PERFECTION SHINGLE GSHIN6LE DAR ERFEGTION AS NOTED � APPR N ALT SNINlE4.E ROOFING ASPHALT SHINGLE ASPHALT SHIN&LE ROp 17 4i FEE: BY• }l ^' NO?IFY BUS. DEPARTMEW AT '- 765 1802 SAM TO 4PM FOR THE FCLOWING IONS: 2 1. FOUNDATION , TWO REOIJ'aF0 URpI CONCRETL 2. H 2032 203 OUGH - 032 G d PLUM9ING 3052 CEDAR PERFEGTICON 3. INSULATION 3052 3052 SHINGLE 2452 4. FINAL - B UCTI( N MUST (` X ALLCOONS FOR C. 1. RERSTATNTlE THE ALL MEET TNE YORK STATMIZA'Al A. ODESOFNEW CEDAR PERFECTION SHI CEDAR PERFECTION SHIN&LE E, RESeONSIBLE FOR R ERRORg 67 GRADE GRADE GRADE SRADE SHT. Ho. r G \ / CERTIFICATION OF ALL CONSTRUCTION SHALL 3 SIDS ELEVATION 4 SIDE ELEVATION NAILING & CONNECTIONS MEET THE REQUIREMENTS OF THE 5GALE: 1/4" = I'-O" I SCALE: 1/4" = 1'-0" REQUIRED. -CODES OFNEW YORK STATE. - -- - OF 5 it WYO.. 6'-4" 7'-0 12" DIA. RMA CAST GOL'S PCAL - - - - - _ - - - - - - -- - - - - - - - - - -- - - - -- - - 3-2"x 2" HDR 3-2"x12" HDR ry 3-2x O GGA 61RDER Q I - - - 112" m TUBE FOOTINGS Q I - - I MIN. 36" BELOW GRADE (MUST BE ON VIRGIN a! SOIU `n n F m 4 I I \STEH 4Rc z x \ 3- 852 b. J .b 3-:21 +. N 4i p ?, I 'SH ry 2-2"xl2" HDR, 4'-O" 72-2"xl2" In 'J' am10/ /' - - - - - - - - - - -8" POURED CONCRETEm-2"xl2" HDR / FOUNDATION WALL ON 12"X24"POURED CONCRETE FOOTING PV N I (2) H5 REBARS VIDE 5/8" TYPE "X" GYP. `} "_ D. ON GEILIN6 ABOVE 2,-0.. a D 'p N 2._ URNAGE FOR AT LEAST 3'-O" N ALL SIDES AS PER N.Y.5. PROVIDE 1 50. INCH OF CLEAR a SMOKE h - J DE OOPEENIN6 IN GRAWL SPACE WALLS W QLLI in ,�pp�T m S PER DETECTOR NI 1 50. FOOT OF GRAWL SPACE AREA. ® v _ g p`�'.r��r�� a D 0 ' ° CRAWL SPACE AREA = 1285 5F p 1_yC1fJ_! O +pry ry 1^ 9 4 PROVIDE 1265 sq. Inches OF p�p 5 / In m ~ (4) 1X 3b" OPENING5= 2552 ~ / //// / }u DETECTOR O 50. INCHES _ - / /� L 4" Pa2Rty Z INL - CONIC. SLAB (BLAB NOT TO { m 3 1/2" STANDARD STEEL PIPE BE MORE THAN IT-q" b._5.. 1-ry 30 X30"GOLUMIN O5"DEEP POURED N A 12" BELOW ME PER GORE FLUE 5'-0" L 5'-O" ` I _ L GONGRETE FOORTIN6. (Trp) ORAZ - ML HDR. F 5- 17/8" ML H . FLU . RATED SHEET ❑ a (r i m —( ^ ROC11 e IDSH AIR BOILER IL - - a I II O I ET PER CODE J_ i^ � L - - L - - J J ° b SLTSeklEd HWN n T AlOUBLE .101ST UNDER KITCHEN Ex N '�✓ � � S SMOKE ry r ISLAND AND ALL AREAS WITH � DETECTOR r fI I TILE FIN FLOOR. Q j 1^ - - - - - -- 11.1 O O ry 2-2"x12" HDR. ry I (- - - 1 r - - 1 1- - - - - - - - - - - - -- - - - - 261 0 \ 2-2 32 4- 1 7/8" ML GIRDER —0 - 6 _ Lu In l(1 ` 5LD40'TO NI 2'X8" RR16' OG 1 2 r - - - - - - - - - - - - - - - - - J N �„ �, � m DETECTOR � 1 I I 8,_q „ 4'_6�^ I I C) C� ryQ IL m N 3mD u - FOYER n rv11 \\ \ I m m _c&A�€PGR — — J m TUBE Fo O qq LOW GRAD (FUST B N N sr li m \ i (- - - - - - -- - - - J QTIN65 MI b" N 1670 300 1670 \ I I R61 SOIL) N 3_2x1O CC RDER 3_ "x12" HDR_ • 5 DESMOKE ME TOR \ `P . ry a 2 iocca6 R r - - - - - - - - EGRE55 WINDOW 1 .Lry _ _ I I I - - A 30"XEE BLEAR 13'-10 2-2"x12" HDR. -- - - - - - - - - - - -" " HDR. D - 20 2 EGRESS '1NDOH 2T2 O" T4" 2'-4" I" 10" — — _ — — — — — — — J L - -- - - - - - - - - - 4.2 J 9'-0" 3'-0" 5'-3" 4'-4" 4'_0" 8" POURED CONCRETE 5'-2" 5'-2 O 5�-8J2u In FOUNDATION WALL ON 12"X24" O O 13'-11' 3'-3., 16'_6" 8' 4" 3 3 J IL 16'-b 6'-4" POURED CONCRETE FOOTING W/ 13'-II" 4210' (2) tl5 REBARS 42'-0" Q N FIRST FLOOR LIVINQ AREA - 1395 56 y� FTp Lu z FOUNDATION PLAN o Q LIGHT CALCULATION KITGHEN/NOOK WINDOW GLASS AREA /FLOOR AREA=84.37/404=21% 4'"naw FIRST FLOOR PLAN GREAT ROOM/ WINDOW 6 DOOR GLASS AREA /FLOOR AREA= i ROOF (� SCALE: I/4" = I'-O" DINING 7928/423=18J% L7,_ \••••� BEDROOM WINDOW 6LAS5 AREA/FLOOR AREA= 95bq/178=20% ,y �`r\ i' h- E �' r �2V i �- 2V 4-14V 1 VENTILATION CALCULATION b H)v 1 h I �1 nv I C- ' IIAv I I J. A luv Q E '5TIN6 } KITCHEN/NOOK WINDOW OPENING AREA/ FLOOR AREA -41bq/404=10% NouSE 1 1 Dl� fi ROOM/ WINDOW t DOOR OPENIN6 AREA/FLOOR AREA BEDROOM 33.15/423=8% 47 2 i 4 Y FUt WINDOW OPENIN6 AREA /FLOOR AREA- 20.3q/178=II% rHtN 6 Y 1 Q 1S l P W1V r I s PLUMB I NC RISER DIACRAM 6 x FABN AR IRE 1 IlAv INC FU2V I� I 1 2 SCALE: N.T.5lm V 6 I FIRST 1 H� 4 7 HR' IO SHT. //��NO. COW,T TO APPPMM V' P,V.G.PIPE PIT00 ) FAI,1 SMTARY SYSTD4 A5 PER N.Y5.GOOF L/-/- OF 5 I - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - I 1 ROOF BELOW 42,-0" 12" RIDGE BEAM ,tEPED AgG.h TYPIGAL ROOF GON5TRUGTION No\y SEs nR r /r�D ASPHALT SHINGLE ROOFING 4q, O O rn OVER 15# ROOF FELT ON 1/2" GDX PLYWOOD O INDOWS — _ — — 51NTlfcg To 86LE PGLYON BEEDRAIN R R(XD " INDOW — — — \ \yr 1 SHETHIN6. 2"X10" ROOF RAFTERS olb"O,G. 5926- Jb. G 11 S T m i ry EGRESS WINDOW �`��?. q,_3.. b\�' 2-2"A2 HDR.EACH �? \ m 12 SOF NE`N HB 2-2"x12" HDR. 0 m "P' �� SIDE 5,\ in r+�N 30°X28" CLEAR 2-2 310 TYP EACH WINDOW 1 2" x b" RAFTER TIES LI.I h � 0 32" O.G. Q i ti BEDROOM #I MASTE g 1_b^ IB" io I S DETECTOR S SMOKE I ry l ATTIC • Ib'_4" DETEr TC P, m 1 a BATH ry N I TYPIGAL. GELIN5 GON5TRUGTION 111 • �y 2" X 10" GEILIN6 1015T5 o 16" O.G. W/ R-30 BATT. INSULATION 2-2"X12"HEARDER BOX _n X \\ O z / OUT W/I PINE N Q314 ML`III V-XQMAIN_— n o RIDGE �_ / TYPIOAL LL GONSTRUGTION NISH T 5. 3 GOATJOB 20 Oo X CEDAR PERFEG ION SHINGLES 1 2666 Xm TYVEK HOUSE P 1/2" GDX PLY WO D HEATHIN6 I-PLY RUBBER ON 20X4" WO. 5 DS 0 16" 0.0, R 1 m / \ R-15 INSULATION �� PL OWO D 5H FIN& ON 1EAT N6 5 SMOKE ' // T GAL F 00 G 5 UGTION 3°52 FT�NPDRraP O nLu ETEGTOR \\y 11 T/B" TJI FLOOR JOIST o 16" O.G. SECOND FLR. SINS��020' 1� 3/4" PLYWOOD 5UBFL00 . 10' - O" 0 2668 ry m 2 OUT XVI HEADER BOX I in m a OUT W/I PINE Z OIn T. GYP. O FINISH T. ! S. 3 GOAT JOB � ^ I9 H I .© 4- F2 76 P T \♦ n m �p ry �pp'lo"9Pe-0N1NeI - --I j 4 S?REAT Tl / cV I5FOY �FULL DOWN� O N RAIL 2-2'x12" HDR, 2"x12" HDR. P �� 12" DECORATIVE COLUMNS V-4` L _ _J "XB"GGA p /HSR.FLUSH 1\ 2 2 2 2 FIRST FLR. I — --- _ _ — - - - -_ J J015TOI60.G. 0X10"R. 16" a 2"XIO"R.RAI6"OG 1 �— _ _ / SET 2668 2688 . . ry 11 \ BELOW Rj GRADE SPACE 4" POURED S CODE SLAB (4) 3/4RE STOP PEP " XII 1/8" MIG RAIL SPAGE m 4 p� GRADE m nOCPEnNLJTO ry ROOF CENTER GIRDER 1 RFI nW NYS CODE (lYP) r 2'X10" GGA LEDGER SMOKE. ry 1 \ , b" POURED CONCRETE 4 MILL VAPOR BARRIER ELEV. 5'-&" _ !1 FOUNDATION WALL ON 12"X24" 11 5/4' PLYWOOD FLOOR ,1015T5 015 OTR 3-2"X10" GGA GIRDER lL • S DETECTOR I P ry I 1 POURED CONCRETE FOOTING W/ G. n n BEDROOM M2 \ (2) 05 REBAR5 W/ MIN R-19 BATT. INSULATI N I ry -1 J@�3_ �2_J973_ I N TRAY GL6 0 10' —•— — — \ 1 3 I/2" DIA. STANDARD WEI6H7 1 2"X10" GJ o Ib" OG \ STEEL PIPE COLUMN O iV I 1 ON A 30" X 30" X 15" L� POURED CONCRETE 2" 10"R.R.olb"OG. \ 1 \\ 2 GROSS SEGT I O N FOON6T1P �'XIO"R.RAIb"OG. �� POO \ 1 \ BELC W — — — — — — — - — — — m 3 56ALE: 1/4" '-O I oOPPENIINO CLEARW I y -2"x120 HDR. L - - - .__-- �S 2m- - - - - - - J EfiRE5 1ND'OW 4'_04" 4'_2n 2'_b" T-O" 4._3., 31_31. I _ GENERAL NOTES FIRST FLOOR LIVINQ AREAQ 5 E G O NI 0 0 R PLAN aaw w ru n I. CONTRACTOR 5HA-L CHECK AND VERIFY ALL CONDITION5 TO THE SITE 14, ALL FLA5HINS SHALL BE ALUMINUM, O PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAFE. 15, ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH "HURRICANE z CLIPS" o Ib" ON CENTER, ICJ 3 5GALE: I/4" = 1'-0" 2 ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE 16. DO NOT SCALE DRAWIN65. WRITTEN DIMENSIONS 51PERGEDE 5GALED < =, E PREVENTION AND BUILDING LODE AND ALL PLLES AND RESULATIONS OF THE DIMENSIONS. ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE UL --) TOWN INSPECTIONS AND/OR OBSERVATIONS OF THE CON5TRUCTION. ' 3 IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH IT DRMJN65 AND SPECIFILATION5 AS INSTRUMENTS OF SERVILE ARE AND DISA6RB-5 WITH THAT AS INDICATED ON THESE PLAN5,THE CONTRACTOR SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PRO-WT SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHIOULD HE FAIL TO FOR WHICH THEY ARE MADE 15 EXEOnW OR NOT. THEY ARE NOT TO BE FOLLOW THIS PROCEDURE, AND CONTINUE WITH TIE WORK,HE SHALL USED ON ANY OTHER PROJECTS OR EXTENSIONS To THIS PROJECT EXCEPT LI15HT GALGULATION 4 HURRI GANE GL I P DETAIL ASSUME ALL Rr5PONSBILITY AND LABILITY AR151N6 THEREFROM BY AGREB•ENT IN H RITING AND WITH ADEQUATE COMPENSATION TO THE s SOALEi N.T ARCHITECT. r 4 GRADING AROUND PEW CONSTRUCTION SHALL SLOPE AWAY AMID BLEND INTO \ tI Ib. ALL 'MICR04AM" LAMINATED VENEER LUMBER TO BE OOU6LA5 FIR AS BEDROOM MI WINDOW BLAS5 AREA /FLOOR AREA�53S ED/228=245% 5. ALL FOOTINSG SHALL BEAR ON UNDISTURB501L N" A MINIMUM SOIL MANUFACTURED BY mus JOIST CORP.OR EQUAL. sin-5 A5 INDICATED ON D PRESSURE OF 2 TON5 PER SOFT. AND SHALL HAVE A MINIMUM OF Y-O' PLANS. MICRO-LAM INSTALLATIONS SHALL BE IN 5TRIGT CONFORMANCE T OF COVER. I WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS O V BEDROOM »2 WINDOW t DOOR GLASS AREA /FLOP AREA= 38.2'1/201=I9% b. ALL CONCRETE SHALL BE 3000 P51 CONCRETE 0 2E5 DAYS, 19, ALL METAL JOIST HAWSERS AND OTHER METAL CONNECTORS REQUIRED MASTER f WINDOW (SLABS AREA/PLOOR AREA- 6191/211.23% EXISTING. SHALL BE '"TECO CONNECTORS' OR EQUAL AND SHALL BE CAPABLE of BEDROOM T 825 PSI,E TIMBER= O�I. DOU1°AA5 FIR NO, 2 6RMDE FB HANDLING LOAONFO5 0 CONNIWIT14 POINTS. INSTALLATIONS SHALL BE IN y STRICT CONFORMANCE WITH MANUFACTURERS 5PELIFIGATIONS AND Z RECOMMENDATIONS 4, VENTILATION QALWLATION w b. ALL FADERS SHALL BE(2)2'X6" WALLS UNLET NOW OTHERWISE X8' 20X4' WA LS t 3) 2"XB' IN 20 DOABLE JOISTS UNDER ALL PARTITIONG PARALLEL TO SAME AND AROUND •— ALL OPENIN95. BEDROOM MI WINDOW OPENING AREA/ FLOOR AREA =30.96/2+26=14% •"'•+ "' '� 9.ALL HEADERS SHALL BEAR ON 2 - 2" X 4"P05TS ON 20X4' W4,LL5 FOR s rirrv� " 0�'•'�w''"1g1�m'� OPENINGS OVER 5OR 5NOLE 2" X 4" POSTS OPFNIN96 UNDER V. 21. PLYWOOD DECKING SHALL BE EXTMOR SPADE PLYWOOD WITH EDGES 10. FURNISH AND INSTALL 51N5LE STATION SMOKE DETECTING ALARM SOLID BLOCKED OR PLY CHIPS, 1 ` BEDROOM 02 WINDOW t DOOR OPENING AREA/FLOOR AREA • 21.6/201=10% DEVICE IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE. 22. ALL STRUOR RAL 57EEL SHALL BE A-36 STEEL AND SHALL BE V xnna II. ALL WINDOWS SHALL BE WHITE PERMA-SHIELD NTH HIGH PERFORMANCE INSTALLED AS PER A,154. (� B MASTER WINDOW OPENING AREA /FLOOR AREA- 3451/2'11:13% SLAZING A5 MANUFACTURED BY ANDERSEN NNDOWALL S OR EQUAL. INCLUDE 23 ALL DRYWALL SHALL BE U.56. NATIONAL GYPSUM CO 1/2' THICK,ROOM INSECT SCREENS AND JAMB EXTENDERS AS RBr v QJIREDI. TAPED AND 5PACKLED THREE COATS. ` 12, MAINTAIN 2" MINIMUM CLEARANCE BETWEEN ALL STRWGIURAL FRAMING 24, ALL FLUMBIN6 SHALL BE IN STRICT CONFORMANCE WITH NEW YORK 4/ STATE BUILOIN6 CODE MEMBERS AND FIREPLACE OR CHIMNEY MASONRY. DE516N GRI TERI A 6 RID E VENT DETAIL 13, ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRID61N5 OR 25. All ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITER APPROVED, BLOCKING 0 INTERVALS NOT EXGEEDIN6 EI6HT FEET SIiT. No. 26. DOUBLE JOISM UNDER ALL PARTITIONS PARALLEL TO FRAMINS AND ' 6ROIIND WIND 5�15MIG 5U8.EGT TO DAMAGE FROM WINTER ICE SHIELD FLOOD LIVE DEAD WALL 5HEAITHIN6 USE/ HEIGHT FIRE TYPE OF PROVIDE DOUBLE HEADER JOISTS A7 ALL oPEN1W65. L HEED GE51TE�60R'f LINE T DE516N UVDERLAYMENT HAZARDS LOAD LOAD ROOF UPLIFT LOAD SUCTION LOAD OGGUPANGY AREA GONSTRUGTION - (MPH) INATE DECAY REQUIRED; CLASSIFICATION 45 PSF 170 6 SEvm V 0 HFOUSIATE E,I�RATO 11 YES FROM 1946 40 PSF 20 PSF PZRWM G76E ZONE •6.77 PSF mi6E 744E•3'bb P5F R-0 7/'-0' FIRST F4f70R= PJ24 1YPE V ;Or TO IOG1W TE FN04 MIZ+i NfTBUOR ZM•51.4 PSF INTtWCIR ZOFE,. 764 PSF SFf.UO FLOOR• 1543 OF 5 I RIDGE RIDGE , g1E1D, tC� fir* ASPHALT SHINGLE ROOFING ASPHALT SHINGLE ROOFIN6 P,+ C ASPHALT SHdNGLE ROOFING, ASPHALT SHINGLE ROOFING tp ASPHALT ASPHALT A4 ry0 0241A Qz R�tN6 SHINGLE lF OF NEW HO ROOFINS d Q 2 f "XIV TRlT•" XD` TRH 5O TRIM BOARD 77 ' s i I jj 64, 1X. 59 Iry I CEDAR PERFECTION SHINGLE I� i•u O CARAFE FRONT ELEVATION 3 GARAGE REAR ELEVATION Lu Z 44 SCALE: 1/4" = 1'-0" SCALE: 114 Q ' = 1'-O' Iv i O I Lu = 1 O I x r 2 Lu O d4 I,��� off• } Y uY1�a U- L2 ALL MULTIPLE WINDOW UNITS AS SHOWN ARE NOT TO BE MWLLED. EACH UNIT O SHALL HAVE AT LEAST (2)2X4 JACK < STUD EACH SIDE OIR 2 JACKS. �12 HURRICANE PROTECTION PANEL F 242 PROTECTION PANELS SHOULD BE AT LEAST 4" LARGER THAN THE WINDOW UNITS ON EACH SIDE. CEDAR PERFECTION SHINGLE IN CASE OF A MULTIPLE WINDOW UNIT THE PANEL SHOULD BE 2 INGHE5 HIDER CEDAR PERFECTION SHINGLE ASPHALT ON ONE SIDE OF THE WINDOW WHERE IT COMBINE5 WITH ANOTHER HINVOH. I j SHINGLE N I � I-XX TRIM ON VXIQTRIM WARD Y i I Q Q X-6. IN 2102 ]6y2 PROTECTION O cV PANEL ip 4' N CEDAR PERFECTION SHINGLE ® m 1821 2032 LALRGER 2442 2B3t0 6_6 m CEDAR PERFECTION 5HINGLE AROUND OARACE SIDE ELEVATION 4 CARACE SIDE ELEVATION 7 JE sz � m z LLI SCALE: 1/4" = 1'-0" 4 SCALE: 1/4" 1'-0" F 6u Q CLEAR 1552 205 OPENING Q Q LL a 2652 3052 I - B'_O" OPEN ! NC pROTEGTION BY 1 �GOD STRUGTURAL PANELS p 0 3062 front PROTEC door PANEL I . FURSUANT TO i60a . ! .4 SEE solid 4" - wood LARSEP -1-� HAS T ENING A SGHEDULE ON _ AROUND DETAIL SHEET IN THIS SET I - I IWIID-BORN 5 ApB�LpET 160RON FA57@�N6 SCIiFA1LE V FOR WOOD STRllG L''� I FASiTCiE2 14 2 FEET FEET 6 FEET L A TTRE < 2 FPE7PANEL �hN 4 F$'f�AN { 6 PANEL F@T�µ { B FEET PANEL Qx 7—y /� r' 17 9' M SEE DETAIL 5HIEET AOR T- T., r r r n a TNus TAeIE eA'm ON lin t"wuo SPCFnS Aro A ee Poor HeAn aooP xelBNr SHT. No. b FAST@015 SINCE EL INBTALLm AT OPP05110 BiY OF TIE FIOOO SiRUOTWAI SWa Be PAIR �t4p—�/ e.40.4.540.4.5lOd WHI OR Od BOX WJL5 �/ GO "�It`` G T , O: 0.NWBfE SfJ�'E ARE ATTihGFm TO NA° (°R HASLHt1',5ilC(IJ TIE'(yyy�BE • _ }, �-7-G ATfILi®�(yG�Py VIBRA yp ANT AN'Abl6 IUNINB h MNMMA IiTIHATE I—/ I I ' .E� !_ I Y t J e. STi4G f W PNQS�VE A NIMHM TWXNE55 OF TAb M M 01.1 m �.L_OU 1 OF 5 1 II 45'-O" - - - - - — — - - - -- - - - - - - - E r i�rfP a" ROOF RAFTER 7! I I_ s U o A1Tw° 0240 e� O I� FOFNEW II 7/8 TJI J015T5 ® 16" OG II 7/a TJI -106T5 0 16" oG o 20 CA. STRAP ° " W/(8) 8d NAILS q _ RIDGE _ I 4 GAR GAf2A67E " RIDGE _ _ o ° EACH SIDE 4' P.C. SLAB " ;Q " _ _ 2"X12" MAIN RIDGE II 7/8 TJI JOISTS • 16" OG. —T — W II T/8 TJJOISTS ® I6" Orr ry — — — r 2-2"X12" HDR, 2-2"X12" HDR, W N I I I ml I I III m III III OI I " I I I � I ry III III " III III � �' I ® Df o 0111 31 0 SII o �IIII 3 all I Lu — " — La I T- ° iJl1 JII o;f-T�T21F-2"' WII x Simpson Strong-Tie A35- Ghimney FromingWQ L aoo - - - - - - - _ — J O2-2 xl HDR ry / — T— — z 3 00F RAFTER / I� OGE DETAIL-22"xl ° — — — JSGALE: N.T.S.— — " HDR. HDR ��A------ ' IL4.----' 1 II SII 5'-8" 5'-4" 6'-0" 11'-O" b'-°• 5' 4" 5' 8" Q c/- 23'_0" z Lu O CARACKE FLOOR PLAN o W � � ' p 45,_o„ O = 45'-O" O - - - — — - - - - - - -- — — - - - - - - - - - - - - - - 12" RIDGE BEAM TYPICAL ROOF CONSTRUCTION �� OVER ROOFING 15# ROOF FELT \\ �` 12 ON 1/2" COX PLYWOOD SHEATHING ° 44 2"X10" ROOF RAFTERS ®I6"o6 "326'oRAFTER TIES m D- v v Q N ir- I I q UNEXCAVATED \\ \ \ 2 Z q Y 1 4' P4. SLAB Q TYPICAL GELIN6 GONSTRUGTION \� I2 Q _� In z " 6XbAOXIO W.W.M. ry Q II 7/8" TJI FLOOR J015T5 ® 16" OL \ ° ° ry N 3/4" PLYWOOD SUBFLOOR \ J L 5/8" GYP BD FINISH I I I TYPICAL WALL CT. 6 5 3 GOAT JOB ONSTRUCTION � rP- I I I CEDAR PERFECTION 5HINSLES TYVEK HOu5E WRAP 6 h1 1/2" COX PLYWOOD 5HEA7HIN6 ON O �C 2"X4" WD 57UD5 ® I6" Or Q \ rp v_ DROP FOUNDATION WALL DRlOP FOUNDATION WALL — ° n — —CONTINUOUS FOOTING — — — GONTINUOU5 FOOTING 4" POURED GONGRETE SLAB ° — — — - -- — — — — — — — — - GRADE 4 MILL VAPOR BARRIER -4-� f OL — — — — — — — — — -, DROP FOUNDATION IAALL DROP FOUNDATION WALL — — — — _ — — — J 8" POURED CONCRETE FOUNDATION r — — ScQLiTfj�U�15_FQQIING— — — — — _ CONTINUOUS FOOTING— — — — — — — — — — J Q WALL ON A 8" X I6" POURED V / " - CONCRETE F00TI116 V 11 -0 I mp � r IJ -0" 23-01, 11,_0„ r r 3 I� CRAGE GROSS SEGTION Sr—ALE I/4" = I'-O" OF 5 CORNER AND TITI�0575 , RAF�RS AND GEIL � pF W , J01 ' 5 OR APPROVE �� rH TF ROOF TRU55 TOP PLAT TOP PLAT NOTE: A THIRD STUD AND/OR PARTITION INTERSEGTIN6 ° SECOND STORY TOP PLATE- BA6KIN6 STUDS SHALL BE PERMITTED TO BE (TOPS PLA SEE DRILLING AND OMITTED THROUGH THE U5E OF WOOD BACKUP NOTCHING PROVISIONS CLEATS OR METAL DRYWALL GLIPS THAT WILLSTUD y J015T 15 PERMITTED To SERVE A5 ADEQUATE BAGKIN6 FOR THE FACING STUD sr Vn 11 oP FLOOR J015T- BE GUT OR NOTCHED WALL STUD- MATERIAL. N� BETWE THESE LIMITS q�FOFIVE�� Q NpTG { G�PROVI�SDIONS / NOTGHRN6 IPROA SIONS BORED HOLE MAX BORED HOLE MAX BOTTOM PLA y_ Gt1 SECTION 3.3.1.1.1 ._ __ ._I y WFGM SECTION 3.4.1.1.1 FRAMING N� DETAILS DIAMETER 60% DIAMETER 40% �!� OF STUD DEPTH OF STUD DEPTH y 518" MIN. TO EDGE 5/8" MIN. TO EDGE w T OR BLOCKING 015T ENDS TO BE 5/8" MIN. TO EDGE 51b" MIN. TO EDGE BAND J015T AND BRIDGING BLOCKED AGAINST TOP PLA OR BLOCKING SEE WFGM SECTION 3.3 ROTATION IN ACCORDANCE NOTCH MUST NOT EXCEED NOTCH MUST NOT EXCEED WITH WFGM 3.3.1.3-END RESTRAINT 40% OF STUD DEPTH 25% OF STUD DEPTH BEARING AND 3.3.1.4 BRIDGING bd NAIL AT 24" O.G. A GGGG ORDANGTDWITH WFGM TABLE 3.1 WALL I N.x4 IN. RIBBON IF HOLE IS BETWEEN 40% AND 60% LAP JOIST 3 IN. MIN. GUT INTO STUD BORED HOLES SHALL NOT OF STUD DEPTH THEN SND MUST BE BOTTOM PLATE FOR FIRE BLOCKING BORED HOLES SHALL NOT BE LOCATED IN THE SAME DOUBLE AND ND MORE THAN TWO w BAND JOIST WOOD STRUGTURAL PANEL BE LOCATED IN THE SAME NOTCH SECTION OF GUT OR AND 50 3OORED D5 ARE DOUBLED OR BLOGKI NSTALLED IN AGGOROANGE NOTCHGROSS N STUD OF GUT OR NOTCH IN STUD JOIST gd NAIL AT b" O.G. WITH WFGM TABLE 3.1 NOTCH IN 5TUD SILL PLA (ALL PANEL E06E5) 8d NAIL AT 12" O.G. ON ALL • GR�gqW�L SPACE SUBFLOOR FRAMIN16�SBERS NOT AT ORBASEMENT MONOLITHIC PANEL WFGM Igg5 SBG HIGH WIND EDITION WFGM I �aS 56G HIGH WIND EDITION FOUNDATION SLAB-ON-GRADE SEGTION x .4.3 . 1 . 1 SEGTION 3.4 . 1 . 1 . 1 FIGURE � .2B FOUNDATION (a) OUTSIDE GORNER DETAIL EXTERIOR CORNER FRAMING NOTGHING AND BORED HOLE LIMITATIONS NOTCHING AND BORED HOLE LIMITATIONS PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING FOR INTERIOR NONBEARING WALLS FOR EXTERIOR WALLS AND BEARING WALLS _ BEARING WALL ROOF FRAMIN& OUBLE TOP PLA 2x4 CONTINUOUS TRU55 OR CEILING JOIST TYPICAL WALL, FLOOR AND ROOF FRAMING LATERAL BRACE ATb' o.c. w �- � ENDWALLJ015T 2-IOd NAILS IPP DS TYGAL GABLE END TRU55 Z HFADFR REJU z REQ R5 1-t—� WIND-BORNE DEBRIS PROTECTION FA5TENIN6 SCHEDULE A FOR HOOD STRUCTURAL PANELS A A < BLOGKIN6 HEADER 5 _FU L ENUDS FASTENER 2 FEET 4 FEET 6 FEET BLOCKING NOTE: g TYPE PANEL SPAN < PANEL SPAN PANEL SPAN < PANEL SPAN UPLIFT CONNECTION 15 REOUIRED I°AILS < 2 FEET 4 FEET < 6 FEET < b FEET SECTION A-A AT EACH END OF HEADER AND AT BOTTOM DF HEADER STUDS IN UP ADDITIOtd TO CONNECTORS AT 5d COOLER NAILS AT 10" O.G. 2 U2" #b b" I6" 12" 9' C QUI HALL O TOM OF CRIPPLES OP AND BLOCK RAILED TO EAG QWOOD 6RACIT10d NAILS 2 112" #& 16" Ib" Ib" 12" 6YP5UM BOARD Q I I I WOOD scfREw`a, . I I I a TH15 TA6l.E 15ASEV ON fIq MPW'WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. FLOOR BRAG I NG AT 2END BAYS TYP I GAL FRAMING AND UPLIFT 5d COOLER NAILS AT 1" O.G. 20 GAUGE STRAP b. FASTENERS SHALL'BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. (WFGM FIGURE 2 .�b) CONNECT ONS FOR OPENINGS c. NAILS SHALL BE IOd COMMON OR 12d BOX NAILS. O-8d NAILS d. WHERE 5GREW5 ARE ATTACHED TO MASONRY OR MA50NRY/STUGGO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RE515TANT ANCHORS HAVING A MINIMUM ULTIMATE 8d NAIL AT 4" O.G. WITHDRAWAL CAPACITY OF 44o POUNDS. EXTERIOR OR BEARING WALL ENDWALL STUD e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THIGKNE55 OF 1/16 INCH (11.1 m) HAL ��T 12" MAX. GABLE ENDWALL BRAG I NG WAL WAL „ OR BIDLL NAILS BASED ON �URE J " GI 2 W „_ SHEAR WALL REQUIREMENTS NOTCH GREATER THAN (NFGM FV 50% OF THE PLATE WIDTH 21' G EARANGE 24. Rp E Y 21" G EARANGE DIAP AOM 5E 2TER THIN6 JOINT ITU ANELS NAILS FAG E NOT AND I.5" WIDE RIDGE TENSION STRAP 1BNO GEIL N16 21' G EARANGE ON SHEATHING JOINT ACROSSN6 METAL TIE AND TO EACH USE 8-8d COMMON NAILS NOTCH w1rH 8-16a IN EACH END OF 1-1/4" OF �3 w 5 G L E IN oN GABLE FADE o § P• E BELCH 20 GAUGE STRAP LAVATORIES TUB BASED ON SHEA L REQUIREMENTS SHOWER TOP PLAT 5 GABLE ENDWALL BALLOON FRAMING RAFTER `' MINIMUM FIXTURE GLEARANGES wATERCLOSETS PREFERRLD METHOD PIPE z ROOF RAFTERRIDGE BEAM Q o 40 TOP PLATE FRAMING 4D TO AGGOMMODATE PIPING RIDGE TENSION STRAP DETAIL �I 7 206 STRAP d NAIL AT 6" O.G 6YP5M BOARD INSTALLED IN ALL PANEL ED6E5) ACCORDANCE WITH WFGM TABLE 3.1 W/(8) 8d NAILS mll EAGH SIDE I WOOD STRUCTURALFAGS OF FOOTINGRAL PANEL 4-1 INSTALLED IN ACCORDANCE Ibd NAIL AT 24" D.G. WITH WFGM TABLE 3.1 8d NAIL AT 6" O.G. ON ALL N o lh FRAMIN6 MEM$ER5 AT PANEL EDOE5 AND 12' O.G. ON ALL n _ FRAMING BERS NOT AT w o PANEL E06E5 P Ox In 11 (b) INSIDE CORNER, DETAIL H/2 BUT NEED OT H/3 BUT NEED NOT e r• e n , EXCEED 40 FT. M 5imp5on Strong-Tie EXTERIOR GORNER FRAMING EXCEED 15 F7, MAX. A55- Ghimney Framing Simpson Strong-Tie sµr. No. P"° FOUNDATION GLEARANGE FROM SLOPES 3 ROOD RAFTER / RIDGE DETAIL 2 GOR NER BRAG I NG7 DETAIL L_ 3 SCALE: N.T.S. OF 2 5 SCALE: N.T.S. (TABLE 3.1 WFGM I16H NNE) EEDIPON) The design of this structure Is based upon prescriptive approach using the GENERAL NOTES: ti{iFb publishedASO Wood Frame Gon5tructlon Manual (WFGM) The American Forest and < � NAILJNC SCHEDULE Paper Association. I. All works Shall be performed In accordance with all State, �GPV�SM. ,r4�vT�c Non-structural elements are based upon The New York State Reeldentlol municipal, local zoning and building codes and ordinances Code-Jonuory 2003 havingJurisdiction and best standards of con5tructlon btu JOINT DESGRIPTION NUMBER OF NAILS NAIL 5PAGIN6 For the Glimatic and 6eographl601 Design Griterla, see Tale R301 200 on cover practice, It sheet The American Institute of Architects Conditions shall apply RAFTER TO TOP PLATE (TOE-NAILED) 4-8d PER RAFTER All non engineered lumber to be Douglas F1r#2 or better to all work performed on this project �•�=i7< uk?"f Hind Llmltatlons-Section R30121 2. The Contractor shall verifyall conditions at the site An sT 'Fo. 6� GEILIN6 -015T TO TOP PLATE TOE-NAILED 4-8d PER JOIST Design Griterla-Section R3oL2.1.1 (See Table R30I.2.L2. for Wind-Born Debris y qT n94 ROP 9 discrepancies must be brought to the attention of the Architect FOF NE`f1 9-Ibd EAGH LAP Protection prior to commencement of construction The Contractor shall be GEILIN6 JOFST TO PARALLEL RAFTER FAGS NAILED Fastening schedule For Wood Structural Panels) responsible for corrections not reported once he has started work GEILIN6 J015T OVER PARTITIONS AGE-NAILED 9-I6d EACH LAP Dead Load-Section R301.3 except for hidden job conditions. Live Load-5ectlon R301.4 Z COLLAR TIE TO RAFTER FACE NAILED 15-861 PER TIE 3, Contractor span guarantee to the owner that ah materials and � Light and Ventllatlon-Section R303 equipment Incorporated in the work well be new, and that all work BLOCKING TO RAFTER TOE-NAILED 2-8d EAGH END Minimum Room Area-5ectlon 8304 w111 be of goad quality, Free from Faults and defects for a period 2-Ibd EAGH END Gelling Height-Section R305 of one year Form the date of the final Gertficote of occupancy. TRIM BOARD TO RAFTER END-NAILED y WALL FRAMING Toilet oooectlon R306 4. The Architect Shall not be responsible for the construction means, Toiletilet Both and Shower Space-Section R301 method, techniques, sequences or procedures, or for the safety N 2-Ibd (SEE NOTE 1) PER FOOT Glazing-Section R308 precautions and programs in connection with the work, and he W TOP PLATE TO TOP PLATE FACE-NAILED r p 9 Garages and Carports-Sectlon P9011 shall not be responsible for the contractors fallure to carry out TOP PLATE AT INTERSECTION (PAGE-NAILED) _ 4-Ibd JOINTS-EAGH SIDE Emergency Escape and Rescue Opening-Section R310 the work In accordance with the construction documents The STUD TO STUD FACE NAILED 2-16d 24' OG Exlt-Section P311 Architect shall not be responsible for the acts or omission by Landln 5ectlon 8312 HEADER TO •HEADER FACE-NAILED Ibd Ib" O.G. ALONG ED6E5 Rom sgsectlon R313 d the contractor No changes shall made 1n the documents P and/or the building as designewitit hout the expressed written TOP OR BStairway-Section R314OTTOM PLATE i0 STUD (END-NAILED) 2-Ibd PER 2X4 STUD Hondroll-Section R315 consent of the Architect 5 The contractor and all subcontractors shall maintain continuous 1 3-Ibd � PER 2X6 STUD Guard5-5ectlon R3I6 Insurance coverage statutory policies (Worker 4-I6d1 Smoke Alarm5-5ectlon 8311 PER 2X8 STUD Foam plastic-5ectlon R318 Compensation, etc) and general liability In an mount not Spread and Smoke-Section R31q less than $ 5 million and automobile liability and damage BFlame BOTTOM PLATE TO FLOOR J015T, BANDJOIST, ENDJ015T OR BLOKING Insulation-Sectlon 8320 coverage not less than s 2 million The Architect shall be W ( FACE-NAILED) 2-Ibd (SEE NOTE 1,2) PER FOOT Dwelling Unit Separatlon-Section 8321 named Insured on any and all policies I - T FLOOR FRAMING Moisture Vapor Retarders-Sectlon R522 6 Provide 0025" aluminum termite shleld over fibrous �L-�l/,/ `� O �LI�O,P ` Protection Against Decay-Eectlor 8323 Insulation at all perimeter 51115 5IM50N 5TRON6 - TE � JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER J015T Protection Against Termltes-Section R524 T All wood In contact with concrete or masonry to be Wolmanized MSTA36 �i�l VNE�/T 1�N 2-8d Site Address-Section R325 or pressure creosoted BRIDGING TO JOIST TOE-NAILED EAGH END Acces5lbllity-5ectlon 8326 8 A single station smoke detector alarm device shall be Installed BLOGKING TO SILL OR TOP PLATE TOE-NAILED 3-I6d EACH BLOGK Flood Resistant Gonstruction-Section 8321 In each bedroom, on all Floors and shall be all Interconnected per code, q. All bathroom without operable windows to be mechanically ventilated LEDGER STRIP TO BEAM FAGE-NAILED) 3-Ibd EAGH J015T Foundation-Ghapter 4 as per New York State Oade. JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER J0I5T Design based upon presumptive load bearing values of Sandy gravel and or 10 Heating to be designed to provide -70 degrees F. with outdoor 3-Ibd PER J015T gravel at 3000 pounds deelgned oir-temperature of O degrees F, and 15 MPH wind. BAND JOIST TOJOIST END-NAILED per square Foot Contractor to consult Arutect If different son materlais are IL All electrical work to be In accordance to the rules and BAND J015T TO SILL OR TOP PLATE TOE-NAILED 3-I66 PER J015T found upon excavation, regulation of N Y B F U and a NYBFU. certificate 15 ROOF 5HEATING or test hole, for alternative footing and foundation wall design. to be presented to the Owner at the completion of the job H- 12. Plumbing Installation to comply with State and Local codes NL 5TRUGTURAL PANELS 8d (5EE TABLE 3.8) Foundation Notes: and the sewage disposal system to meet Health Department standards DIAGONAL BOARD SHEATING 1/2" Ancor Bolts (55TB-28) See chart on this sheet for spacing 13 Do not scale drawings, Use figure dimensions only. poured concrete foundation wall, 8'-O" high, 9000 # test 14 All work to conform to the rules and regulations of the New Tork r r\ "X� Lu OF "X811 2-8d PER SUPPORT 8nimum depth-Section 40314, 48' minimum coverage to top of Footing Energy Gonversation Construction Code. All glazed area to be double MI lazed and all exterior door to have Insulated cores II-IF-�I " OR WIDER 5-8d PER SUPPORT uy"xb` poured concrete wan footings, 30oor test 9 2 P /8" Microlam Girder (or 3 I/2"x11 1/8" Power Beam) 5 The Insulation protection a5 Indicated on these plans exceeds � -I 3/4"x11 1 the code's minimum standards. .tom GEILIN6 SHEATING 4" poured concrete floor slab with bxbx#10 mesh and vapor barrier F Dam proofing at exterior Foundation below rade-5ectlon P406 16 These drawings and 5peUFlcation are Instruments of service and GIPSUM WALLBOARD 5d COOLERS D6E / 10" FIELD P P 9 g shall remain the property of the Architect whether the project for WALL 5HEATIN6 (� 30"x30"xl2" deep poured concrete column footings, 3000# test y P P 9 y y j which the made Is executed or not. The may not be used STRUCTURAL PANELS 8d (5EE TABLE 3.9) Deck and porch footings as noted, 3000# test, 48" minimum burled depth on any other project except by written authorization of the Architect. Q Il Architect has not been retained for site supervision, on-51te FIREBOARD PANELS Foundation wall to extend a minimum 8" above Finished grade Inspection and certificotlons as required or requested by the Owner, O All footing to be carried down to undisturbed sols contractor or local building department 51M ON 5TRON6 - TIE lllb" bd 3" EDGE / b" FIELD 9 No footing shall be set higher than a 30 degree angle from any other Footing "T12 — 25/32" 8d 3" EDGE / b" FIELD Pour no concrete on Frozen ground or In Freezing water 61P5UM WALLBOARD 5d GOOLERS I" EDGE / 10" FIELD Fnovlde 3 1/2' steel lally columns. Boackflll shall not be placed against the wall until the wall has 5ufFic1em- UPLIFT - GONTINUOUS PATH GONNEGTORS Q HARDBOARD 8d (SEE TABLE 3.9) stmength and has been anchored to the floor above, or has been 5uFfIc1ently PARTIGLEBOARD PANEL 8d (5EE TABLE 31) braced to prevent damage by the oackHll (Section 840411) USE 51MP5oN STRONG-TIE GONNEGTORS Z Floors - WFGM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND `� W DIAGONAL BOARD 5HEATING Floor framing shall be nailed In accordance with Tabic 31 WFGM HIGH WIND INSTALLATION MANUAL FOR HIGH WIND F-ES15TANT "Xb" OR "X$" 2-8d PER SUPPORT EDITION. GON57RUGTION CATALOG G-HNO2 LTP4 E "XIO" OR WIDER 3-8d PER SUPPORT FIrebloaknngg 5ectionoR5o�3.2 ANCHOR BOLTS 1N FOUNDATION USE. FLOOR 5HEATIN6 55T528 WITH BEARING PLATE, SEE FOUNDATION Floor Gon5tructlon: NOTES FOR 5PACiNA STRUCTURAL PANELS 3/4" 056 plywood subfloor, fasten per Table 3 1 WFGM LTP 8d 6" EDGE / 12" FIELD Floor joists see Foundation and Floor Plans, Spacing a5 noted. SILL PLATE TO RIM JOIST USE: OR LESS Fasten per Table 31 WFGM LTP4 16" O.G. AT EXTERIOR PERIMETER GREATER THAN I" IOd 6" EDGE / 6" FIELD 2-:2x6 GGA sill with termite shield and 5111 seal. AND 6AR.AGE/HOUSE COMMON WALL DIAGONAL BOARD SHEATING Finish Floors per agreement USE (4)-8o NAILS AT EACH END "X6" OR "X8" 2-8d PER SUPPORT Noll construction - WFGM Prescriptive Method GARAGE STUD GARAGE SILL PLATE USE 3-8d PER SUPPORT Hallfroming andfimshing shall be nailed and or screwed In accordance with SSP CONNECTOR AT 16" O.0 "XO" OR WIDER Table 31 Al USE (4)-8d NAILS AT EAGH END I NAIL REQUIREMENT5AREA BASED ON WALL 5HEATING NAILED 6" ON-GENTER AT THE PANEL EDGE IF WALL SHEATING 15 NAILED 3" ON-CENTER 1xb fascia, wrap 5I _ AT THE PANEL EDGE Overhangs as noted RIM JOIST TO STUD GONNEGTION USE. 5I I_ PLATE TO RN. II! I5T AND'("' TO OBTAIN HIGHER SHEAR CAPACITIES NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR ALTERNATE CONNECTORS Vinyl vented 5oFflts MTS 12, I6" O.G L-L 1- L_ l./ J J IT Vl� Allluminum utters and Ieader's.Sidln see Elevations USE (4)-8d NAILS AT EAGH END l� SUCH AS SHEAR PLATES. nwek houssewro g FLOOR TO FLOOR GONNEGTION USE PIP _�( I � TT TO STUD I�,ONNE( -TION SHALL BE USED TO MAINTAIN THE LOAD PATH I%2" plywood sheating, see fastening schedule, Table 31 WFCM MSTA 36, I6" Or- 2 G2 WHEN WALL 5HEATING GONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMI rED TO BE REDUCED TO 2x4x Studs ® I6' oc with 2x4 shoe and couple 2x4 plate USE (4)-8d NAILS AT EAGH END I-6d NAIL PER FOOT 1/2"' Gypsum wall board 5/e"Type X 6WB In garage RAFTER TO STUD GONNEGTION USE (TABLE 32 AWFCM HIGH WIND EDITION) 1/2 MR GWB in wet areas MTS 12, EAGH ROOF RAFTER SIM50N STRONG TIE At leo5t one window In each Sleeping room shall comply with the exit ragirements 1)5E B Ibd NAILS AT EACH END MT530 0R MST12 -I SILL OR BOTTM PLATE TO FOUNDATION ANGOR BOLT CONNECTIONS RESISTING LATERAL of section R310 RAFTER To RIDGE TO RAFTER CONNECTION USE 0 i SHEAR LOADS Note drilling and notching limitations in figure RbO260U for bearing walls and H7 EACH ROOF RAFTER figure R 602.6(2) for non - bearing walls. OST TO GC7NGRETE GONNEGTION USE P DECK Z O ANCHOR BOLT CONNEGTIO OUNDATION BRAOIN6 WALL PERMITER MAXIMUM ANGOR BOLT SPACING Follow exterior corner Framing octal] figure 860210.5 DECK P FOR EACH POST z SUPPORTING EDGE NAIL 5PAGI1' IGOR BOLTS) Roof assemblies - NFGM Prescriptive Methodo TTUDI TO RvOF RAFTER L m As halt strip shingles Shall have minimum of six (6) fsLenerS per shin DECK OST TO 61RDER CONNECTION USE LL STORY ALL P le (Section 46 IP 9 p 9 SILL PLATE TO FOUNDATION P44 FOR EACH OST (CRAWL5PAGE OR BASEMENT) 2 STORY 23 23 U 56) R T O N N E T T I O N � delJment application (Sectlon 8905 21) GIRDER TO DECK JOIST GONNEGTION USE WALL BOTTOM PLATE TO FOUNDATION 1-2 STORY 3 1 Iq For roof slopes of two (2) units vertical In twelve (':2) units honzontol (1- MTSl2 ® EACH JOIST (SLAB-ON-GRADE) 5 36 percent slope), up to Four (4) units vertical twelve (12) units horizontal (33 -percent slope ), PORCH P05T TO DECK USE: M NOTE: MAX 12" FROM EACH CORNER AND EAGH SPLIGE, PROVIDE BEARING PLATE BY SIMPSON ,5EE DETAIL. underlayment P5120 (ALIGN WITH J015T BELOW) c Shall be two (2) yens applled m the Following manner Apply A 141-Inch (463)strip (TABLE 32 AWFGM HIGH WIND EDITION) of PORGY POST TO GIRDER U5E, P5720 SILL OR. BOTTM PLATE TO FOUNDATION ANGOR BOLT CONNECTIONS RESISTING LATERAL underlayment Felt layers with and starting at the eove5 , fastened 50flcieritly to PORCH ROOF RAFTER TO GIRDER U5E. hold in place H25A AT EACH ROOF RAFTER tl1 SHEAR LOADS Starting at the cove , apply 36- Inch wide (q14 mm( sheets of underiou_ment 5HEATING LOC �S ATION � TUD SF/HIN GG STRUS_CTURAL HEATHING MAXIMUM NAIL SPACING SHEATING LOCATION STUD SPAG,IhvG BR.AGING dALL PERMITER MAX)(s 11J(-1 NAIL SPADING successive sheets w inches (483mm), and fstenea sufflclenuy old puce OR PANEL Irl 7 OR PANEL SIDING AOR F d GO 1MON NAILS For roof 51ope5 of four (4) unite vertical In terve (12( units - Dl (3 FOR 8d GL MMCN NAILS SEE NOTE U (INCHES O C) (SEE NOTE 3) (1/2" ANCHOR BOLTS) T (5EE NOTE 1) _ (INCHES QG) I(SEE NOTE 3) (V2" ANCHOR BOLTS) _ 'ce Protfction (Section R905.2T U --- ! ---- — --J Underlo ment In High wind (5ectlon Rc105,212) 4" PERMITED E +I- 6 SEE NOTES 3 _ E 4" EDGE ZONE 6 E' FlosPdn 9 Section Rg0528)y EDGE ZONE Ih b (SEE NOTE 3) 1 —� F 12 SEE NOTE 2 j Chimney and flrespoces - Chapter Io - I EnergyEfficient - Gna ter 11, see attocned re or t E _ 6 y P P INTERIOR ZONE 12 (SEE NOTES 2 i6 INTERIOR ZONE I 16 i E Mechanical - Chapter 12 � p 1 \ ( F 12 General Mechanical System - Chapter 13 - Healtng and cooling equipment - Chapter 14 E _ 4 (SEE NOTE 42 E= NAIL SPACING AT PANEL EGDE (IN) Exhaust Sustem - Chapter 15 1GABLE ENDHALL RAKE AND RAKE TRU55 F —Duct System - Gha ter I6 ` 4 SEE NOTE 4) F= NAIL 5PAGIN6 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) y P X I. FOR WALtr 5HEATING WITH 4 FEET OF THE GORNER, THE 4 FEET EDGE ZONE ATTACHMENT Combustion Air - Chapter 11 REQUIREMENTS SHALL BE USED Chimneys and Vents - Chapter 18 E= NAIL 5PA6IN6 AT PANEL EDGE (IN) I \ V 2. TABULATED 12" OG. NAIL 5PAGIN6 ASSUMES 5HEATING ATTACHED TO STUD FRAMING MEMBERS WITH Plumbing - Part VII F= NAIL 5PA6I116 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) v 6>0.49 FOR FRAMING MEMBERS WITH 0,42<6<0.4q THE NAIL 5PAGING5 SHALL BE REDUCED TO 60G 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMIETER. EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH 3 FOR EXTERIOR PANEL SIDIN6 , GALVANIZED BOX NA15 SHALL BE PERMITED TO BE SUBSTITUTED SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED FOR COMMON NAIL 2 TABULATED 12" OG NAIL SPAGING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 FRAMING SHT NO. MEMBERS WITH 5>0 4,1 FOR FRAMIN6 MEMBERS WITH 042<6<0,4q THE NAILING SPACINGS SHALL BE REDUCED TO 6 INCHES 0 G. 3 TABULATED 6" O.G NAIL 5PAGIN6 ASSUMES SHEATHING ATTAGHED TO RAFTER/TRUSS FRAMING MEMBERS WITH 6>04q FOR FRAMING MEMBERS WITH 042<G<0411 THE NAILING 5PACIN05 SHALL BE REDUGED TO 4 INCHES O. G. 4 TABULATED 4" OG NAIL 5PAC NG ASSUMES 5HEATHIN6 ATTACHED TO RAFTER,',R.USS FRAMING MEMBERS WITH 6>0.411. FOR FRAMING MEMBERS WITH 0.42<6<044 THE NAILING 5PAGINGS SHALL BE REDUCED TO 9 INCHES O. G OF 2 i