Loading...
HomeMy WebLinkAbout26293-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28335 Date: 04/12/02 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1040 MT BEULAH AVE SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 51 Block 3 Lot 2 .8 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 24, 2000 pursuant to which Building Permit No. 26293-Z dated JANUARY 24, 2000 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 SOLARIUM, COVERED PORCH, WOOD DECK & ATTACHED THREE CAR GARAGE AS APPLIED FOR. The certificate is issued to FRANK & CHRIS WRUCK (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-98-0152 04/09/02 ELECTRICAL CERTIFICATE NO. N555681 04/12/01 PLUMBERS CERTIFICATION DATED 01/20/02 WILLIAM SLATER Authorized Vlature Rev. 1/81 1 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. 26293 Z Date JANUARY 24, 2000 Permission is hereby granted to: FRANK & CHRIS WRUCK 3583 TONOPAH STREET SEAFORD,NY 11783 for CONSTRUCTION OF A ONE FAMILY DWELLING WITH SOLARIUM, COVERED PORCH WOOD DECK AND ATTACHED 3 CAR GARAGE AS APPLIED FOR. THIS PERMIT REPLACES BP#25396-Z. at premises located at 1040 MT BEULAH AVE SOUTHOLD County Tax Map No. 473889 Section 051 Block 0003 Lot No. 002 . 008 pursuant to application dated JANUARY 24, 2000 and approved by the Building Inspector. Fee $ 1,229 . 00 —U"Authorized Signature ORIGINAL Rev. 2/19/98 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. 25396 Z Date DECEMBER 10 98 Permission is hereby granted to: PRECHT (WRUCK) PO BOX 51 WADING RIVER,NY 11792 for CONSTRUCTION OF A ONE FAMILY DWELLING WITH SOLARIUM, COVERED PORCH WOOD DECK AND ATTACHED 3 CAR GARAGE. at premises located at 1040 MT BEULAH AVE SOUTHOLD County Tax Map No. 473889 Section 051 Block 0003 Lot No. 002 . 008 pursuant to application dated OCTOBER 21 98 and approved by the Building Inspector. Fee $ 1,229 .00 42 11 Building Inspector ORIGINAL Rev. 2/19/98 F_ ` Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT III J�! APRL../ ? TOWN HALL 765-1802 F1_0G. ME P APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). Approval of electrical installation from Board of Fire Underwriters. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00, Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00, Commercial$15.00 Date. c9 ✓ OZ New Construction: 7`- Old or Pre-existing Building:L (check one) Location of Property: /oVo Mr &.,0tg14 /'e`t `z'/ GA 1j)( House No. Street L Hamlet Owner or Owners of Property: &q."k I &Y (4-,L)(�L Suffolk County Tax Map No 1000, Section 05/ Block 00 p 13 Lot 007 -00S Subdivision Filed Map. Lot: Permit No. Date of Permit. 1L2,q1QCJ Applicant: F)mojL Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ al5j 0 W Applicant Signature eo-f—;,- a833.5 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. 26293 Z Date JANUARY 24 , 2000 Permission is hereby granted to: FRANK & CHRIS WRUCK 3583 TONOPAH STREET SEAFORD,NY 11783 far CONSTRUCTION OF A ONE FAMILY DWELLING WITH SOLARIUM COVERED PORCH WOOD DECK AND ATTACHED 3 CAR GARAGE AS APPLIED FOR. THIS PERMIT REPLACES BP#25396-Z. at premises located at 1040 MT BEULAH AVE SOUTHOLD County Tax Map No. 473889 Section 051 Block 0003 Lot No. 002 . 008 pursuant to application dated JANUARY 24, 2000 and approved by the Building Inspector. Fee $ 1,229 .00 A(64W Authorized Signature COPY Rev. 2/19/98 o�o$uFFot,��o h Town Hall;53095 Main Road0 • Fax(631)765-1823 P.O.Box 1179 ,fi Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: ' f� Building Permit No. Z Owner: �7�A W.U lku ct (please print) Plumber: (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. �— (Plumbers Signature) Sworn to before me this dayof J0.hli�Qry , 20 ® L Notary Public, _County NW �y %* ow ON� Ck*MWRNs Expires Am*06 Wum THEMEN YORK BOARD OF FIRS :W �R1WR"1T � >�t�� � 1001,071BUREAU OF ELECTRICITY: 40 FULTON STREET, NEW YORK, NY 1003.8 Daae A , ; 12,2001' A `�Vyy on '(ie 11407400/00t N 555681 ijig"THIS CERTIFIES THAT 1V�. 5293 only the electrical equipment as described below and introduced;by the applicant named on the above application number is in the premises of` WRU=' FIW,. 1040 MOUNT MAULAH AVENUE r SOUTHOM, NY in the .p following location' Basement ® 1st Fl. El 2nd Fl. GAR/ATTIC QUT Section 51 Block 3 Lot 2.8 Teas exarea �sut 02 r andound to be in P 2001 compliance with the National Electrical Cade. Tt .- L FIXTURE RECEPTACLES SWtICHES FIXTURES RANGES COOKING DECKS OVENS DISHWASHERS EXHAUST FANS G ,FLUQRESOENT OTHER AMT. K.W. AM,T.y, K.W. AMT. C.W. AMT. K.W. AMT. W.P. 67 3 F DRYERS F0RA1AC,_f MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CC CRS BELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. K.W. O►t H.P. GAS H.P. AMT. NO. A.W.G. AMT.' AMR `AMT. AMPS. TRANS. AMT. I H.P. NO.OF FEET :AMT. WATTS :6: . c S E R I c E N PE 0 C OF A. C A,`. .G. ' tlly`wit, 1,t 2W T#SW S R 3W y 1!W OND. .' ,:NO, H1-LE6- OF -LEG MQ;OF NEUTRAtt (SF.NEUTRAL t a $. 1 X 2 1/0 `;z �tx.x;" 2 1/0 a AT►RAR%�TU$ P. € ► I iYt>iQFE`, GIETrMANAGER" Uk��Ac►.aln,0 oy mafinfri:reiuTn to tho office Qf the„50afa if ITTcorr IRa of rti ty b ►c TTtitied'py their oredeliflals. 001071 THE NEW YORK BOARD OF FIREU "IVI1R : , A .} BUREAU OF ELECTRICITY 40 FULTON STREET, NEW YORK, NY 10038 Date ASL 12,2001 Application No. on file 11407400/00 N 555681 THIS GERTIF1 sS THAT PERMIT NO. 26293 only the electrical equipneent as described below and introduced by the applicant named on the above application number is in the premises of WR= EMU, 1040 MOUNT HEAULAH AVENUE, "SOUTHOLD, Ny in the following location; ® Basement 1st Fl. ❑ 2nd FL GAR/ATTIC�OUT was examined on ' APRIL 02 2001 Section 51 Block 3 Lot 2.8 and found to be in compliance with the National Electrical Code. OUTLETS RECEPTACLES RECEPTACLES SWITCHES F111if E5 RANGES COOKINO'DECKS Q1/kNSpISH SCE FLUORESWASHERS EXHAUST FANS INCANDECENT OTHER AMT. K.W. AMT. K.W.` AMT. K.W. AMT. K.W; AMT. H,p, UORYE!04t UEN+#,C luCflTbR$ FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. AMT. TIME CEOCIiSlL UNIT HEATERS MULTI-OUTLET DIMIIWIEIS. K W 01L NA. GAS H.F. AML NO. A.W.G. AMT. AMI AML "AMPS. TRANS. AMT. SYSTEMS NO. NO.;OF FEET AMT, WATTS. l�ulE, �sNT0. s E R AMt 11MF I C E TVf E EL1 (P, 1 1 2W 1'/SW J SSW S R 4W NO.OF CC Cfl 0 A. G. A.W.G. PER f OF CC.COND. NO.OF NI-CEG OF HI. NO.OF NEUTRAL$ A-W. .: OFNEVTRAL OTHER APligATU$ tt i s 3aY RlY w411I-..c 5g3 k."; I4iIM. f A � III f "r` fo r t19'f1 jiNltA1r' NIGER �1 I, t f!ISj1y maTtnAr;raFturn fo the"I co Of ThoBogfd U_it t # tlif; r�111k}isr BUILDING PERMIT REVIEW CHECK LIST Application Name: Wucr, �AAW-J?J OIVI f Architect/Engineer: Vry Date Submitted: /D 4 SCTM#: District: 1.000 Section: _ Block: _ Lot: ZOV Subdivision Name: 19000' k4w �/' Req // Req �fA/ Zoning District: V [Lot size: t Actual: �� r 1 [Lot coverage C�tJ a Proposed:__. 1 Req. ( to Req. I I Req. /� i [Front Yard Proposed: [Side Yard TO Proposed: '67 [Rear Yard Q_ Proposed: _] Project Description: N Act +��e i�l�»�L(�1 AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A. ,NO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees �( Town Zoning Board approval: Town Planning Board approval: _ Flood Plane Elevation ??? Flood Zone: Notes -r Aig tp 2309 S Sr FC CI SE g(, KS 4Cfuv BUILDING DEPT. INSPECTION [ /FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION 1 FRAMING [ ] FINAL ( ] FIREPLACE 8 CHIMNEY REMARKS: DATE O0 INSPECTO M-isox BUILDING DEPT. INSPECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY i REMARKS: DATE INSPECTOR A�?,4 765-1802 BUILDING DEPT. INSPECTIO" [ ] FOUNDATION IST [ ROUGH PLBG. [ �FNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL 6,�%�- ., - FIREPLACE & CHIMNEY � REMARKS: IAI ,DATE / Dd INSPECTO i r 70-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS:, lz� / � ,DATE / INSPECT X65.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDA N 2ND [ ] INSULATION [ ] F ING [ ] FINAL FIREPLACE & CHIMNEY REMARKS: 'lei fUs ,DATEIZINSPECTOR 'I 1 BUILDINGDEPT. INSPECTION FOUNDATION IST ROUGH FOUNDATION INSULATION FRAMING FINAL FIREPLACE & CHIMNEY /'---REIVIARKS:J�4 — I — 1204a a 0%- 'L Ale, ♦ +Jam'• ���� .�yl`�rr�r,r.�. �.__ - i / jpw 1 INSPECTO "1• man Idea/ nog! / � � , P- 93 e-� M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ J ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 SULATION 1 FRAMING � I 1 FINAL [ ] FIREPLACE & CHIMNEY REMARKS• OC � G DATE �I INSPECTOI �/�z� M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ ] ULATION [ j FRAMING � ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE � � INSPECTOR FIELD, INSPPC,TION REPORT DATE ______________COMMENTS--- _ 1 --- ---- 2--��j— -------------- II II FOUNDATION -- ( I FOUNDATION OND) II � `- _ —----------- ------------- — Iw ROUGH FRAME & ------�i n � /�OG ��� W� (/L - -nUMBING U INSULATION PER N. Y. ii STATE ENERGY -- — CODE a tr I N - if If I N I 11 I u II N Cr1 II N H II N .1 FINAL II N N 'r srsa -sa--a-+xs=sxxxxs�c=x--�-�axrsssaaacxasssa -arr-aa= _ sasassaax===ss ADDITIONAL COMMENT.,. �� o x o r v1 a- F EEL ` li.s. iV:� (�ll�+:E COMMENT 1 ,^\ r � \ cn n OUNDATION ( 1st) 7_ En m 'OUNDATION ( 2nd) o _ LOUGH FRAME & '� cJ PLUMBING ' 3 W r INSULATION PER N . Y. STATE ENERGY CODE 4 . ell y r� FINAL to � ADDITIONAL COMMENTS. x r, t x 43 H H O - 2 73 o C� m _ IV U1 sem•✓ .: BOARD OT t3SAl,T11 ...••. .... ... -FORM NO. 1 3 SSTs OP• FLANS'....... ...... . • TOWN OF SOp)TlIOI.D SURVEY ••••••• • •••"„-.. '••. .. , . 11UILDING DSPAR114ENT C11SCK ...........':• . •• . .. -rows 11ALL SSPTIC YOMI .... . .l o l l SOUTUOLD, N.Y. 11971 NOTIFYZ T914 765-1802 CALL ..... .. .. . . . . . . . . . ... •a9 MAIi. To:.... . . . . . (?�1019. 19 . . . . . . . . . . . pnined... ., .... t p� •. AlVrwcd....J Z /V......r 19A Penni t No. ..................... .................. Wsapprwe a/c .... ..... .......Rp.G...n...T.. ._r.,.�-..�n.�... i .. •... ......... (kuilding, Inspector) PiCATTONpFOR BUILDING PilUI1 . - AsCs....��1��1. :�/.• loll .,19 F INSTRUTyr � CTIONS a. 'oris application oust be canpletely filled in by typew riter or in ink and sutsmittsd to the Building Inspector vi 3 sets of plans,,acasrate plot plan to scale. Yee according to �'relatioaship to adjoia1% P��° or 00c b. Plot plan stewing location of lot and of buildings on yr mrsst be drum oa the diagram Whidn is part of streets or areas, and giving a detailed description of layout of property this 11pplic00041. c. 'ne work covered by this application ray not 1x3 cxrmmenced before su issuance of WildingYe►iait. d. Upon approval of tits application, the Building Inspector wilt issue s Building ha dt to the applic3mt. Suds permit shell be,kept on de premises available for inspection tthhw4% ut the wotit• Wlmtever until a Certificate of e. No building almll be occupied or used in Whole or in rt for Wn Occupancy shell leave been granted by die Building Inspector. 'Wt Furst dlvg Val t to the APPi.ICNrlai IS t�EItE11Y kWX to the Building Department,for d>�Ysue�� o�rl PPuCabls LWg Ordinances or Wilding Zone Ordinance of the Tawe of Southold, Suffolk County, as herein 1Legulatio s, for the construction of buildings, additions or alterations. or for removal off. 1�� �, � described. Tie applicant agrees to comply with all applicable laws. ordinances, ilding Codesetions. regulations,iand to admit authorized inspectors on premises and in but ding for (SI tura of applicant, or name, if a corporation) •(Halling ream of spplfcant) -- lurber or Iwilde State ,�wteetl/e,Ir applicant is owner, lessee, agen , arcldtee engineer, general contractor, electrician, p ....1-P-)6 Z ..........::.......................................................................... ......... Name of owner of premises .• ••tom the tax roll latest deed. If applicant is a corporation, signature of duly authorizod officer. ........................ (Name and title of corporate officer) Builders License No. ........................+ PluA*rs License No. �. Electricians license No. otiier Trade's License NO. ..............I..... 1. iocaticxh of land on wiliclh proposed wank will be done... ... .. ....�:40:�+�••r"•:•. .............11�D�?t� �� � k....................... loll.. . . ��: .?-i::':...................................ifaolsC Ibuse tknher Street County Tax 14ap No. 1000 Section ... I subdivision y:NCY��.i�v::Y:".{.. •..••••••...... Piled Flap No. .�.•F ••••••• 14t ............... (Name) 2. State existing use and occuitancy,of premises and Intended use and ocwpa<hcy of Proposed constrthctionh a. rbxioB ins-use and occupancy .../A G. ... .-W I .ip...�q. ..,... ..... ., ................................. %...�:Jj.�..l. ....'�•�1........oleo..................... b. Intended use and occupancy (• ftura of work (d**wtiidt applieable)t New quilling ....:..... Acklition ...... . Alteration Repair ...........4 Bemcval ............. Danolition ,............ Other ibrlc ( tion) s yi�y r off.�a LaC{ ttta[ec1 Coat .... . .yl................ Eee. ...:.............................. .... (to be paid.on filing title appllast Ion) If dwelling, txtier of dwelling units/ .....l...... Kr Iter of dwelling units on each floor ...... ......... mx if garage, nler of cera ..........K.......................... If Ixtahtess, can, relal or swImf ocantency, specify naturo and extent of each type of use...................... Dimenslons of existing structures, if anyt Front................. Rear ............... Depth ......... italgltt .... tknixir of Stories .................. Dimensions of sins structure with alterations or'arklitlonst Front ............... neer ............... Depth .................... 1leiprltt .................... 14utter of Stories ............... 1. Diniensiona of entire new eonstructio t Front 1 �....:.. hear ...77:7....... tkpCh ... �...... Ilelijolt ....................''.++..... Hitler of Stories .......I............. 1. Stu of lot,: Front ...4tJ.l.: ..... hear ..241f.41....... Depth ...����r.r� ...... 10. Data of Purdtase ........a............ None of Former Later .......................... II. Zone or use district in%Midi prenlaes are situated ............................................... I........... ... 12. rma proposed construction violate any zoning lsw, ordinance or regulation: ....No................ 13. Will lot 1e regraded n..�. .�.......... Will excess fill be renovedd from frompremises: .. YRS Q 14. Hams of Gwer of premises T1one No. �� O`Akhese .. 11 Nome of Arddtect1✓. '.`{:y.. .��l :Y.�[Yl�.�.�.�`.�21. Ackiress .I. .�fti�l 44t'&Irtllz��.... Ip,o No.I [�/.fi �, . Acklraea .�.. . .........I'hone No. Name of Contractor .. ................... ............ ............ IS. Is this property widda 300 feet.of a tidal taetlandl a YR.S .......... NO .......... *IP YISS, SOifil)QD TOM 1Rl1S M PRIM k1AY M R(iwillIT. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and Indicate all set—back dimensiona fmm limparty lines. (live street and block nuitber or description according to deed, and show street nitre aril indicate tdtetber interior or comer lot. SM111 (Xr MN Y(Xa(, ef—I i&j �A W+f rr fzG7 (I1tI1ttY IV ....................... . .. (.fL AY.AI AR J.C-2.I........being duly sworn, depxwea and says Thal' be In Ute appl.lenu: (tune of intlivilival signing contract) alxwe noted, .G/�i n Ile in lite ....f`► ::.t.`..�`�.4:•t .l4K l.`!.l.. .�1NIV.9�....................................... (0outractor, age treorporate offlter, etc.) of said tn.mer or wnern, mid is duly aulltorized to perform or have i:erformetl lite an Id work mxl Co moke orxl file thin nppilentiot; tint till statements contained in' thta application are true to the beat of lite ktxx+ledge ntxi b6lief; etxl that Lite work will be performed in the tmtnner set forth in Lite nppltcation filed therewith. ywurn to before me Otis r � �y ,i�A %F......dny of .�-gL ........19.gJp.... Notary Atblic t6�.a ••�?� �•...... ..... .. ... . ... . LINDA J.COOPER (Sign �ture f Applicant) N06i ,Nbllo;State of New York No,,4822bd3.Suffolk County Tenn Expires December 31,19 SUR P�ENUE MAP OF OF MOUNT BEULAH ACRES Np VIEW SITUATED AT 500 SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK F; 5/29/1981 MAP NO. 6984 S.C.T.M. NO. 1000-51 -3-2.8 "" AREA = 44,074 SQ. FL ' . , ELEVATIONS ASSUMED DATUM o Exl�� � � �- .� 4 frecofvednty I ° OCT 6 1998 1 OWElUNO ALL DI&TANCEI To ML$ AND 00#101SWR I!( LDCITI"I Few AND FIELD OIYRYATIgN. &I" T�V MOr nlllyik' ' N nG&E DORS, NS 0414.NS 'IFIIg UISIINC SEPDD N/F LAND OF NOON 5151EM lY'I 6 SUAAMTEE& DIT CERTIFICATIONS IkF ND[ TRANlF6RA%LE. UNOFRAIWND UTIL ITIEE EAsswmm nor snows, ANS UTIL P&E'LDGTIM IRE NOT eUMANTEED. n TNF LNF!!f a1E Dov NLGE t Ip IV ro IES N N. D,p'W Emcri DFM FENCE&, Rf AMINS &CALL*,',/Dp.S, PATIO, PLANTING MEAS, s•N �' °•1'� N 88°04'50"E 210.50' iycr. fE. OJ' ADDITIM M EUILOINNS AND OMSR COIONSUCTI(A,. RANS. DAOLE PDX DOE 4%!� Iw x, I MAU"IMIMD ALTERATIM DT ADDIT( I M�TNI! lURYEY 1! A YIq.AiIM (F lECTIM Rd OF iIIF NE/ YWK STATEI" ATIM LAR. CO•IE& DF TNI! SURVEY ALIP 7 IVT&FARWD RIE LANA lUILE1CY0 EANNRNK'RND 1�I&(M f11Dt9ED!'EY.51111E I0 NDT NS msimRED A TRUE,VALID COPY. LLJ nmr NOL& Q 50.0' (113.1) (nr2) pn 6700' PROP. DWI 4J YAGM 1 O+ 40 3 Q ff� cn ,p O X71 (lf P N ✓AGNT PROP. ON>; jn O SYSTEM .`7 FEEL 114.5 CF.El. 112.0 2 D O 67.00' PROP, i��• COT < . 50.0' ('11.e) (1 N04) wEu O> j� mi OD'I ORO DMON LOAM 1 'I a �• 'PI o O � DMZ LOAMSANDY B = �2LJN I r T+O 8 'X' 9C9 FE. 0.J'W 10, o1w El.loe.e S 88°04'50"W 206.41' 'a'4 SAND & GRAVEL TEST HOLE a N.T.S. Lor 4 r (PER FILED MAP) VACANT PAT T. S CCAF I CO, P . L . S . - S CCESSOR TO - DONALD TASE, L . S. RICHARD WILHELM AND ASSOCIATES 7PROFESSIONAL LAND SURVEYORS 41 5°yW IEr NNSI Y°rStreet k 11782 Center Or cheAs NY11934 ✓/// ( 516)567-4773 (516)878-0120 FILE NO. T5631 SCALE : 1 " = 30' DATE : 1011 ,198 N. Y. S. LIC. NO. 049287 SURVEY OF LOT NO. 5 PVENvE MAP OF MOUNT BEULAH ACRES O \P0 SITUATED AT SOUTHOLD 5000 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK F: 5/29/1981 MAP NO. 6984 S.C.T.M. NO. 1000-51 -3-2.8 AREA = 44,074 S0. FT. ELEVATIONS ASSUMED DATUM WELLS o WELLS o O Do LLL DIITANLSI TD KLLI YID ""1ARE 71 AR[ IY LOCITIP/I FRWEERd11MfDINERI AM FIELD I1F/fY0,WWI. CANNOT TIFF al"FlEDIILf ENISnNG N/F LLNO OF NOCK NOT TRANSFERAILE. UNDERGROUND UTILITIES SEPTIC GUARANTEE! M OERTIFICATIMS ARE SYSTEM EASEMENT! NOT !HORN ANO UTILITY POLE LOCATION! ANE NOT OUMANTEEO. THE INSET OMLfM51OYL SHONY HEREON FROM W SIRLCRIRER RUNE PROPERTY LINES ME EDP SPEGFD:FIW POSE MO USE 1HEAFFORE ARE NOT NRFHDEO TO WNW nEADDICTIONTHETION OF FENCES, RETAINING WALLY, POOLS, PATIO!, PLANTING MEAS, 09' 07-EI I ADUrcw TO BUILDINGS AND OR CONSTRUCTION, If FE N 88°04'50"E 210.50' FE a.3' J ELECT U iRWS �� BOY x UNAUTHORIZED ALTERATION ON ADDITION TO THIS SURVEY IS A VIOLATION DF SECTION TEDD ? THE NEW YORK STATEEDUCATION LAW. C�IEI OF SURVEY I4I NOT BE C INE INID A TRUE V 1 � N NOT RE CON!IOERED A TRUE VAL 10 COP Y. O n b b z Q 2 So. r ,' I6UDq _ °' 1898' Nn i u 99]' ^ g -. � 50.0, 19]' 3 q N o J _ O (n '' Ie DI' — W O ry ] O z _ m l MV „° ao _ m @ 00 A N 4 8.J]' N 22.3I' o 9.28' . S � O O � < FE DOW ., 21 INN U U FE 03 60FE O I'W IIIJI_`Ifyl I� 'N Ey 1a1., EL.I068 S 88004'50"W 206.41' �'0 T" s, riu-T��Tdrr �Ir,.^to Lar, PAT T. SECCAF I CO, P . L . S . — SUCCESSOR TO — DONALD TASE, L . S. RICHARD WILHELM AND ASSOCIATES PROFESSIONAL LAND SURVEYORS 41 Cen ire Slr eel 328A MDIN SInII M SDyvllle, New Yore 11782 CenreT( 516 )878-0120 ( 516 )567-4773 DATE: 8/10/2000 (FOUND. LOC.) N. Y. S. L IC. N0, 049287 FILE NO. T5631 SCALE : 1 " = 30' DATE : 1011198 �E SURVEY OF LOT NO. 5 E`� PvEN MAP OF MOUNT BEULAH ACRES SITUAT SOUTHOLD S TOWN OF SOUTHOLD L.- SUFFOLK COUNTY, NEW YORK F: 5/29/1981 MAP NO. 6984 S.C.T.M. NO. 1000-51 -3-2.8 ,, L , =�,•' AREA = 44,074 SQ. FT. i� UU ELEVATIONS ASSUMED DATUM ° UE s°' NOTE: OFFSETS TO FOUNDATION s rn ai n ILL T QNS FRG ro YELII RS AND FIELD ME IY LLGTIRII 0. SIIRCE"TI NO FIELD MIENVITIWI. /INCE LOFT AIIF NOT VIS IME TETE OIY:MI/W/ CIWMr AS CERTIf IFO. N/F IANO OF NOCH GUARANTEES M CERTIFICATIONS ME NOT TRANSFERABLE. UNDERMOIWD UTILITIES EASEAENTS NOT &NMN ARD UTILITY POLE LOCATIONS ME NOT DUARMTEED. THE OFIMT DWEIIflM STA)SN HEREON FRM THE STRUCIUR6 TO ME PROPERTY LOWS n ARE FOR SFECREO PIAW0.5E ANO LSE THEREFORE ME NGT FVIEIAOm TO GUIDIF TIE °O4'SO��E Zi0.5O' ERECTI LW OF FENCES. RETAINING ALS, POOLS, PATIOS, PLMi1N0 AREAS, N F° M .�5 i9Y'W N 66 E MOITIM TO SUILDINGS AND OTHER CONSTRUCTION. El 113 2 ti J Lj ELECT. F£ 0 S' TRANS. B E BOX UNAUMORIZED ALTERATION M ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION )EM OF TRE NEN YARN STATE EDUCATIM LAW. COPIES OF THIS Sb RVEY ANP Lu N NO!BF.NG'ID 111E IMO SUNYE1016 SANNNRE AND RED R.N M OISOSSFD SEM AWL NOT BE CONSIDERED A TRUE VAL HD COPY. b O _ PH..-WY W000 AS STEP 501 so - 15.001h WOOD e L 'm a pp �B�' JR ASPHALT �, a GAR R t8.9B• U Z STEPS SD.D' ZI DRA4WY 1.9)' OF EL. 114.84 u 9,97. 54M1 9 a ^ 1. W o GELG 8a CURB � Y O e p Tsz,z'PO $ d STEPS TTES '`m, Do i W OUSTING SEPTC "9 Oy SY51FMso• n - e.n• zz 3r• EL 113.3 9.28 N EL 115.6 B• WELL- c 2�(7 $ (D/5 L ,V WELL O V L' (p N OFE. 0 3'W o SOW J U U N STK. I.S' FF O IW EL.106.8 S 88004'50"W 206.41' n.tG4.4 LOT PAT T. SECCAF I CO PROFESSIONAL LAND SURVEYOR, P. C. — SUCCESSOR TO — DONALD TASE, L . S. RICHARD WILHELM AND ASSOCIATES PROFESSIONAL LAND SURVEYORS 41 Centre Street 3284 Main Street DATE: 2/7/2002 (FINAL) y/ Sayville, New York 11782 Center Moriches, NY 11934 DATE: 8/10/2000 (FOUND. LOC.) w// ( 631 )567-4773 ( 631 )878-0120 f ILL NO. 75631 SCALE : 1 " = 30' DATE : 10/ 1 /98 COPYRIGHT 2002 N. Y. S. LIC. NO. 049287 j 0 GENERAL NOTES WWell Codes and Standards 1. These general notes and accompanying plans are complimentary and all construc- 3. Wood training members to be as follows or equal except as shown on drawings. Glass , tion is to be as herein outlined and as shorn on drawings. A. Posts (crawl space) Utility grade Douglas Fir 2. All work shall be done in strict compliance with: B. Columns No. 1 Douglas Fir 1. All glazing shall be double up to 175 of the exterior wall area. It nay be C. Joists, beams and stringers A. State and local codes No. 2 Douglas Fir 161 double glazed and lY single glazed to permit a single glazed sidelight B. Uniform building code D. Bucks, blocking bridging, mist. Utility grade Douglas Fir or glazing in a door. If glazing exceeds 17% of wall area, triple glazed r , Construction shall be in accordance with the code of local jurisdiction as tho E. Studs 2x4 and larger "Studs" Douglas Fir or H.F. windows shall be used or 2 x 6 studs with R-19 insulation in walls or addi- 1 T { herein written out in full. F. Sills, sleepers, plates and nailing tional insulation in floor and ceiling. All glazing shall comply with U.S. 3. Great care and proficiency have gone into the preparation of these plans and blocks on or embedded in concrete Pressure treated Douglas Fir Consumer Products Safety Commission. [_] O blueprints, however, due to the impossibility of providing 'on site" supervision. G. Decking (not exposed) Utility grade Douglas Fir 2. All skylights within dwelling to be double glazed. If job built, a I/16' (Max. span 4'0")N z 3 Mw. plastic panel may be applied to inside. All glass in skylights shall be personal consultation, control over actual construction and because of other u sed) Standard grade or No. 2 D.F. wire glass or tempered glass, min. thickness 7/32". Approved plastics may local building and weather conditions and great variation in local building H. Decking (expo No. 2 Douglas Fir be used. codes, CC h E Design Associates Inc. assumes no responsibility for any dam- I. Rafters �L No. 2 Douglas Fir 3. All glazing within 18" of floor or within 12' of a door to be tempered glass ages including structural failers due to deficiencies, omissions or error in J. Headers the CCN yrxac:-ri�sM, 4. All exterior headers to be minimum 4x10. Interior bearing headers to be min. or protected by means of a solid barrier railing, 36" from floor, y 4x10. Other sizes as noted on plans. 4. Sliding glass doors to be tempered glass. r 5. All written dimensions shall take precedence over scaled dimensions. 5. All egress or rescue windows frau sleeping rooms shall have a minimum net Fro 4. The builder shall verify all dimensions and conditions on drawings and in the 6. All miscellaneous steel to be A-36, fabricated in accordance with AISC. clear opening of 5.7 sq. ft. min. net opening height shall be 24'. Min. field and shall be responsible for any necessary adjustments and/or corrections. 7. All bolts to be A-307. net width 20" with finished sill height not more than 44" above the floor. 5. The builder is to provide all necessary temporary support for walls and floors 8. All welding to be with E60XX or E70XX electrodes in accordance with AWS. prior to completion of vertical and lateral load systems. 9. All joists or beams framing into (not bearing on) beams, headers or girders Heating and Air Conditioning shall be supported with "U" type Simpson" or equal joist or beam hangars. All post-beam and post-footing connections to be made with simpson past cap 1. Due to climatic variations in location , builder or heating contractor to and post base,o oea:aen provide heat loss calculations and layout. Excavation and Grading V O 10. Block solid between joists and rafters at bearing walls. Crossbridge or solid 2. Heating type and fuel as selected by owner. Builder to make necessary blocking at 8'-0" O.C. max. when depth to thickness ratio is six to one. changes in plan to accomodate chimneys, vents, etc. to be located and in- 1. Design soil pressure 2000 P.S.F. If masonry, 1500 P.S.F. for fireplace and Design rales. 11. All plywood to be standard grade with exterior glue. Minimum plywood nailing stalled as required. founda2. Cut slopes for permanent excavations and fills shall be not steeper than 2 to be Bd com. at 6" on center at edges and 10" O.C. at intermediate bearings. 3, All ducts to be installed without impingement on building surfaces. �/ Ere horizontal to 1 vertical. Install roof and floor sheathing with the face grain perpendicular to supports. W 3. Excavate for footings below all organic material and remove all loose material Stagger joints y" plywood index I.D. for floors and roof 32/16. Insulation O from ate for excavations. 12. Builder shall provide a min. 22" x 30" access readily accessable to attic footing spaces. 30" headspace is required. Access may be located in gargages if 1 hour protection is provided. 1. Edges of slabs on grade to be Zi wide strip of F=-y insulation accord- 13. Minimum ceiling height in habitable areas to be 7'-6". Malls nay be reduced ing to location. Concrete and Foundations 7�_p•- 2. Walls enclosing heated spaces below grade to be insulated witn R-11 extending : � 12" below exterior grade. ated spaces to be wFapned with 2' of duct 14. All exterior doors or doers to unheated spaces to be weatherstripped'and have . 1. Minimum concrete compressive strength to be 2,500 P.S. I. at 28 days. Minimum a solid core. 3. All heating ducts located in unhe cement content to be five sacks per yard maximum slump 4'• 15. Builder to provide vapor barriers for floors and ceilings of 151b. building insulation. 2. All footings to bear on firm, undisturbed soil . Footings to extend below paper or kraft paper, foil back or kraft back insulation and 4 mil polythylene. 4. Floor insulation to be min. d i 5. Electric water heaters located in unheated spaces to be wrapped with R-lir �.( frost line. Foundations supporting wood to extend at least 6 inches above on warm side of insulation. "' 2rc� 71v I F'�M adjacent finish grade. 16. All joists parallel to partitiorn5 over and headers shall be doubled, insulation and a protective exterior covering. 3. Fill under ground-supported slabs to be minimal of 4" gravel well compacted. 17. Install truss tie-downs at each rafter tail , H-ZSor equal . 6. Wall insulation to be min. R-11. 7. Ceiling insulation to be nin.lt-So. 4. Provide keyed control joints in all slabs on grade at 25 feet O.C. each way 18. Deck and balcony guardrails to be min- 36" high with maximum open spaces so _ maximum. Provide heavy (3/4") tooled joints at 5 feet O.C. and IS" premolded that a 9" sphere can not pass through. Stair railing to be located not less O _ expansion joints at 30 feet O.C. in all exterior walks and slabs. than 30" nor more than 34" above tread nozing. Railings to be built to with- Drywall 5. All reinforcing steel to be A-615 grade 40. Welded wire mesh to be A-185. stand a minimum load of 201bs/lineal foot perpendicular to the rail . 6. Place all reinforcing per ACI codes and standards. 1. All walls and ceilings of bath areas to bA f/nishlid with approved waterproof type gypsum board. 7. Lap all continuous bars 30 diameters minimum. 8. Ground cover in crawl spaces to be EMIL, black polythylene. Roofing 2. Tubs shall be finished to within 5 ft. of tub edge with a ceramic or other 9. Maintain 18' clear in crawl spaces between grade and the underside of beams water tfinish material . 1. Roofing shall be minimum class "C" rated material and as shown on plans or 3. All utiliilityy resistant as containing laundry facilities shall be finished on walls and or joists. 10. Vent crawl spaces 1.5 sq. ft. for each 25 linear feet of wall with closable equal alternate. ceiling with waterproof gypsum board or other approved water resistant material . screened vents. 2. All roofing shall be applied accordinq to r3nLfacturers recommendations over " 11. All. wood in direct contact with concrete or masonry to be pressure treated. a 151b. asphalt felt dry sheet. Wood shakes to be interlaced with an 18" Cabinets and Millwork ' 12. Vapor barriers under concrete slabs on grade to be 50 lb, rolled roofing or wide strip of 301b.- A.S. F. Sheetme equal. tal 1. Cabinet maker to verify all dimensions on job before assembly of cabinet . 13. Beam pockets in concrete walls to have IS' air space around beam sides and end. work as shown on plans. Post and beams to rest on asphalt shingle or metal bearing plate. Ends of 1, Provide and instal cheetmetal ducts from all hoods and exhaust fans to 2. Provide a 4" toespace at all kitchen and vanity cabinets. girders supported on concrete or masonry shall have not less than 3' bearing. outside. 3. Clearance from range top to bottom of cabinets to be min. 30". ,. IA. Anchor bolts to be A-307. In pressure treated wood sills, anchor bolts to be 2, All required flashings to be 26 g"uge galvanized metal including gutters mei' diameter, embedded at least 7' into concrete, 15' into unreinforced masonry. and down spouts. Vinyl Floors a Carpet Placed 6 foot O.C. unless otherwise show on plans. 3. Heating ducts to be fi,stalied without impingement on building surfaces. ! 15. Builder to provide a Crawl space access panel a minima of 18' x 24 located 1. All bath and utility room floors to be sheet vinyl , tile or other approved in an accessible place in closet. non-absorbent material with a coved base of like material extending up wall 16. Waterproof basement walls before backfilling, and also place footing drain the Plumbing a min. of 5". PROVIDE OPENINGS FOR DO NOT PROCEED WITH If required. 2. Kitchen floors may be installed as above or be carpeted with a material EMERGENCY ESCAPE AS f 1. Provide and install plumbing and fixtures as indicated on plans according Co manufactured for that purpose. r FRAMING TION SURVEY I state and local plumbing codes. REQUIRED BY PAR , 714 OF Of FOUNDATION LOCATION Masonry Lighting N.Y. STATE BUILDING CODE. HAS BEEN APPROVED. 1. All concrete masonry units to be ASTM C-90-70, Grade N-1 units. Linear shrink- Electrical age less than .035. M.C. less than 30% total absorbency. 1. Lighting fixtures for proper light levels in various roans is a service most - 2. Mortar type S, ASTM C270-68. 1. All electrical wiring and installations shall be as required by state and lighting specialty dealers provide. It would be desireable to take a copy of PROVIDE % HR. FIRE L•1 (�y a 3. Minima grout strength 2000 P.S.I. at 28 days. local electrical codes. 4. Provide outside combustion air for all solid fuel burning devices, such as 2. In all both and utility areas not having openable windows, install exhaust your plans to them to aid in the selection of fixtures. RATED SEPARATION F fireplaces, stoves and heaters. Combustion air for furnaces as per U.N.C. fans capable of providing at least five air changes per hour per roan. PART. 717.3 (T)(1)OF G �' S. Provide dampers for all fireplaces except gas fired units. Gas fireplaces not 3. Each dwelling shall be provided with an approved Smoke Detection Unit located Painting and Decorating N.Y. STATE BUILDING CODE. Z v over 6" in depth shall be vented as per U.M.C. as shorn on plans. The unit shall be installed in an area that is centrally n 6. Fireplace hearths to be non-combustable material and extend at least 12" beyond located giving egress to all rooms that are used as sleeping areas. Care 1. Kitchen and bath areas to be painted shall be a minimum of twocolts enamel each side of fireplace opening and at least 18' wide, perpendicular to fire- should be exercised to 'insure that the installation does not interfere with paint or other approved washable surfacing material , such as decorative wall OCCUPANCY OR Q t place opening. the operating characteristics of the detector. When actuated the detector coverings made for that Purpose. PROVIDESMOKE-DETECTING . shall provide an audible alarm to be heard in all sleeping areas. Mall ALARM DEVICES USE IS UNLAWFUL § j mounted detector shall be located between 6" 8 12" frau cat II ng. 4:c r_cr Landscaping Z AsroPARL7zLE WITHOUT CERTIFICATE •% �? Carpentry ?OHvuyE luzaFalT- 1. Care should be taken that the finish grade be slightly sloping away from the N.Y.S BUILDING CODE. It C+ 0=0 1. (,y .•+ �i 1 . Design criteria: building distance of approximately 6 ft. - OF OCCUPANCY _ I0*0 € Wood Yard Lumber structural Laminated Wood Beam FOR pLmmm HEATnlO SYSTEMS 2. Maintain a minimum of 6" clear between finish grade and wood siding. Fb 12 a50 P.S.I. 2200 P.S.I. PLUft161NG Y E - 1,100,000 P.S.I. 1,760,000 P.S.I. Crsrl space mechanical heating and ventilation Miscellaneous ALL PLUMBING WASTE UNDERWRITERS CERTIFICATE or as sham by grade and species. required capable of maintaining crawl Space m WATERLINES NEED above 50 degrees p. and providing two air changes 1. Vent all clothes dryers to outside. TESTING BEFORE COVERING REQUIRED Z E , 2. Design Loads: per hour into corners by registers. 4 ROOFS FLOORS BALCONIES ALU WniT20wel '(Cp76 #Ot7of-rfiN tl�b If copper tubing is used O -U I This home may be equipped for water distributing Shal _ T' rr; T 7 eq peed with crawl space system;Piping shall be mechanical ventilation system. when the ven- Of types K or L Only c e tilation system is net in use the manually N �, t- c operated foundation vents shall be opened to V o _ APPROVED AS NOTED Y' Prevent moisture from aeeuswlacimg which may5396� e Y �, e a u $ cause decay to the building structure. Vents PROVIDE ANTI-SCALD AND/OR DATE:' 10.�°l-B.P.N tar a+ $ xN u e q shall be closed during the heating season. - THERMAL SHOCK PREVENTING FEE: /�9,0_0 BY: � • NZ OwY Y'- Y 6 u e= DEVICES AS TO PAGE 902.6(K) NOTIFY BUILDING DEPARTMENT AT 755-1802 s AM TO 4 PM FOR THE eq ` r7 Q Dead Load P.S.f. 6 19 9 111 STATE BUILDING CODE. FOLLOWING INSPECTIONS: Live Load P.S.F. 2 4 @.Q-- Total Load P.S.F. 1 50 1 65 11 67 1 1. FOUNDATION - 7W0 REQUIRED FOR PRED Should weather conditions cause loads other than that indicated such as snow, PLUMBER CERTIFICATION 2. OUGHu FRAMINGKIMMWO ON LEADCONTENTBEfORE S. INSULATION earthquake, hurricane etc. it is recommended that you check with your local ' building official or consult a local structural engineer .to provide for alter- CERTIFICATE OF OCCUPANCY 4. FINAL - ETEFORC.O. MUST BE COMPLETE FOR C.O. nate member sizes. SOLDER USED IN WATER ALL CONSTRUCTION SMALL MEET CY gyp '; SUPPLY SYSTEM CANNOT THE REQUIREMENTS OF THE N.Y. may call( STATE CONSTRUCTION i ENERGY EXCEED 2/10 OF 146 LEAD. CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS 71 iq GENERAL NOTES : - - 1. GENERAL (-`1 GOAL �T 1.1 The Architect has not been retained for administration of the construe- - tion contract and is not responsible for work not in accordance with O 1. All work shall conform to the requirements of the New York State Uniform these drawings . Fire Prevention and Building Code and shall conform to all the recommend- 1.2 The Architect has not been retained to specify work required to remove ations of the New York State Building Code Manual; all work shall also any "Violations" which may exist in the existing building assembly . conform to the requirements of any other authorities having jurisdiction. 1.3 Code references shall be to the New York State Uniform Fire Prevention `s The contractor shall obtain and arrange for all required permits, inspec- And Building Code with the latest amendments. It shall be the con- tions, certificates and tests. '-' tractors responsibility to comply with those requirements as if they were printed herein. W 2. All foundations shall rest on undisturbed soil of 2 T.S.F. bearing capacity; 1.4 AIA document A201 "General Conditions of the Contract for Construction" contractor shall have the level of acceptable bearing strata verified in the field. shall be made a part of this document as if printed herein; except that ' the duties of the Architect shall be assigned by the owner . 1 rt 3. All concrete work shall conform to the requirements and recommendations 1.5 All work shall comply with the NY State Bldg. Construction Code of the of ACI-301-84 "Specifications for Structural Concrete for Buildings" Village of Hempstead, and all local zoning regulations . (fc'= 3000 psi); reinforcing steel shall conform to ASTM A-615 grade 60. 1.6 Contractor shall check and verify all dimensions and job conditions and be responsible for same. Any discrepancies shall be reported to W 4. All framing Lumber shall be Hem-Fir #1 (Fb=1200 psi). the Architect before continuing. 5. All steel work shall conform to the requirements of the AISC "Specifications 1.7 All work shall be performed in a thoroughly first class and workmanlike Oy for the Design,Fabrication and Erection of Structural Steel for Buildings." manner by mechanics skilled in their respective trades - u Steel shall conform to ASTM A-36 and A-501. 1.8 All property lines , grades, elevations and building location to be laid out by licensed surveyor. 6. The Contractor shall verify all existing conditions and dimensions before 1 .9 Safety of public and property during construction operation shall be u starting construction and shall notify the Engineer of any ambiguities or provided by Contractor in accordance with all local requirements . ITI discrepancies before proceeding with the work. If any questions arise before or during construction as to the intent or details of the drawings, 2 - ADMINISTRATION NOTES the Contractor shall call the Engineer, Thomas D. Reilly, @ 724-7888 for 2 . 1 Contractor to be responsible for obtaining all required permits and C. clarificationand/or instructions. If the Contractor fails to follow the above procedure, he shall assume all responsibility for the consequences of O. at completion of job . of his actions and/or decisions. 2 .2 All materials , assemblies, forms and methods of construction and service equipment shall meet all requirements of the Village of Hempstead. W w 7. The Owner shall arrange for supervision of the construction work to insure 2 . 3 Contractor shall be responsible for supplying temporary power, light, M �] compliance with the contract documents. water, toilet facilities and any other facility necessary to perform his or his subcontractor's work . y O 2 .4 Contractor shall be responsible for cleaning and discarding rubbish off site on a periodic basis . Site shall be kept in clean and safe yy� condition. IGl 2 . 5 Contractor shall provide necessary security (temporary barriers or fence, To the best of my knowledge, belief, and guards, etc . ) to insure safety of project and the public in accordance I� professional judgement, the subsystems on this project are in compliance with the with Village Hempstead standards - O requirements of the New York State Energy 2 .6 Any permits required uired for work beyond street lines will be obtained from Conservation Construction Code. the municipality agency having jurisdiction before work is started . 2 .7 Owner shall provide Architect with a soiling boring report to verify minimum 2 ton soiling bearing conditions . 3 . CONCRETE AND FOUNDATION NOTES 3 .1 Welded Wire Mesh (W.W .M.) fabrication and placement are to conform to A.C .I . #318 and shall be lapped 6" at end splices . 3 .2 All concrete reinforced work shall conform to latest edition of A.C.I . 3 . 3 All footings to rest on sand and gravel, step footing as required. 4 . MASONRY WORK 4 . 1 Face brick to be selected by owner . 4 . 2 Brick facing shall be bonded with galvanized metal wall reinforcement �1 - _ 16" o.c . 4 . 3 All beams and linLels resting on walls shall rest on at least 3 rows of solid brick masonry, or 1 course of block filled solid . 4 . 4 Masonry walls shall be anchored to beams and girders with 1-1/4" x 1/4" steel straps maximum 4 ' -0" o.c . 4 . 5 Mortar for facie brick to match existing - T 5 . STRUCTURAL STEELVLI SUMMARY OF TOTAL THERMAL RATING 5 . 1 All structural steel to be fabricated and installed according to the If the Total Thermal Rating is zero (0) or greater, the proposed specifications of the American Institute of Steel Construction. design for the building envelope complies with the Energy Code. 5 .2 All steel surfaces not in contact with concrete to receive one shop-coat of approved paint . 5 .3 Grout all column base plates with non-shrinking "embelo" grout or equal . THERMAL TABLE 5 .4 Complete shop and erection drawings shall be submitted for approval. AREA U-VALUE RATING USED 5 .5 All lintels shall be as per detail . 5 .6 All members shall have standard framed beam connections to develop full A. ROOF/CEILING _ r� , _ load . 5 .7 Beams shall have bearing plates and government anchors - ��"" 5 .8 All shopconnections shall be welded or riveted . B. NET WALLS ° iDty J J EU/ H=� 5 .9 Field connections shall be with high strength steel bolts . 5 . 10 All steel shall be given one coat of paint at shop . VI C C. GLAZING !J� a/� 5 .11 All welding shall be done by licensed welders . I Window �°�� Cnhf� '{-✓J� lo.� 5 . 12 Steel is designed for f= 24 ,000 psi for compact sections and f= 22 , 000 , Q _ 7 -�d�w J�� IV 419 © 0- for non-compact sections. Skylights _ 7 & -J 'n ! Dl . FLOORS 6 . ELECTRICAL NOTES «�lyyy 6 . 1 All electrical equipment, fixtures , and work shall conform to all appli- D2. BASEMENT/CELLAR WALLS cable state and local codes and the National Electrical Code, latest Veq Wall Perimeter y"', Feet edition . �i l� O Exposure Above Grade (, � Feet 6 . 2 Contractor shall provide all temporary electric, light and power as Wall El-Value --bri>r required by all trades . Depth of Wall U-Value �// determined in the field by the job superintendent and Owner - G7� 'V Y �_ Inches '}�ri /x�-L� 6 .3 The locations shown for equipment are approximate, exact locations to be y f � z Below Grade �( D3. SLAB INSULATION 6 .4 Contractor shall furnish and install all materials and equipment required ,\ U ~� F for a complete installation: including cabinets, conduits, conduit fit- _ i Slab Perimeter L[0 Feetfor �Qi1 ti ngs , outlet boxes , wiring devices, hangars, supports , circuit breakers ' Z Insulation R-Value �� - O C and such other items required and incidental, for a complete installation k a-CnR_. (�Zi7p-any ei_ Y. E. INFILTRATION CONTROL 6 .5 All materials shall be new and bear appropriate UL labels . 6,-7„0:(. ill v<",oe ~~ V U e Conditioned Floor Area Sq. Ft. 6 .6 See Electrical Drawings for layout of fixtures and outlets . F. SOUTH FACING GLAZING 6 .7 Electrical Contractor shall provide an Underwriters Certificate of _ approval to the Owner before final payment is issued . ' L �VAi South Glass/Total Glass Percent l Gl. Area/Gross Wall Area Percent Conditioned Floor Area Sq. Ft. 7 . HEATING AND AIR CONDITIONING �7 ) O F = < z ` 7 . 1 HVAC Contractor shall provide all shop drawings for approval of equipment iI / " design intent and layout of all ductwork and controls . TOTAL THERMAL RATING +I1`I' (4�\ I 4 V x 8 . PLUMBING ", 61a�'f I N I 8 . 1 See Plumbing Drawings for all plumbing related work and all plumbing work �� •�� \ 2 � �i 'yJ Q shall comply with all applicable codes and no work shall start until a cAl3Lf: Psi Plumbing Permit has been issued by the - 9 . WOOD CONSTRUCTION �y, II y,4/ f , _ 9 .1 All perimeter roof blocking to be anchored with 1/2" diameter anchor �6; 'V ��FT h-� E: f'C t'1 71,NEz bolts with a maximum spacing of 8 ' -0" o.c . All wood roof blockings shallS Q `�y be as per planes and should be wolmanized treated lumber - 45 5'-0' 5'-0' 25-0' 2xb STUD'' • 16' OL. — ——_— —_— __N _ T,,,O• R-21 INSULATION LAP 54DIN5 W�6' REVEAL T T VV OVER In' PLYWD. 5HEATHIN6 2,-0, q,-0. 6'-0' / -..i ,..i ' '43"-�' 6'-O' S'-0' 6'-0' Il'-6' 2'-O• In' GYP. W. m.Elc OR EO,IAI. � In' PARnGLE BD. " WIQa15 F6�5H / OVER B/4• GD% PLYm. Ink10' ANCHOR BOLT \ 11 • 48' OL. ! 12* FROM / — - - - - -- - - - -- - - — —_ — - - - - — -_ 3> U Y 4 HIL POLY VB. C.ORNER5,SPLICES / ` — — — —— \— —— — — }/ 7 _ _ — /.OI/�GONG. 2x10 FLOOR J5T5. EXT. DOOR JAHBS ( �_ - - - = J•± -- - - - 7 } - -- -- �} - - — � } - - -= 7} -- - = T —_ - -- - �_ — — t— _ —4 __ _ _� 4A Z�Fr6. a 16. OL, 4 P.T. BM. / 4X8 P.T. BM. �/ 4%B P,T. BM. / 4XB P. . BM. ✓ XB P.T. BM. / %B P.T. BM. 4X8 P.T. BM. \ p/-Ah�E OV'( "mill 2x10 RIM JO15T I �p� 'AY Pry t- 2 2x6 P.T. PLATE i I I 4 _ R-25 IrsuLAnoN 0 44 HORIZ. CANT. W/ x,11 44 VERT. a 24' OL. \ — — — "V 04 HORIZ. CONT. \ \ \ = IY_ - - - - -- - - - - - — - } - - -- = r, a I=-re (2) PLAGES _ 4X6 P.T. BM. 4xD P.T. �/ 4XB P.T. BM. M. 2 LED 12 MIL. POLY \/ e� M � Q \\ I I ?W0�1 � � I E n �N1,1$ I I rl I 1 1 K HORIZ.DONT. 5' 6' S' 4' PERF. DRAIN O 12' TH FTG. m 4' GONGRETE SLAB W/ +4 REBAR a 24' 06. Q ' • F16. (2) PLACES l8' IN GRAVEL Q ' I 6' BEYOND FIREPLAGE m I I EACH WAY OVER 4. 5AND OR GRAVEL FILL r, O m rW FOUNDATION DETAIL ` "�TMiAIII L51� '� I I 10' OL EAGN WAY 11 'I SC _ I� L 4 ALE, In' = I'-0' J -----� — 1 - - - - - - - - - _ -. T - - WIOYF� �J LAP 511ANG W/6• REVEAL I '�AI ZII 15.P� I pJ I.ZII r \ O OVER In" PLYVV. 5HEATHING I V [�I 2x6 STUDS a 16' O G I 1 I 2x6 P.T. PLATE B' GO 4' COIL. S5LLAB W/ 8, ANCHOR BOLT a 48' OL. I 1 H RI�4a 24' EACH WAY NG. FND. T / 12' FROM CORNERS, SPLICES It - 4 I I FTG. Y pp--�� -,� O 4' SAND OR GRAVEL EXT. DOOR JAMBS T W GONG.I m ', GRADE e� i J - -�LL�• r — J r7'(�, h nn� wI Uxv °�4WWr1 04 HORIZ. CONT, W I I I p W IO r 15 r I D. w VERT. III 24' OL. / ' \%/ m °� - p UyF+ -- --- L ialY� vau L L _ J L i y 6• y W HORIZ. CONT. 4' PERF. DRAIN \ ,, a FT6. (2) PLACES 16• IN 6RAVEL 610_11LO�j yL I •O T A I I I I I P � G GARAGE FOUNDATION DETAIL I I i „ olol' aoI 4 5CALE, In' . I'-0' 8• GONG. FND. _`. D'I� ------- --- 0, 10, �/ - ` -'-- ----- Ig' Cow_. FTG. -- — -- -- 4 I--- L _t_ — FWaN L L J L L I I IJ � IF ty�loiv - � - — — - - I L -rypl �Pr-nw WOOD 5TEP5 I I — — — X8 P.T. m T X 6O I — _ — .� 4X� T. BFT. 6. S/ - � - �' Q� N 1 / Z § . 1 I 4X8 P.T. BM. — 4 .T_BM� 4%B P.T. — �4%B T. BM.� 4X8 P. . W. C4 O fi J I 4' CONCRETE 5LAB PV a REBAR o 24' OL. p� Y - - EALH WAY OVER 4' SAND OR GRAVEL FILL p v `� 1 0�7/ CJ VII I 5'-11' -I ' 6'-2' S' 10' m Uwe NOTES: 4 I I B I z ■ PROVIDE 18"x24" FOUNDATION W)hiLbW VERIFY LOCATION WITH OWNER. O C ;� U z ■ PROVIDE (1) 50.FT. OF FOUNDATION VENTING FOR EACH (150) 50.FT. OF CRAWL SPACE AREA. USE VENT5 W/ WELDED WIRE MESH A5 NOTED. I8' GONG. FN7. LONG. a m • U5E METAL FA5TENER5 AT ALL P05T TO FOOTING CONNECTIONS. KALK o v I6• coNc, F76. 010 ■ PROVIDE BLOCKING AT 0'-0" O.G. MAX. MOT 5HOWW ■ ALL NAILING TO BE IN COMPLIANCE W/ CABG TABLE 4023(a) 4 I 1 OR UBC TABLE 23-1-0. ■ LOCAL PROFE5510RAL TO VERIFY 5TRUGTURAL MEMBER5 CAPACITY I �- ` — — = n TO SUPPORT LOAD5 A5 REGUIRED BY 517E CONDITION5 AND r J N LOCATION PRIOR TO CONSTRUCTION. — — — — — — - — — — — O In GODRIVE '_IO In -4 1 ' 16'-3' NG. 21-0, ,-0. 12-6. 41-0' 3'-0' S'-B' 3'-0' 6'-6' 3'-0' lo'-4' 2'-O' `Ga ♦ � `�yz FOUNDATION PLAN 5CALE, 1/4"-I'-0' - - -- -- - - - - - - -- -- iG�a -K NOTES. - - 1 ■ DECKS GREATER THAN 30' ABOVE GRADE ARE REOV. TO HAVE A 6�X� f. �) 611ARDR 36' MIN. HEIGHT PV NO OPENING GREATER THAN B 6' HORIZONTAL, 7AL,4' VERTICAL. �T-B1 �O ■ FLASH AS RMV. TO PREVENT WATER PENETRATION. D 2X10 RIM BOARD 5 SPADE DECKING I/2' 2xb SPACED 2xb STUDS FROM WALL FOR DRAINAGE DECKING — — e Ib' OL, 1/2' MIN FROM — — — — — 2x8 DECK .DIST 4 T. BM 4 T. BM —— X8 P. 4Xb . . _ — FINISH FLOOR • IO O.G. 4 P.T. 4 ,T. BM 4xb P. . BM, 2x10 RIM JOIST 2X6 DECK J015T5 • 24'0.r,. ,' for,h7(w r v V 2x8 LED6ER W/ pl ,1p157 4xb P.T. BEAM I �\ (2) ROWS 1ST NAILS • 12' 04, STA6GEREp 4x4 50575 YU ( - -_ - SIMPSON COLUMN = - - - _� -_- __ _ _ — JOIST N U26 GAP 1 BASE 4Xb P. BM. ✓ 4X8 T. BM. �./ 4 T. BM ✓ 4Xb P. BM. - JOIST HANGER W rpppa I r - - - - - - - - - - � O AFTG. I �L. ST ASS PER PER PLAN D DECK DETAIL I ti I 4' CONCRETE SLAB W/ r4 REBAR 0 24' 0C rj I EACH WAY OVER 4' SAID OR 6RAVEL FILL SCALES I/2' . I'-0' � I � I II 2X10 FLOOR JOISTS 0 Ib' O.G. 4 1 I 2 X6 PF J- _ �A POEM 2X10 FLOOR JOISTS o Ib' O.G 7 I � OXIO RIM JOIST � I I • 2X10 RIM J015T ///`'''P* J I 2X10 FLOOR X15T5 • 16' 0 II I II I _' I I I WOOD STEPS ( I I — I, Q I. �\ -P � / 4 V1W ✓ 1 fir.. I � I 2X8 B I I .. �I DECK JOISTS 1 24' OG. r J I 4' CONCRETE SUB W/ REBAR 24' OL. I 4 P.T_ _ - 4 .T. 4 -� � 4In 2 EACH WAY ODER 4' SAND OR GRAVEL FILL-7 I — - - .T_BM 4" T. P.T.PTtTSi D Q ~ '� C 5 2X10 RIM BOARD I I I I 4 B / � z LONG. I I _ - - - - - � I SLK Ad J �F�yy, 3 - - - - - - - - - - --- F NOTES: U � — — — — — — — — =�j ■ U5E METAL FASTENER5 AT ALL P05T TO FOOTING CONNEGTION5. N ■ PROVIDE BLOCKING AT 8'-0' O.G. MAX. (NOT 5HOWw CONC. DRIVE ■ ALL NAILING TO BE IN COMPLIANCE W/ CABO TABLE 402.3(a) OR UBG TABLE 23-1-0. ■ LOCAL PROFESSIONAL TO VERIFY STRUCTURAL MEMBER5 CAPACITY �G TO SUPPORT LOA05 A5 REQUIRED BY 517E GONDITION5 AND LOCATION PRIOR TO CONSTRUCTION. `LGbU S� 1=LOOR F= RAM I NG FLAN .lel c lin•_ d7�,, 24" MIN. ABOVE ROOF PROJECTION WITHIN I0'-0", 3b" MIN ABOVE n'-0' POINT WHERE CHIMNEY LEAVES ROOF SPARK ARRESTER G 6'-0' 6'-0' 5'-0• 6'-0' IT-61 2'-0• O . 2" ROUT GAP N N f✓'^, 'll 2'-e• -0 6'-0• IO' ' Tb' 3 3' 2'1 4-#4 REBAR EXTENDING FULL ON �iI FRI VJ� HE16HT OF CHIMNEY FROM FNDN. ®2 HORIZ: REBAR ® 18" O.G. p g DECK 13 Sxb TG ON m VL4 m $ INDC ILFHl, 4 FLUE LINING (CABO R-901.1) FwR W MORTAR 4 4'-2 I/2 1, 4'-4In• 4'-4 In' 4'-6 In• n XO 50 XO Q 2-3/16" X I" ANCHORS W/ 2-1/2" BOLTS EACH I p I I I I I I 2" MIN. CLEARANCE n .X — I`v X4gr oTe sa,Ilu4 eY orrexs p �y DAMPER DLB. 2X4 FRAMING L- 3 —�� I SOLARIUM 2" MIN. CLEARANCE m I IT-2'I IX '7 SMOKEGHAMBER o �\--�� �\- - -� o NON COMBUSTIBLE MANTEL 6 wlNnow 2 I 2 I $ III I v n cove DRS. , I bK`ILI6nx S3 ry I IsoLr. so6B H vRz. so111 r+ 4 FIREBRICK STEEL LINTEL Le HIS b" MIN 22' MIN I, Ib" MIN 36• MASONRY CA FIREPLACjv- In T AS P1 2" FIREBRICK r VARIABLE DIMENSION —TIC DW WLO A CO i coMPLI r CAP. 25 N DIN V p4 HEARTH5LAB A5 PER OWNER gg T I II I A �• O KITCHEN iii b 1 I VAULTEDI 1 c VAUL TED ai I I NOOK I I ISI LIVING ROOM m VAULTED F' NON GOMBU5TIBLE HEARTH L _y L _ y l01-811 x q'-b" I © © 1 I MASTER SUITE e p 2" CLEARANCE § W Jr-lo. I p ©� I I x Ib -O X 21 -O " 4-#4 REBAR EACH WAY NJ I Xo 1 °O°KT°P I Im LINE of I-V-2" X 14 O I INTERIOR v NOTE5, \ ROD 4 sr 1 I OVEN I I RID6E m k ry / - PANTRY HN k a+ rr 6" U PROVIDE COMBUSTION AIR T REF 5 13 13 O A5 PER CABO R-9vv 2 0b 5060 gVEr, 177 IT 4xe HDR. a_ 2) ALL CONST. TO COMPLY WITH5058 CID. — CABO CHAPTER 9. Y © SHELVES A F I REPoll LACE DETAIL I .a� o P BEDROOM 3 MIRROR 3 ' N. C a I �ST � § s CEILIIN6 ti` ;� N g EI 6 m 3 OF 56ALE: 1/2"=r-o" - BAT 2m o 4 _ p �pO[ § I g " INTERI yJ� + c p ASTER p 8 AI 121-0" X 121-211 n .p 1- J1 3 -ROSE . ry� ATH w � A 4 2068 G O. V J L LL zi P_ yqq� 0 P s'-10' 5'-10' 5'-4' ry I 6'-4' 9� Nil MIRROR 246D Q 1 21060 G.O. KAL In '� .0 I f- - - - - � 1 GL K N 1 O VAULTED n BEDROOM .2 ;p FAULTED i 4 NTR i I I I Y I� VAULTEb 12'-O" X 101-61t I ' p I N NG I I a I — r� STORAGE & 1 I _ II'- 'I x 13'-O" cQ� 1 c.DI=LIGE/GUEST I w Q R o I LIQ I ^' 1 11'-6° X 11'10" ROD / F 032 I 1 Lug of 4 ABOVE sD r.§ ABOVE I I m Q I I 1 6-6- n NOTES: 5/8' TYPE 'X' 6YP. BOARD a '', NOTE, I I NOTE, mi HOUSE / 6ARAI PARTITION Q 4630 ARCHED ■ EXTERIOR WALL HEADERS TO BE 2-2x10 W/ 2" RIGID INSULATION I P I 4030 ARCFED BETWEEN, UNLE-55 NOTED OTHERWISE. Q a 2e60 SG WALLS AND CEILING m TOP • DORMER — — m — — _ I TOP • DORMER m ■ INTERIOR BEARING WALL HEADER5 TO BE 4xb, UNLE55 NOTED OTHERHI5E. STEPS 505 xo X0 Tfl �W"J ■ COORDINATE PREHIRE FOR TV, STEREO, TELEPHONE AND 5EGURITY 5Y5TEM b� Q O, H1TH OWNER. ''-0' 23'-6• 02 1111 PO CH ■ MECHANICAL 5Y5TEM TO BE DE516NED BY MECHANICAL CONTRACTOR 4 Fps ti fi TO MEET OHNER5 NEED5 AND COMPLY WITH LOCAL CODE5. g ■ CONTRACTOR TO VERIFY ALL DIMEN510N5 PRIOR TO CONSTRUCTION. '4 Z L a "- E b 6 BEAM - -bxb BEAM 6X5 BEA - - - 6x0 - M _ - - vxb BEAM_ ■ TYPICAL ANGLE IS 45° UNLESS NOTED OTHERWISE. 3-GAR GARAGE bN 1, ■ ALL NAILING E BE IN COMPLIANCE W/ CABO TABLE 402.3(a) U y OR UBG TABLE 23-I-0. I 31 -811 x 21'-4" Iy 117 U Com' ■ LOCAL PROFESSIONAL TO VERIFY STRUG'NRAL MEMBERS CAPACITY m L 6-2' 6'-I :2- $ TO SUPPORT LOAD5 A5 REQUIRED BY 517E GONDITION5 AND �, - LOCATION PRIOR TO CONSTRUCTION. m I�l U U SQUARE FOOTAGE: KA`ALK LIVING AREA 2269 SO . FT . r U SOLARIUM 140 SOFT . �y GARAGE 780 SO . FT . 4 - - 10,10 oNO. - _ _ E� TOTAL 521q SO . FT . 4X12 EADER U Ib0T0 O.H.P. N 4X16 HE kDER CONG. DRIVE I0'-0' 6'-0' 6'b' 5'-10' 3'-2' -3' 2'-l' I'-10' 3•-3• 3'-3' 11 2'-0•ll '-0' 12'-6' 9'-0' . S'-B' 3'-0' b'-6' 3'-0' 104' 2'-0- n Q FLAN 71'-0' QG V\ sow 5GALE, 1/4"=1'-O" _ -k 22•t WOOD 5HAKE5 YV 300 FELT AS PER MF6. D d d OVER Ix4 BATTS a T• O.C. DOUBLE PANE AND O - ENS. TRUS5E5 • 24' O.G. INSULATED 5KYLI6HT �I PLYWOOD BAFFLE TO PROVIDE PL SM AND FLASHING BY MFG. I• MIN. CLEARANCE 51MP50N H-I OR EQ1AL VENT BLOCK 2xD FASCIA BD. ENG. STUB TRUSSES ENS. MODIFIED 5GISSOR STUB TRUSSES EN6. STUB TF46SES ENS MODIFIED SC155OR TRU55E5 W a 24' OL. • 24. O.C. a 24. O.G. a 24' Or. _ FRAME OUT . R-38 INSAATION C�JTTER , o B FOR FLUE 5/8' GYP.BD. 7 50LARILN BY OTHERS DBL. 2xb TOP PLATE LAP 5IDIN6 W b' REVEAL OVER In' PLYWOOD 5HEATHIN5 n GYP. BD. R-21 INSULATION PANE INSULAE D S I I I I I I r O BLOLKIN6 A5 RE09. INSULATED SKYLIGHT 2x6 STUDS a 16' OL. 2x RAFTERS FFLLA5r�lIN6BYBY MFS. g A9 PER PLAN P 6 I I I I I R E EAVE E DETA I L 2x ub. JOISTS 6 6 FOR 5 OUT FRAME YLI 6 FOR SKYLI FOR SKYLI6Hf$ ML A5 PER PLAN I 6 51-ALE. 1n' • r-0' 6 I I I I I WOOD 5HAKE5 LW XA FELT — — W OVER Ix4 BATTS a T• OL. R-38 INSULATION • _— —_ _ • T \\\ M a ENS. SCISSOR TRUSSES• 24' OL. PLYWOOD BAFFLE TO PROVIDEy F 1' MIN. CL.EARANGE SIMPSON H-I OR FYRUAL i I SKYLIGHT DETAIL E VENT BLOCK b SCALE, In' c 1',O' 6 2x8 FASCIA BD. R-30 INSULATION F � — C4,TTER / DOW6SOUT P' — ro 5/D' GYP. BD. LAP 510INS W/6' REVEAL 3 I — DBL. 2x6 TOP RATE OVER In' PLYWOOD SHEATHIN6 R-21 INSULATION 16 LL Y LL C-7 ■ I �S In' GYP. BD. 2xb STUDS a 16' OL. S5 �W L( RIDGE EN6 [IjSTUB 24' II F EAVE DETA I L R II YAA b SCALE, In' • 1'-0' 7 II 10 RAdill 10 RA I CLC .1515. T 1A CL JSrs I O O ATor 1 CI iO TT IB' rrpj e ZD OF - OF II (f'fPJ WOOD SHAKES WV 304 FELT — • _ I OVER IX4 BATTS a 1' Cl II 2X RAFTER5 A5 PER PLAN I 2X CEILING J9I5T5 A5 PER PLAN PLYWOOD BAFFLE W/ V vp 2X10 DBL 2X10 y� t V MIN, CLEAR O 2X BLOCKING I II < SIMPSON H23 FRAMING ANCHOR II r ry :r 7 I n II II IIg II I II • �^ I • 1 • I I 19 II II q I R-3e INS L SUTTER R voraSPou 1 9 II 9 5/8' 6YP. BD. J DBL. 2X6 TOP PLATE 2X8 FASCIA I U II SHED ALLEY _ S� it O O II I In' 6YP. BD. rn LAP 51DIN6 W 6• REVEAL _ II_ r R-2I INSULATION OVER In• PLYWOOD SHEATHING — IL — L_ — ~+ R 0 51/8, a• 6L M eM II I II II \� w c e 2x6 STUDS a 16" or. r 6 EAVE DETAIL p e s� s b SCALE, In• � r-0• � U•�1 ,� '� p D�. 6Xb M — 6xD M 6xD M — 6XD — 6Xb M H F A O� § ' Y _ — — -- _ _ _ - - — _ — 6 e O t Dw WOOD SNAKES S 7 FELT OVER 1x4 BATTS • T' OL. I I '1 1D� C Z 2x6 RAFTERS • 24. OL. 'Y 'y 2X6 RAFTERS a 24. OL. �I r B YV 2X6 u6. J5T5. 0 24' OL. lag z 51MF50N H-23 OR EQUAL II VENT BLOCK ROOF VENTING: NOTES: ;W) EXTEND TRU55f 2xb FASCIA BD. TAILS PROVIDE ONE (1) 5Q.FT. VENTIN6 FOR EACH 150 5Q.FT. ATTIC AREA. ■ U5E METAL FA5TENER5 AT ALL BEAM TO SUPPORT MEMBERS. L) j USE CONTINUOUS RIDGE VENTS AND SOFFIT VENTS AS REQUIRED. �•I W x GUTTER I DO46Pgn E 1b• O.H. (Wxb" JACK VENTS MAY BE L15ED IN PLACE OF RIDGE VENTS). ■ TYPICAL ROOF PITCH 15 8" IN 12" (BOTTOM CHORD OF SCISSOR TRU55 TO g 6 (Typ) BE 5" IN 12"). GARAGE TO BE b" IN 12" ! COVERED PORCH TO BE 4" IN 12". ■ .� 'i < < 2x6 CL6, JOISTS n• co0x nv�oD ■ 5EE FLOOR PLAN FOR HEADER 51ZE5. I I ■ TRLSS MFG. TO VERIFY ALL DIMENSIONS PRIOR TO TRU55 ASSEMBLY, 1PL � c 6xD BEAM ■ PROVIDE 22'x30" ATTIC ACCE55 TO ANY ATTIC AREA WITH CLEAR Q .N. ' ' HEI6HT GREATER THAN 30', 6x6 POST ■ ALL NAILING TO BE IN COMPLIANCE PV CABO TABLE 4023(a) OR UBG TABLE 23-1-0. H SAVE DETAIL V2* ■ VERIFY STRUCTURAL MEMBERS CAPACITY 'S -k O O I ` ' ` 1 TO SUPPORT LOADS A5 REQUIRED BY SITE CONDITIONS AND b SCALE, • . r-0• R6 FLA I(��I Il��l LOCATION PRIOR TO GONSTRUGTION. mmmmmmmmmma N SCALE, I/4"=1'-O" LOWERED ATTIC,VENT 2tp BARGE BD 0 LAP 51DINS W 6' REVEAL OVER 1/2' PLY SHEATHING Ix6 6ARA6E DOOR t CORNER TRIM BO mil WOOD 51iAKE5 Wl 3d FELT OVH2 1x4 BAT75 7. OC V 2XB BARGE BD. 6' WINDOW TRIM +I I 11 +I I 11 0 11 I J 11 01111 II11, 11 I I 01111 II JI, it 1 11 1 IP 11 111 lip it I II 11 111 11 1 II II I II I II 11 11 II P 11 11 II IP 01111 1110 11 111 II v 11 111 II IP rl 10 11 1p 11 1 11 1110 011 it 11 1p 01111 I 01111 Ilip + I Ila V 'Pi 11.0 ' I I I 1 I ' 1 1 :110,1 I I 1 1 1 I ' I I I I ' I I ' 1 1 ' 1 1 I' 1 I I I 1 I 1 I I I F7i +I I +I 111 I II 11 l II !I I 1 II II 11 I 11 I I !I 11 1110 11 I 1 1110 11 111 11 11 III I !I 111JOit I 1, 1110 Oil 11 11 11 1 11 11 II 11 1 11 11 1 11 11 I 1 !I I II 11 I 1 + I II 11 l II 11 1 11 N 1 II ' I :110.1111 1 I Il 1 /:1 I'll 1 11, 1 1 1 1 I I I I ,'MI"i I 11,�IlhtlaI' I :1,0,11 1 1 I I 1 I ' I I I I" I I' , A 1 1 !I I II li 01111 11 JO 01 1 11 1 1I 11 1 11 I 11 ! 1 11 I II It 11 rl 1 1110 +I 11 1114111 11IIJI, 01111 lijo !I I IYJP +I 11lip11 I it lijo11111 1111, 0;111 11111 11 1 11 it 1111 it 1 11 ll 1 11 it it Ilip 11 l Ilip tilli IIP r I II 11 1 1 11 1 1 11 l 11 O Y Tl I I ' 1 1 I I 1' 1' 1 1 1 I' Il,:4 t ' 1 1 Y:10,1 Y:1411,1 I I 71 I I I rl 1 !I !I I 11 1 11 11 1 II 11 I 11 I +I I I 11 @ I rl I 11 1 1 P !I 1 11 11 1 11 11 I I I ;1111 011, hIll lip + 11 I I I 11 111 !i I I + I I I 11 1 11 1 11 1 1 2XB FASCIn BD. ^/�] t/y' 1 1 1 — 1 II 11 111 ! I I 11 III 11 I II 11 111 rl 1 11 11 I II 11 11 I I 11 1 1 11 I II ' !I I 1 ' rl I I 1 I III 11 1 1 1 1111 11 1111 11 I I II I 1 --- _- 2 111 11 I 11 1 11 Il 1 1 11 1 1 11 11 1 11 q I 111 1 11 ry I 1 1 + 1 1 I I !I 1 1 11 11 11 11 W !I I 11 I I !I I It 1 01 111 11 I I 11 I I !I I I 11 I !I 11 1 11 1 I I I rl 1 1 11 11 11 11 `^I IY AllI. n 11 !I I !I 111 Iit 11 1 1 1 I I I +I 11 I 11111 11 hill 11111, 11 111 11 I I +1 I I I I + I I I rl 111 . 11111 1111, Mil ,' 11 111 11 II !I I 1 11 II 11 1 I 11 1 11 h1 11 q I 1 11 I 1 11 111 11 I +1 111 11 I I 1 ' ` ' I • V C ILI [!gain q1111 m Q m I LAP 51DIN6 W/6' REVEAL 2X12 BASE TRIM BD. WOOD HANDRAIL • COVERED PORCH O FRONT ELE\/ATION SCALE. I/4"=1'—O" I 2XB BARGE BD. 12 LAP 5101% W/6' REVEAL B OVER 1/2" PLY 5HrATHIN6 (2) 22'x4°' LIVING ROOM 5KYLIC-HT5 13R GK VENEER CHIMNEY W/ RAISED BRICK CHIMNEY CAP �y O W o —� Q a z4" e Q '. c 12 12 2XB FASCIA BD. N It e _ p 3 Luff OF DOOR BE'(OND F $ 50LARILH BY OTHERS ,w�// z. ID _p to o OEM* U U a d I F n 'N U u V400D HANDRAIL-/ 6' CORNER TRIM BD. < < 6' WINDOW TRIM 2X12 BA5E TRIM BD. _,7 I L I U RI6HT ELEVATION 1 r - r-va<, SCALE, 1/4"=1'—O" L s U� �m O W Y o 0 6�'`Syb�P P �b LAP 51DI% W 6' REVEAL OVER 1/2' PLY SHEATHIN6 2X8 BARGE BD. A BRICK VENEER CHIMNEY PV TEO TE RAISED BRICK CHIMNEY CAP (2) 22'x48' LIVING ROOM SKYLIGHTS 2X5 FASCIA BD. a —J A � o At w b' CORNER TRIM �_ �1�, r3 _-- z Q DDECK -- L� H� 6' WINDOW TRIM 2X12 BASE TRIM BD. � c LE! r- T ELEVATION SGALE: 1/4"=I'-O" O BRICK VENEER CHIMNEY W/ RA15ED BRICK CHIMNEY CAP Pk p6�a � hmli.r� pWe �, (2) 22'x48' NOOK SKYLIGHTS 2X5 FASCIA BD 2X5 BARGE BD 12 i UP 510IN6 Y1/6' REVEAL OVER 1/2' PLY SHEATHING br 12 �6 ON LLI O 3gg: m e - LI--- — Q11 IL OU RMIF LJ1 1 1 1111111 -- — - --- --- ;;;) Z 1 Y cwt W WINDOW TRIM ~y Z SOLARIUM BY OT}iER5 WOOD DECK KITCHEN GARDEN WINDOW 2X12 BASE TRIM BD. O O 6' CORDER TRIM r. - W 2 o s REAR ELEVATION �. .� 5GALE: 1/4"=1'-O" N o � W y o d��sQa'dP �P -K ENG. SCISSOR STUB TRUSSES . 24' OL. ENS. SGIS.,♦R STUB bIRDER TRUSS 2X10 RAFTERS • 24' OL. ENS. 5C155OR STUB GIRDER TRUSS ) ENS. SCISSOR GIRDER TRUSSENS. RAFTERS 0 24' OL. ENG. STUB TRU55E5 a 24' OL. ENS. SCISSOR 61RDER TRUSS ENS. MODIFIED SGISSOR STUB TRUSSES 0 24' OL. ENG. STUB TRUSSES . 24' OL. I ENG. MODIFIED 5GI55OR TRUSSES . 24' O.O. ENS TRU55E5 O 24' OL. I Iii � . ENG. TRUSSES 0 24' OL. A o 2X6 GL6. J5T5. 1 I/2' GYP. BD. R-3G I TI N 2XG �G' �'TS' II r • 24' OL. O 24' OL. R-38 n R-21 INSUJAnON 2X4 STUDS • 16' OL. 5/6' 6YP. BD. .� LAP 51 DINS VW 6' REVEAL _� M BATH 2 HALL 61-05E ENTRY LIN. HALL A ATH a LAP SIDING O LIVEN Pu b' REVEAL R-21 INSULAnON 2%b ST • Ib' OL. -- R-2I INSULATION I/2' PAR CLE BD. F-1 OVER 3/ PL _ J -TE- -7) M� F•O/ 2X10 FLOOR J91 rS . 16' OL. -25 INSULATION W I4,,H-f, KCs _ Vl �1L Ili LAU,� Gdv. �lPWM7h1�`� WI(oxL4'�i.WW SE0710N A 5(-ALE: I/4"=1'-0" PEI 2X12 RIDGE BD t CEDAR SHAKES MU FELT O O OVER 1x4 HAKE • TOL. 2X10 RAFTERS 0 24' OL. J - 2%H RAFTERS . 24' OL, R-38 INSULATION _ 2Xb CL6. J5T5. • 24' OL. 5 2xm P-e WMU v°/� 5/B' GYP. BD. \� 2X4 STUDS R-21 INSULATION 2Xb RAFTERS . 24' O G. . 16' OL. R-36 INS,LATION 2X6 GL6. J5T5. • 24' OL. I/2' GYP. BD. 2X6 GL6. J5T5. O 24" OL. 12 T 6%H BEAN 4 R-21 INSULATION _ F••1 C� o T SOFFIT c Y 0 — L 51Da I — REVEAL 31", COVERED �V� -- 2X6 Snros $ •• Z PORCH ID MING HALL KITCHEN • 16' OL. ; DECK Q Q ^ ? 4R-21 INSLLATION 1T,f YJI�_ --- P 2X6 DECKING z tn #e N I!2' PARTICLE BD. 2Xb DECK JOISTS . 24' O. . N OVER 3/4' PL II-11 wjox10 Io 1:3 _ a z 2Xb DEGKI fYl _� 3 c E 2%B DECK .b15T5 . 24' i I � C z a 5GTION - 5 Ip, xr�L oCd � e g � 5e—ALE: 1/41.=I'--ol. N s o � W > e 6�'lyi�J�P ZAP no. date: revision 1 12/26/00 STRUCTURAL I it � J I 5 00°48'50" E 21 . _ 147 o W ILL'L O � LLid Z RAISED WOOD DECK O a N N W N toin P N F 0 04 Y o o m S Z u o Q �G J I STY FRAME 67.0' ri Z MEL. 1145 N J 6F.EL. 112.0 z !— w 67.4' ROOF OVER V`100D PORCH ¢r C rz 3-GAR eedd W w L GARAGE 41 M Q d t N GONG. DRIVE ' o I 0 hw 4? qO a f08.4I m 0 ON O� O AV " LL N 01°55'10" VV 211.45' _ LL LL w W 111.00 0 0 BG 10450 TG 111.63 GONGRET2 6 TTER TG 105.13 ASPHALT ROAD GL 112.32 GL 105.98 BG 110.93 MOUNq BEULAH A\/ENUE GONGRETE GUTTER BG 104.40 111.48 TG 105.20 O ■M 4) 10Z m c SITE PLAN f�1 _c r r ', ,f o 00 u SCALE:r"_2o.0' P pqI - 5 ^np' ') a N project no.: 000204 date: 5/01/00 scale: AS NOTED NOTE: SITE PLAN INFORMATION AA5 drawn by: CPH TAKEN FROM A SURVEY BY PAT checked by: TRC T. SEGAFIGO, P.L.5. DATED 10/1/48 OF Ntrg SP-1/ -V m O on !=�W 1 of 1 OFESSIONF 6'_O' 23'-6" 5'-6" 6'-O" 5'-6" I-7'_6.1 Z-01. P P- 10 3._q.. 5._q.. O 4x4 GGA P05T ON (; 12"DIA.x36"DP. P.G. FOOTING - --, — (TMP.) no. date: revision (2) 2xi ~ (2) 2x9 - OUTLINE OF t 12/26/00 STRUCTURAL GGA ° GGA RAISED in / �� O �� FRAME OUT WOOD PORCH FOR STEPS y 5' " ' ' ' 6( x4Bxe e l xb21a,2X8 b ( xB l 2xa / ( Accc " IFRAME OUTA � nA GAAl " FOR STEPS -111Y 5'-Il " 5'-Ily4' -I 0 -Ily( y6y4 O `fi O H 211 tu N i U� II' bxb GGA LEDGER _\ LL IL I m 3x8 GGA LEDbER —— / - — ` 3x8 GGALEDbERJ L-- -- _ -- _ _— — __- -- - -_ _-- N N \ (GAxO /(G 2x9 / (2) 2xb / (2) 2x8 I -- - --- ----- -- - - - --J GGA GGA 1 - -- __ — --____ - - 1'-O' i- r 1 6'- y2' 6'-5y2° 6 _3y2" I 1 4 CONC. SLAB W/6 x 6 10/10 I Q �y r MM OVER 4" SAND OR OI BOIIRLER ED 1 t- j GRAVEL FILL. j in I 9xb GGALEDSER (4)1.15"x11.25" I.qE ML LVL L— — — — ——— —— — — —— — — —— —— — J 1 ___ -- - -- --- -- --- -- ---- - - r-- --- - - --- - -- -- - --INSTALL I/2" TYPE O O I "X" 6YP.GEILIN6 1 I N I 1� I 221-10" ABOVE BOILER IS'-O" I6'-10" $ I'-0" N I - LL I 0 LL o i i I BASEMENT I y l j O I 4" P.G. SLAB W/in r N O — I N_ J 6" x 6" 10/10 WWM J I r F V 1 I s' J -- -- - -� � I O12 1 m (0y0 w Qa � a w w — T ' d `9 ~ 5-1/2" DIA LALLY COL. ON d_ `—r I Z BSMT. WINDOWS 1 d x I 36"x36"x18" DP. P.G. x In I x I L— O Ln FOOTIN65. i t- Q (5 PLACES) ^ I TYPICAL- 3 PLACES. ^I d ry 1 —, p N m — 2 b 1 _ O 1 11 1 Z i x11.25" I. E ML LVL r -1 (4)1.-75"x11.25" IAE ML LV- r (4)1.15"x11.25" IAA ML LVL + (4)L-75"x11.25" LqE ML LVL I � o i a � I - - — + — — - - — — — - - - - U mm 0 L_J L _ J I I6'-O" L J O" I I -0.1 8 1 bQ _ I6 _0411 4" 1 I r—J 0 z U I r— � O� ZN wo N�1 � H 1 � 111 w G Wz -- - 7ry - -- � 1 ~ OI O cOvO �� j 5 I r-- - - - 1/2" EXPANSION JOINT CONTINUOUS O i0 - - -- - - - -- I [t7 = V I T(PICAL. ALL ROUND _ GGA - 1 ° b O.G. 0 1 N �9 I - - - -- --- -- - � N (V d cV I O LI l IJ 1 ) < O / I - -- -$ -- - - -- - --i I I W_Id_ // / �o // / ���re �� I 0' _ :Ix - - ---- - -- -J / � _ �— -- -- -UO 1I I HAUNCHd —— 1 r— — __— — _ __ (2) 2xb (2) 2xb —gxb GGA GER— — —— — — 0x9 GGA LEDbER GG UNI i a c . / / 60' 4x4 GGA ----- --- - - -- - $o o ry+m �� 6 P05T (TYP.) in 1 51-4" 1.1,_4 10'_6 1 - m Alp I _ I 1 (2) 2x9 (2) 2x (2) 2x9 2x0 CC 2x9 O 1 _J 1 4" GONG RETE SLAB W/6" x 6" 10/10 MM 1 ----- t / /FRA00A C ME OUT N OVER 4 SAND OR GRAVEL FILL > 181, FOR 5TEP5 6,-1 O I r — // 5 -II 5 -10 6 -2 5 10 2 n I UNEXCAVATED I 1 OUTLINE Or- „ " d 12 Q x 3 -O MG Q 1 1 1 B RAISED V400D DP. P.G. FTG. r- t- .Y. t- i i i PORCH (TMPD o m j 0 L_ I DROP TOP OF 1 8 ,I U O D FOUNDATION QDOOR GONG. FND. _� d —� ij Z OPENINGS > Z GONG. GONG. FT6. WALE ._ m p V L t P 9 2'_pl' 1 r -- --- - -- -- - — _- - - - --- - - ---- -- - ---- -� G � N - -- -- -- - ---- - -- - ---- — p u GONG. DRIVE. (V project no.: 000204 y2�� 20 O I'-lOy2' 1'- 10 4y2' I0'_4" 21_0„ date: 5/01/00 scale: AS NOTED drawn by: CPH checked by: TRC , N ' FOUNDA_iATION FLAN �o `r s SGALE:1/4"=1'-O" 4, oasy'`D 1o OpROFESSI�NP `/ 9 o 2'-0" q'-O" 5'-6" 5'-O" 7'-b" 2'-q" 8'-6" q'-O.. no. date: revision 1 12/26/00 STRUCTURAL O 1 In z A 36"H.RAILING LINE OF p DN DECK B O DN ROOF ABOVE N 0 O I -- -- — -- - -- - - -- - — — N 55 F 16068-4 36"H6HT (2) x10 (2) 2x10 (3) 2x12 , _ I a RAILING o 6 I EI�Ux" IVF U 1V U '� I ry 'd cA — — —,' F— �0 59041 kis 0 �/ O p Q O q0-P4030-15 I `4 x 22 X48 2:2'.") 48 J ry O 1 A _ma x 1 O O ry KYLIGH KYLIGH7, m r --, r� b — — OPEN ABOVE ---J mm Y�Z pr 11/EI�U�I VELUXI VELUA I LU m r — _— — ——— — — p = — 0 22"X48' X22X48' I LL y(530 1v53041 1/530 ll 1/ 50� cn II FWG 068 N O `r K_YLIGHT �SKYLIGFf� `r -- J L —� J L�=J LL e bHc-5500 PROPANE It (3) 2x10 Lu �, as LI- - 4 - - - PRER -FFABRIGATED TH50 3)50 $OP R � O I in 1 1n _Z TG W I O SUPERIOR OR MAN�UIF c� BY N in ry X J LINE OF 9'-O' APPROVED EG111AL. ,i ry N Z X -� �- HOOD ABOVE GLb. -i O LINE OF j V ry 1 �I � TI �I KITCHEN °° ry 16'-O" `I 17'-2" U T ROOF ABOVE N X �1 VAULTEDI X -J OI m In a N NOOK n N m - - - I J VAULTED VAULTED z 11 -2 — o — 12' 0" LIVING ROOM MASTER SUITE o (V 1 024 `r rens/. x ltV,M _ in 1 (2) 2X10 _ _ _ P NTRY FL. HDRIn ROOM PONDER s, N Z 51-5" 4 b -O ip 4-b 4 `g„ x O J 2668 ' d 4X8 HDR. �n� POCKET DOOR iv N O 1 5068 BP d U y 5068 0.0 z — 1 12 -O it WIN SEAT O n� `p a-0 FII �8 ti vro `1 " LL I N &5TORAG O I cLb. IL O 1 z O N A O BELOW O u0 BATH o° cLbmt II'- �_ 5'-6" '-0 6'-4 LL BAT �' c b x O A V cV — rym BEDRMI 3 3068 2868 G.O. y _ � 56 x12 ^ LL 1 "� 4'-O" GL6i. POCKET - V O IL IRLPOO $OFF I Q DOOR 1.-0" GLb. * LINE OF ROOF ABOVE V :t 3068 m In _ ,ry I�(18 O.H. UNLESS OTHERWISE w p ry dJ T 2668 8'-1" 9j 7 -7 1 NOTED) O m r r 11 O 3068 0„ z w d 21068 G.O. Q' �t LVE - 4 °d �t 1 x .9 Lu V N ry �6 lu VAULTED 5068 B.F. LL a� w'z c0 ---_--- --J �= �� �- UTILITY -- i�� z I ENTRY VAULTED Y I WA - =-11 II * r — �9 o m O / NI GL 5 O IN b g iv I BEDRM 2 � in VAULTED Nim 0tn OFFICE/GAJ 5T 4619,-0„ 0�,. ' 1 �. 0 0 4' o• GLb. N- — , DINING ^ 1 STORAGE N U O 1 I 21_01 b.. 12'-0” A T-O.. 4" 3'_O" 4" I I'-6" 6" 5'-8"O 6" I I'-b" b.. ROD SHELF j w Z LINE OF LINE OF i u ry DORMER 1660 O DORMER 6 -6 I p X p 0 GL. X2668 ABOVE cv ABovE — N - J LF D iOGL.iO 6.. (2) 2x10 Illiylry+ hry 01 �oS +i0 (2) 2x10 `ryry�ojn ry ' O 1 868 SG. I 5052 %�j� m 5052 0 cn 1114" AFOP302 a x * PL M. AF F502 5/8" TYPE "X" GYP. BOARD .9 � -i \� � ,c®HOUSE/GARAGE PARTITON PRROHD �o WALLS AND CEILING I N� *�- 2" 14'-10" 10'-10" `F� F- _ (2) 2x8 (2) 2x8 (2) 2x8 (2) x8 (2) 2)- 5 �a = O - I X w Iv 5-GAR GARAGE ti I W Q ry 5'-II" 5'-10" 6'-2" 5'-10" 6'-I I/2" LINE OF a1 Q 1 m l =I LU ROOF ABOVE ■_ a'�i L r K B aY I K � I tI to 31'-10" 1 y Z L — qm '-O"x7'-O"O.H.D. AS MFD. BY I6 -O x7 -O O.H.D. j AS MED. BY GLOPAY OR AF EQAUL > > �D GLOPAY OR pi 00 E I APP'D EQAUL ry 4X12 HDR —J a N 4XI9 HDR - -- - --- - ---- - - - - - -- - - - ----- - - LINE - --- - ---- - - - - - -- - - - ---- - -LINE OF ROOF ABOVE 1v project no.: 000204 3 (18" O.H. UNLE55 OTHERWISE NOTED) date: 5/01/00 4 2'-0" I l0 2 -o scale: AS NOTED 10'-0" 10'-O" b'-O" b'-6" q'-O" 3'-O" V-10" 3'-O" b'-6" 3'-O" 10'-4" drawn by: CPH rn checked by: TRC 77'-0" F I RST FLOOR FLAN ` <<^ '' w j A-Z " 50ALE:1/4"=1'-O° Nq 04359 ^ of "4'OFESSIOHP� L no. date: revision 1 12/26/00 STRUCTURAL B MOOD FRAME FRAME OUT FOR FLUE CHASE SKYLIGHTS _— —«2X12 VEP—PP. FRAME OUT FORCDP 2-2 10 I ISI ISI I� SKYLIGHTS -_ lifxb KIC, - 16" O.G. 16" Of'. IIII I I 1 --o � 1111111111111 . II II I III � � — I II IIIII I I� I I -I�- I Y , 01 1 1 1 1 1 Ii j I I I 11 1 1 III ry' z � i i l l l l l IIIII 111 IIII IIII I � I ' III I IIIII 1 I I I _ _ _ sHE1 VALLLEYI I II III III , M )10 X 4212_DGE a r l I I - I 2k12 DGE I I I I _ A Z A I 1 2121DG a tt J4 1 IIIIU ILL U- 14 0I I I ry to Iry ( I I I I I �I I I0 a ; M IIIII 11 � �I I I Ilx � I I � - 2%II 2-2 10 I I I I _ --- ca a v•N• I I I I I I I� � I V4 w� - n � Ilto �_ IIII 11 Ir E I „d Wz II I ry _I i I I I 1 I I 2X0Rw XB - XB R.R. XB d � g 1 Ib° O.0 1 �� p � 16" O.G EE VALLEY _ V LL x e N — � , — IIIIIIIIIII _ xe 92x91 2- x0 2 2x0 2 2 2X0 _ —� -- 2%10 1TIT7 �r IT 3y ar In 00 CL > > >z E project no.: 000204 date: 5/01/00 scale: AS NOTED drawn by: CPH checked by: TRC ROOF FRAM I NG PLAN t o� nn A-3 G L h 2 ° ° 9 3 Of ''OFc 5510N�'�" h 40YR ARCH RIDGE VENT ROOF SHINGLES 7 EBLVI8X50 DECORATIVE EYEBROW 50REENED LOUVER AS MFD. BY no. date: revision STYLE-MARK OR APP'D EQUAL 1 12/26/00 STRUCTURAL 2x8 RAKE BD. 2x8 RAKE BD._ 2x8 FASCIA BD. IN/ Ix5 TRIM IN/ Ix5 TRIM MD SYSTEM SYNTHETIC 12 STUCCO BY DRYVIT g� SYSTEMS 12 6 W AFGP502 AF0:::! p Q O Q J J - � 5 2 ❑❑ 0 2 � � OL kb a 0 �� 00 ❑❑ n Oz O 0 000 as ❑❑ , p 6 � 00rL � X00 00 WOOD HANDRAIL a 9" CORNER TRIM W COVERED PORCH6" BASE TRIM O H FRONT ELEVATION W 5GALE: I/4"=1'-O" W 0 N F 2 (M7 IL ON U mm m Z a mm O U. p �3 w w � �a w� ,ti Q EBLVI5X50 DECORATIVE EYEBROW PREFAB MTL FLUE 50REENED LOUVER AS MFD. BY +: Q J_ 5TYLE-MARK OR APP'D EQUAL RIDGE VENT *' 3 � M 2x8 RAKE BD. s N 440YR ARCH W/ Ix5 TRIM ROOF SHINGLES O AUTUMN PRO-FIT z 2x8 FASCIA BD. ry LEDGESTONE (PF-8015) VENEER 12 AS MFD. BY aCULTURED STONE OR APP'D EQUAL OVER 12 WOOD FRAME FLUE 5— CHASE 12VELUX VS-106 S- SKYLIGHT Q W W 0 r r H w O AFFW5006 m r (L q Q WOOD DECK U l m N i s � O IL pp � � t3 w O OZ � w - 0 OJ ~ V mti E - c0 R GWI55 GWI55 AN55Ilei 1 -Z p CL fN MD SYSTEM SYNTHETIC STUCCO BY DRYVIT SYSTEMS project no.: 000204 date: 5/01/00 RIGHT ELEVATION scale: AS NOTED SGALE:I/4"=1'-0° drawn by: CPH checked by: TRC A-4 o. OF, AaFE55,��, 4 of 4 PREFAB MTL FLUE VELUX V5-106 5KYLIGHT MO SYSTEM SYNTHETIC 2x8 RAKE BD. STUCCO BY DRYVIT W/ IxS TRIM SYSTEMS or O z 40YR ARCH no. date: revision N ROOF SHINGLES 1 12/26/00 STRUCTURAL AUTUMN PRO-FIT LEDGE5TONE ��i --- (PF-8015) VENEER 12 A5 MFD. BY 8 CULTURED STONE OR APP'D EQUAL OVER WOOD FRAME FLUE CHASE a � z ii F 6 O WOOD DECK 1` Z O Q LEFT ELEVATION 5GALE: I/4"=1'-O" W W G N LL Lu 5 a J w W a Z� PREFAB MTL FLUE 'b < 40Y'R ARCH w z ROOF SHINGLES RIDGE VENT a; ><'� d s AUTUMN PRO-FIT -LEDGE5TONE (PF-8015) VENEER VELUX V5-106 AS MFD. BY 5KYLIGHT 2x8 FA50IA BD. VELUX V5-304 — CULTURED STONE OR APP'D EQUAL OVER SKYLI6H7 (TYP. OF '1) —WOOD FRAME FLUE 12 GHA5E 2x8 RAKE BD. �12 W/ 1x3 TRIM 12 Q ' 'NEE n ---F O 3 I r F I b - N 5 N 5 Q" CORNER TRIM 4, '- � Y L Oma - b" BASE TRIM N r 3 � w � Z 3 Q CL WOOD DECK MD SYSTEM SYNTHETIC N STUCCO BY DRYVIT SYSTEMS project no.: 000204 REAR ELEVATION date: 5/01/00 5GALE: I/4'*'-O" scale: AS NOTED drawn by: CPH checked by: TRC ROFE55 ;,,P 5 of DRYVIT FINISH 2x12 RIDGE 2x10 RAFTERS o 16" O.G. CODE APPROVED SECONDARY BARRIER DRYVIT DRAINAGE MAT R-19 IN5UL. OF DRYVIT REINFORCING MESH no. date: revision FRAMING EMBEDDED IN GENESIS® 1 12/26/00 STRUCTUML BASE COAT I/2" GYP. BD. 2X, �I INC JOISTS 1/2" CDX PLY C. EPS INSULATION BOARD 2x46 STUDS LL' 9,i i SHEATHING WL t F& BATT DRYVIT APPROVED WASHER (R50 MN,) ULWITH CORROSION RESISTANTFASTENER ENTRY MASTS B TH2X6 STUD I6" O.G CL 0 � RI9 FG BATT INSUL � O WRAP DRYVIT DETAIL® MESH 6 50 MM (2) MIN. AT BACKSIDE OF EPS GRADE (4)1. 15"x11.25" 1.9E ML LVL FG BATT IN5UL (R50 MIN.) lll-II 25 MM (1) M�IN. L 14"TJI/PRO-12OT5 4 a 3-I/2" Fm DIA LALLY J015T a16" O.G. ° 4 a COL. ON 56"x56"x18" ip BITUMINOUS WATER a a ° 4 ° OP. P.G. FOOTING 4" P.G. SLAB W/ 6" x 6" PROOFING a °4 Dryvit Drainage 10/10 mm Track"' Option 8" TH. P.G. FNDN. WALL ° a :;..:',; 8"x16" P.G. FOOTING W/ a ° ° a ° 200 MM (8) MIN, ABOVE 2"x4" KEYWAY a a ° FINISH GRADE OR AS 4 REQUIRED BY LOCAL CODE a 4 J a SECTION A-A i- 7 ° ° ° W 4 SCALE:1/4"=1'-0" o ad N Z Ox P J w s a oM W 7 mm We E I FS DETAIL FOUNDATION N.T.S. w� w� wZ w 2X12 RIDGE d a "tea s N FG BATT INSUL (R50 MIN) 62X(&5,KNEE ARCHITECTURAL SHINGLES OVER 1/2" COX PLY ROOF SHEATHING 2X8 RAFTERS o I6 0.0 2X10 RAFTERS ® Ib" 0.0 2X6 GLC. J5TS. o Ib" 0.012 �8 TIE 2Xp�„aaaO.GALL F6 BATT IN5UL (R50 MIN.) 2X6 RAFTERSo I6 0.0 4 STI6” O.05T52X6 GLC. JSTS ® I6" O.G rO.0 5—'3¢L VL ¢ 12 J f I/2" GYP. BD. 4r— Q � PLYWOOD � m � y r SOFFIT i o KITGHE Q 2X6 STUD (P 16" 0.G E� a 0 COVERED v DINING RI9 F6 BATT IN5UL PORCH O 2X6 CEDAR DEGKIN6 O Az 62X6 DECK JOI5TO16 m v m - O .. c U111 II 1� iv v GRADE a 0 -11 T T7-7 IT- .. II- I FG BATT IN5UL (R50 MIN.) MEN IIs (4)1.75"x11.25" 1.9E ML LVL - O �T= =II _ - r m L _ J y � ➢T 5-1/2" DIA LALLY JOTS /PR " 120. -J L J i JOIST 016 O.G. - project no.: 000204 COL. ON 56 x56 xl8 ip OP. P.G. FOOTING 4" P.G. SLAB W/ 6" x 6" 12"DIA.X56"DP. P.G. FTG. date: 55/01/00 10/10 NAM 8" TH. P.G. FNDN. WALL scale: AS NOTED 8"x16" P.G. FOOTING W/ drawn by: CPH 2"x4" KEYWAY checked by: TRC SECTION E3-E3 �V F 50ALE:1/4"=1'-O" {' A-6 " 6 of o4s Load bearm wall above Load bearing a their wall above (must stack over wall below) (mut stark over wall below) TMberStrand SL RIM EOARD EXTERIOR DECK ATTACIMENi Blocking panel *wllh blocks fn For Information on lateral 2'mbimun no. date: revision load ca cities rata amraM iirberSlrand 1 12/26/00 STRUCTURAL rim board Ilteratue 2"minlsm � •.: I' Treated 2A ledger " Fleshing IP Tlmber8trand LR 61ook1ng may be/egUlrWale etlFfeaars aired 11•TiabarStram L& Structural exGrla rhe beard shear walls above a _required rim board 1. sh"thing 1'diameter Ilkb suffenen required belau•eee detail BI each side at 132W lag bolt each side at BN A3 11'Mlaollam Lft may also LA Allowable load Is 315 lbs.pe 1'diameter lag bolt OII II II See elscurstiffener ina Joist Moments n literature S2 ?W fee Mob stlt Tnu Joist MachAs literature be aced as rim board �I �I W fa web atlffener roqulreaeMa for web stiffener requirements HIS STIRFBIER ATTACI- MT TJI 9'ro ,150 a 350 Joists TJI Wed me Joists Gap: Dow : CaMEC110N OF MJLTIPLE PIECES OF / 1'mbimun inmum TOP-LOADED BEAMS I 17'maximum ' maxims EEARMG AT alOOD OR STEEL COUJ'MBEARMG AT Ca CF£TE UU II"Odth Placa:•Minims of 2 rows ISd(31")mils at 11'oA 3-Sd(21")box mils,clirched3-ISd(31'9 box nolle •Minims of 3 rows Kd(37%ra11s at 12'oAfa 14',K'and B"beam 1x4 web stiffenerN(lab sufferer each aide lweach side'm ,J 31'Width F laces: -TJI 1�ro 11b Jobe: 1'x 21'minWmPIA .4 Steel colu n •Minlmm of 2 raw � gfit - TJI *a A Joists: I°x 21'minms t fit I— with when cap I'bolts at 24"oA staggered -TA Pro 0 Jobe:I"x 17'minimum W Parallam *L a TWoeftaind LSftlum with column cap Z 6 For m,adoeded multiple number O LY P Diet wood frau direct verify Parallem Al.and 1 mberSirand LSL® L hams,additwml nailing a bolting lU Jkb etlffawr metarlal atmll be aMathmq meeting the equRau m �rj conn rapacity and beam beech long h may be required See carat IA) of FS I a FS 1 with Faee gram parallel to long axle, a wand with concrete See currant Tnu Jobb a MacMillan I%aura Tr Joist Madlillsn literature. (2)2x4 corahelon grade a better. i U. J r v W � Z n w � b <� w W Z zLi BEAM ON COLI!'Tl CAP Barka block Install tight to top flange(tight d a to bottom flange with face moue M ara),both d n a OWN of web with single TJI Jdhta Attach L with 10-led W)box ratio,clinched when possible CA BEAM TO BEAM COfddELTION BEARING FOR DOOR OR WINDOW l EADER EEA"AT WALT. Swap per code If top Timearw nd ISL plate Ie not continuous (a TJI Jbiet) rho board over header a blocking for lateral support , Filler block:Nail with Io-10d box mils,clinded ulnen bible. Use 10-I6d(311)box mils nom Top flange Mnger each side with TJI Ad 5b Joists. Face mica hangar Trimmers fee oust 64II 'With top flange hangars,badw block O True Jon Madlllbn literature O F72 regaled only r uplift downward load(exceeding I fee accent armrus Joist Madlllbn Iltarawre PI �2 fa minims bearing length �I Parallem SSL a tmbarfuand LfL$halum 150Ive.a fa95lb .For Limit reattend L•3 for homing rennectore load varve U 335 LL1e.fa LImIL feta Design) O~1 .19 G1 r ' T a3 sy W -0 0° o y c � O 00 CL N E project no.: 000204 C 5/01/00 scale: AS NOTED 5 drawn by: CPH checked by: TRC � or Nn y I'll i LL A4 s NO}043�"P /2P, TOtEg510NP 7 of NOTE: 4. MASONRY WORK 3. GREAT CARE AND PROFICIENCY HAVE GONE INTO THE PREPARATION OF THESE PLANS AND BLUEPRINTS, HOWEVER, DUE TO THE IMPOSSIBILITY OF PROVIDING "ON SITE" SUPERVISION, I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE UNIFORM FIRE PER50NAL CONSULTATION, CONTROL OVER ACTUAL CONSTRUCTION AND BECAUSE OF OTHER .1 FACE BRICK TO BE SELECTED BY OWNER. LOCAL BUILDING AND WEATHER CONDITIONS AND GREAT VARIATION IN LOCAL BUILDING PREVENTION AND BUILDING CODE AND SHALL CONFORM TO ALL THE RECOMMENDATIONS OF 4 THE NEW YORK STATE BUILDING GORE MANUAL; ALL WORK SHALL AL50 CONFORM TO THE CODES, ADVANCED VISUAL CONCEPTS, LTD. A55UMES NO RESPONSIBILITY FOR ANY DAMAGES REQUIREMENTS OF ANY OTHER AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR SHALL 4.2 BRICK FACING SHALL BE BONDED WITH GALVANIZED METAL WALL REINFORCEMENT 16" O.G. INCLUDING STRUCTURAL FAILURES DUE TO DEFICIENCIES, OMISSIONS OR ERRORS IN THE OBTAIN AND ARRANGE FOR ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES AND TESTS. CONSTRUCTION. 4.3 ALL BEAMS AND LINTELS RESTING ON WALLS SHALL REST ON AT LEAST THREE ROWS OF 2. ALL FOUNDATIONS SHALL REST ON UNDISTURBED SOIL OF 2 T.5.F. BEARING CAPACITY; 50LID BRICK MASONRY, OR I COURSE OF BLOCK FILLED SOLID. 4. THE BUILDER SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN THE CONTRACTOR SHOULD HAVE THE LEVEL OF ACCEPTABLE BE STRATA VERIFIED IN THE 4.4 MASONRY WALL5 SHALL BE ANCHORED TO BEAMS AND GIRDERS WITH 1-I/4" x 1/4" STEEL FIELD AND SHALL BE RESPONSIBLE FOR ANY NEGE55ARY ADJUSTMENTS AND/OR no. date: revision FIELD. STRAPS MAXIMUM 4'-0" O.G. CORRECTIONS. 1 12/26/00 STRUCTURAL 3. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS OF 4.5 MORTAR FOR FACE BRICK TD MATCH EXISTING. 5. THE BUILDER IS TO PROVIDE ALL NEGE55ARY TEMPORARY SUPPORT FOR WALLS AND FLOORS A0I-30I-84 SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS" kf '= 300 P51); PRIOR TD COMPLETION OF VERTICAL AND LATERAL LOAD SYSTEMS. REINFORCING STEEL SHALL CONFORM TO A5TM A-615 GRADE 60. 4. ALL FRAMING LUMBER SHALL BE HEM-FIR #1 (fb= 1200 PSI). 5. STRUCTURAL STEEL EXCAVATION AND GRADING 5. ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AISG "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". STEEL 5.1 SPECIFICATIONALL S OFTHE AMERICAEL TO BE N INSTITUTE OF STEEL CONSTRUCTION. TO THE SHALL CONFORM TO ASTM A-36 AND A-501. I. DESIGN 501E PRESSURE 2000 P.S.F. IF MASONRY, 1500 P.S.F. FOR FIREPLACE AND 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE 5.2 ALL STEEL SURFACES NOT IN CONTACT WITH CONCRETE TO RECEIVE ON SHOP GOAT OF FOUNDATION WALLS. STARTING CONSTRUCTION AND SHALL NOTIFY THE ARCHITECT OF ANY AMBIGUITIES OR APPROVED PAINT. 2. OUT SLOPES FOR PERMANENT EXCAVATIONS AND FILLS SHALL BE NOT STEEPER THAN 2 DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. IF ANY QUESTIONS ARISE BEFORE OR 5.3 GROUT ALL COLUMN BASEPLATES WITH NON-SHRINKING "EMBELO" GROUT OR EQUAL. HORIZONTAL TO I VERTICAL. DURING CONSTRUCTION AS TO THE INTENT OR DETAILS OF THE DRAWINGS, THE CONTRACTOR 5.4 COMPLETE SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. 3. EXCAVATE FOR FOOTINGS BELOW ALL ORGANIC MATERIAL AND REMOVE ALL LOOSE SHALL GALL THE ARCHITECT FOR CLARIFICATION AND/OR INSTRUCTIONS. IF THE MATERIAL FROM FOOTING EXCAVATIONS. CONTRACTOR FAILS TO FOLLOW THE ABOVE PROCEDURE, HE SHALL ASSUME ALL THE 5.5 ALL LINTELS SHALL BE AS PER DETAIL. RESPONSIBILITY FOR THE CONSEQUENCES OF HIS ACTIONS AND/OR DECISIONS. 5.6 ALL MEMBERS SHALL HAVE STANDARD FRAMED BEAM CONNECTIONS TO DEVELOP FULL LOAD. 7. THE OWNER SHALL ARRANGE FOR SUPERVISION OF THE CONSTRUCTION WORK TO INSURE THE 51 BEAMS SHALL HAVE BEARING PLATES AND GOVERNMENT ANCHORS. CONCRETE AND FOUNDATIONS COMPLIANCE WITH THE CONTRACT DOCUMENTS. 5.8 ALL SHOP CONNECTIONS SHALL BE 1NELDED OR RIVETED. 5.q FIELD CONNECTIONS SHALL BE WITH HIGH STRENGTH STEEL BOLTS. I. MINIMUM CONCRETE COMPRESSIVE STRENGTH TD BE 2,500 P.S.I. AT 28 DAYS. MINIMUM GEMENT CONTENT TO BE FIVE SACKS PER YARD MAXIMUM SLUMP 4". 5.10 ALL STEEL SHALL BE GIVEN ONE GOAT OF PAINT AT SHOP. GENERAL NOTES: 2. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED SOIL. FOOTINGS TO EXTEND BELOW FROST 5.11 ALL WELDING SHALL BE DONE BY LICENSED WELDERS. LINE. FOUNDATIONS SUPPORTING WOOD TO EXTEND AT LEAST 6" ABOVE ADJACENT FINISHED I. GENERAL 5.12 STEEL 15 DESIGNED FOR F= 24,000 PSI FOR COMPACT SECTIONS AND F= 22,000 P5I FOR GRADE. 1.1 THE ARCHITECT HAS NOT BEEN RETAINED FOR ADMINISTRATION OF THE CONSTRUCTION NON-COMPACT SECTIONS. 3. FILL UNDER 6ROUND-5UPORTED SLABS TO BE MINIMUM OF 4" GRAVEL WELL COMPACTED. CONTRACT AND 15 NOT RESPONSIBLE FOR THE WORK NOT IN ACCORDANCE WITH THESE 4. PROVIDE KEYED CONTROL JOINTS IN ALL SLABS ON GRADE AT 25 FEET O.G. EACH WAY DRAWINGS. MAXIMUM. PROVIDE HEAVY (3/4") TOOLED JOINTS IN ALL SLABS ON GRADE AT 5 FEET O.G. AND I/2" PRE MOLDED EXPANSION JOINTS AT 30 FEET O.G. IN ALL EXTERIOR WALKS AND 1.2 THE ARCHITECT HAS NOT BEEN RETAINED TO SPECIFY WORK REQUIRED TO REMOVE ANY 6. ELECTRICAL NOTES SLABS. "VIOLATIONS" WHICH MAY EXIST IN THE EXISTING BUILDING ASSEMBLY. 5. ALL REINFORCING STEEL TO BE A-615 GRADE 40. WELDED WIRE MESH TO BE A-185. (n W 1.3 CODE REFERENCES SHALL BE TD THE NEW YORK STATE UNIFORM FIRE PREVENTION AND 6.1 ALL ELECTRICAL EQUIPMENT, FIXTURES, AND WORK SHALL CONFORM TO ALL APPLICABLE BUILDING CODE WITH THE LATEST AMENDMENTS. IT SHALL BE THE CONTRACTORS 6. PLACE ALL REINFORCING PER AGI GORES AND STANDARDS. O STATE AND LOCAL CODES AND THE NATIONAL ELECTRICAL GODS, LATEST EDITION. RESPONSIBILITY TO COMPLY WITH TH05E REQUIREMENTS AS IF THEY WERE PRINTED HEREIN. -1. LAP ALL CONTINUOUS BARS 30 DIAMETERS MINIMUM. Z 6.2 CONTRACTOR SHALL PROVIDE ALL TEMPORARY ELECTRIC, LIGHT AND POWER AS REQUIRED 1.4 AIA DOCUMENT A201 "GENERAL CONDITIONS OF THE CONTRACT FOZ OR CONSTRUCTION" SHALL BE BY ALL TRADES. 8. GROUND COVER IN CRAWL SPACES TO BE EMIL, BLACK POLYETHYLENE. MADE A PART OF THIS DOCUMENT AS IF PRINTED HEREIN; EXCEPT THAT THE DUTIES OF THE 6.3 THE LOCATIONS SHOWN FOR EQUIPMENT ARE APPROXIMATE, EXACT LOCATIONS TO BE q, MAINTAIN 15" CLEAR IN CRAWL 5FACES BETWEEN GRADE AND THE UNDERSIDE OF BEAMS OR 0 a �_ M ARCHITECT SHALL BE ASSIGNED BY THE OWNER. DETERMINED IN THE FIELD BY THE JOB SUPERINTENDENT AND OWNER. JOISTS. 1.5 ALL WORK SHALL COMPLY WITH THE NY STATE BLDG. CONSTRUCTION CODE AND ALL LOCAL 6.4 CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS , .ND EQUIPMENT REQUIRED FORA 0 ZONING REGULATIONS. 10. VENT CRAWL 5PAGE5 I.5 SQ. FT. FOR EACH 25 LINEAR FEET OF WALL WITH CLOSABLE ,o ,o COMPLETE INSTALLATION: INCLUDING CABINETS, CONDUITS, CONDUIT FITTINGS, OUTLET BOXES, SCREENED VENTS. 0 WIRING DEVICES, HANGARS, SUPPORTS, CIRCUIT BREAKERS AND SUCH OTHER ITEMS REQUIRED z ;3 I.6 CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND JOB CONDITIONS AND BE AND INCIDENTAL, FOR A COMPLETE INSTALLATION. II. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. z RESPONSIBLE FOR THE SAME. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT AR APPROPRIATE UL LABELS. I2. VAPOR BARRIERS UNDER CONCRETE SLABS ON GRADE TO BE 50 Ib. ROLLED BEFORE CONTINUING. 6.5 ALL MATERIALS SHALL 8E NEW AND BEROOFING OR I.-I ALL WORK SHALL BE PERFORMED IN A THOROUGHLY FIRST CLASS AND WORKMANLIKE 6.6 SEE ELECTRICAL DRAWINGS FOR LAYOUT OF FIXTURES AND OUTLETS. EQUAL. b <' MANNER BY MECHAN105 SKILLED IN THEIR RESPECTIVE TRADES. wZ 6.? ELECTRICAL CONTRACTOR SHALL PROVIDE AN UNDERWRITEF25 CERTIFICATE OF APPROVAL TO 13. BEAM POCKETS IN CONCRETE WALLS TO HAVE 1/2" AIR SPACE AROUND BEAM SIDES AND END. pp THE OWNER BEFORE FINAL PAYMENT 15 ISSUED. POST AND BEAMS TO REST ON ASPHALT SHINGLE OR METAL BEARING PLATE. ENDS OF eC 1.8 ALL PROPERTY LINES, 6RADE5, ELEVATIONS AND BUILDING LOCATION TO BE LAID OUT BY GIRDERS SUPPORTED ON CONCRETE OR MASONRY SHALL HAVE NOT LF-55 THAN 3" BEARING. 5 LICENSED SURVEYOR. 14. ANCHOR BOLTS TO BE A-307. IN PRESSURE TREATED WOOD SILLS, ANCHOR BOLTS TO BE I/2' .. d ' � 1A SAFETY OF PUBLIC AND PROPERTY DURING CONSTRUCTION OPERATION SHALL BE PROVIDED 1. HEATING AND AIR CONDITIONING DIAMETER, EMBEDDED AT LEAST Z" INTO CONCRETE, 15" INTO UN REINFORCED MASONRY. s BY THE CONTRACTOR IN ACCORDANCE WITH ALL LOCAL REQUIREMENTS. - "1.1 HVAC CONTRACTOR SHALL PROVIDE ALL SHOP DRAWINGS FOR APPROVAL OF EQUIPMENT PLACE 6 FOOT O.G. UNLESS OTHERWISE SHOWN ON PLANS. DESIGN INTENT AND LAYOUT OF ALL DUCTWORK AND CONTROLS. 15. BUILDER TO PROVIDE A CRAWL SPACE ACCESS PANEL OF IS" x 24" LOCATED IN AN ACCESSIBLE PLACE IN CLOSET. 2. ADMINISTRATION NOTES I6. WATERPROOF BASEMENT WALLS BEFORE BACKFILLING, AND AL50 PLACE FOOTING DRAIN TILE 8. PLUMBING IF REQUIRED. 2.1 CONTRACTOR TO BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND G. OF O. AT COMPLETION OF THIS JOB. 8.1 SEE PLUMBING DRAWINGS FOR ALL PLUMBING RELATED WORK AND ALL PLUMBING WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND NO 2.2 ALL MATERIALS, ASSEMBLIES, FORMS AND METHODS OF CONSTRUCTION AND SERVICE WORK SHALL START UNTIL A PLUMBING PERMIT HAS BEEN ISSUED BY THE TOWN OF SOUTHOLD. MASONRY EQUIPMENT SHALL MEET ALL REQUIREMENTS OF THE TOWN OF SOUTHOLD 2.3 CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARY POWER, LIGHT, WATER, TOILET FACILITIES AND ANY OTHER FACILITY NECESSARY TO PERFORM HIS OR HIS I. ALL CONCRETE . M.C. LY UNITS TO BE ASTM ABSO0, GRADE N-I UNITS. LINEAR SHRINKAGE q. WOOD CONSTRUCTION LESS THAN .035. M.G. LESS THAN 30% TOTAL ABSORBENCY. 5UBCONTRAGTOR'5 WORK. 2.4 CONTRACTOR SHALL BE RESPONSIBLE FOR GLEANING AND DISCARDING RUBBISH OFF SITE ON q.1 ALL PERIMETER ROOF BLOCKING TO BE ANCHORED WITH 1/2" DIAMETER ANCHOR BOLTS WITH 2. MORTAR TYPE 5, ASTM G270-68. A PERIODIC BASIS. 51TE SHALL BE KEPT IN GLEAN AND SAFE CONDITION. A MAXIMUM SPACING OF 8'-0" D.G. ALL WOOD ROOF BLACKINGS SHALL BE AS PER PLANS 3 MINIMUM GROUT 5TRENGTH 2000 F.B.I. AT 28 DAYS. BARRIERS OR FENCE AND SHOULD BE WOLMANIZED TREATED LUMBER. PROVIDE OUTSIDE COMBUSTION AIR FOR ALL SOLID FUEL BURNING DEVICES, SUCH 2.5 CONTRACTOR SHALL PROVIDE NECESSARY SECURITY (TEMPORARY , r GUARDS, ETC.) TO INSURE SAFETY OF PROJECT AND THE PUBLIC IN ACCORDANCE WITH TOWN 4. FIREPLACES, STOVES AND HEATERS. COMBUSTION AIR FOR FURNACES AS PER U.M.C. OF SOUTHOLD STANDARDS. 5 U Y 2.6 ANY PERMITS REQUIRED FOR WORK BEYOND STREET LINES WILL BE OBTAINED FROM THE GENERAL NOTES 5. PROVIDE DAMPERS FOR ALL FIREPLACES EXCEPT GAS FIRED UNITS. GAS FIREPLACES NOT MUNICIPALITY AGENCY HAVING JURISDICTION BEFORE WORK 15 STARTED. GORES AND STANDARDS OVER 6" IN DEPTH SHALL BE VENTED AS PER U.M.G. Z 2. i OWNER SHALL PROVIDE ARCHITECT WITH A SOIL BORING REPORT TO VERIFY MINIMUM 2 TON 6. FIREPLACE HEARTHS TO BE NON-00 MBUSTABLE MATERIAL AND EXTEND AT LEAST 12" BEYOND m o SOILING BEARING CONDITIONS. I. THESE GENERAL NOTES AND AGGOMPANYIN6 PLANS ARE COMPLIMENTARY AND ALL EACH SIDE OF FIREPLACE OPENING AND AT LEAST IS" WIDE, PERPENDICULAR TO FIREPLACE _ CONSTRUCTION IS TO BE AS SHOWN ON DRAWINGS. OPENING. C O3: 2 0 0 3. CONCRETE AND FOUNDATION NOTES 2. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH STATE AND LOCAL GORES. Q N 9 3.1 WELDED WIRE MESH (W.W.M.) FABRICATION AND PLACEMENT ARE TO CONFORM TO A.G.I. #318 AND SHALL BE LAPPED 6" AT THE END SPLICES. project no.: 000204 3.2 ALL CONCRETE REINFORCED WORK SHALL CONFORM TO LATEST EDITION OF A.G.I. date: 55/01/00 3.3 ALL FOOTINGS TO REST ON SAND AND GRAVEL, STEP FOOTING AS REQUIRED. scale: AS NOTED drawn by: CPH checked by: TRC 8 of O P��FPSSI�N�� CARPENTRY ROOFING INSULATION I. ROOFING SHALL BE BE MINIMUM GLA55 "G" RATED MATERIAL AND AS SHOWN ON PLANS OR I. DE516N CRITERIA: EQUAL ALTERNATE. I. EDGES OF 5LA55 ON GRADE TO BE 24" WIDE STRIP OF R-q INSULATION ACCORDING TO WOOD YARD LUMBER STRUCTURAL LAMINATED WOOD BEAM LOCATION. Fb 1250 P.S.I. 2200 F.B.I. 2. ALL ROOFING SHALL BE APPLIED ACCORDING TO MANUFACTURERS RECOMMENDATIONS OVER E I,?00'000 P.5.1. I,-160,000 P.5.1. A 151b. ASPHALT FELT DRY SHEET. WOOD STAKES TO BE INTERLACED WITH AN IS" WIDE STRIP 2• WALLS ENCLOSING HEATED SPACES BELOW GRADE TO BE INSULATED WITH R-II EXTENDING 12" OR AS SHOWN BY GRADE AND SPECIES. OF 5011b. A.5.F. BELOW EXTERIOR GRADE. 3. ALL HEATING DUCTS LOCATED IN UNHEATED SPACES TO BE WRAPPED WITH 2" OF DUCT 2. DESIGN LOADS: ROOFS FLOORS BALCONIES INSULATION. SHEET METAL DEAD LOAD P.5.17. 6 Iq Cl 10 25 7 4. FLOOR INSULATION TO BE MINIMUM R-M. LIVE LOAD P.S.F. 25 40 60 B. ELECTRIC WATER HEATERS LOCATED IN UNHEATED SPACES TO BE WRAPPED WITH INSULATION no. date: revision TOTAL LOAD P.5.17. 51 44 34 50 65 67 I. PROVIDE AND INSTALL SHEET METAL DUCTS FROM ALL HOODS AND EXHAUST FANS TO AND A PROTECTIVE EXTERIOR COVERING, t 12/26/00 STRUCTURAL OUTSIDE. SHOULD WEATHER CONDITIONS CAUSE LOADS OTHER THAN THAT INDICATED SUCH A5 5NOW, 6. WALL INSULATION TO BE MIN. R-M. EARTHQUAKE, HURRICANE ETC. IT IS RECOMMENDED THAT YOU CHECK WITH YOUR LOCAL 2. ALL REQUIRED FLASHING TO BE 26 GAUGE GALVANIZED METAL INCLUDING GUTTERS AND DOWN 7 CEILING INSULATION TO BE MIN. R-36. BUILDING OFFICIAL OR CONSULT A LOCAL STRUCTURAL ENGINEER TO PROVIDE FOR SPOUTS. ALTERNATE MEMBER SIZES. 5. HEATING DUCTS TO BE INSTALLED WITHOUT IMPINGEMENT ON BUILDING SURFACES. DRYWALL 3. WOOD FRAMING MEMBERS TO BE A5 FOLLOWS OR EQUAL EXCEPT AS SHOWN ON DRAWINGS. A. POSTS (CRAWL SPACE) UTILITY GRADE DOUGLAS FIR PLUMBING B. COLUMNS NO. I DOUGLAS FIR I. ALL WALLS AND CEILINGS OF BATH AREAS TO BE FINISHED WITH APPROVED WATERPROOF G. JOISTS, BEAMS AND STRINGERS NO. 2 DOUGLAS FIR TYPE GYPSUM BOARD. D. BUCKS, BLOCKING BRIDGING, MISC. UTILITY GRADE DOUGLAS FIR 1. PROVIDE AND INSTALL PLUMBING AND FIXTURES AS INDICATED ON PLANS ACCORDING TO 2. TUBS SHALL BE FINISHED WITHIN 5 FT. OF TUB EDGE WITH A CERAMIC OR OTHER WATER E. 5TUD5 2x4 AND LARGER "STUDS" DOUGLAS FIR OR H.F. STATE AND LOCAL PLUMBING CODES. RE515TANT FIN15H MATERIAL. F. SILLS, SLEEPERS, PLATES AND NAILING 5. ALL UTILITY AREAS CONTAINING LAUNDRY FACILITIES SHALL BE FINISHED ON WALL5 AND BLOCKS ON OR EMBEDDED IN CONCRETE PRESSURE TREATED DOUGLAS FIR CEILING WITH WATERPROOF GYPSUM BOARD OR OTHER APPROVED WATER RESISTANT G. DECKING (NOT EXPOSED) UTILITY GRADE DOUGLAS FIR ELECTRICAL MATERIAL. (MAX. SPAN 4'-0"9N 3 MIN. H. DECKING (EXPOSED) STANDARD GRADE OR NO. 2 D.F. I. RAFTERS NO. 2. DOUGLAS FIR 1. ALL ELECTRICAL WIRING AND INSTALLATIONS SHALL BE AS REQUIRED BY STATE AND LOCAL CABINETS AND MILLWORK J. HEADERS NO. 2 DOUGLAS FIR ELECTRICAL CODES. 4. ALL EXTERIOR HEADERS TO BE MINIMUM 4x10. INTERIOR BEARING HEADERS TO BE MIN. 4x10. 2. IN ALL BATH AND UTILITY AREAS NOT HAVING OPERABLE WINDOWS, INSTALL EXHAUST FANS OTHER SIZES A5 NOTED ON PLAN. CAPABLE OF PROVIDING AT LEAST FIVE AIR CHANGES PER HOUR PER ROOM. I. CABINET MAKER TO VERIFY ALL DIMENSIONS ON JOB BEFORE A55EMBLY OF CABINET WORK 5. EACH DWELLING SHALL BE PROVIDED WITH AN APPROVED SMOKE DETECTION UNIT LOCATED AS SHOWN ON PLANS. 5. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. AS SHOWN ON PLANS. THE UNIT SHALL BE INSTALLED IN AN AREA THAT 15 CENTRALLY 2. PROVIDE A 4" TOE SPACE AT AL KITCHEN AND VANITY CABINETS. 6. ALL MISCELLANEOUS STEEL TO BE A-36, FABRICATED IN ACCORDANCE WITH AWS. LOCATED GIVING EGRESS TO ALL ROOMS THAT ARE USED AS SLEEPING AREAS. CARE 3. CLEARANCE FROM RANGE TOP TO BOTTOM OF CABINETS TO BE MIN. 30". SHOULD BE EXER015ED TO INSURE THAT THE INSTALLATION DOES NOT INTERFERE WITH THE '7. ALL BOLTS TO BE A-30-1 OPERATING CHARACTERISTICS OF THE DETECTOR. WHEN ACTUATED THE DETECTOR SHALL PROVIDE AN AUDIBLE ALARM TO BE HEARD IN ALL SLEEPING AREAS. WALL MOUNTED VINYL FLOORS 8 CARPET 5. ALL WELDING TO BE WITH E60XX OR E70XX ELECTRODES IN ACCORDANCE WITH AW5. DETECTOR SHALL BE LOCATED BETWEEN b" $ 12" FROM CEILING. CONNECT TO HOUSE CURRENT. q. ALL JOISTS OR BEAMS FRAMING INTO (NOT BEARING ON) BEAMS, HEADERS OR GIRDERS 1. ALL BATH AND UTILITY ROOM FLOORS TO BE SHEET VINYL, TILE OR OTHER APPROVED SHALL BE SUPPORTED WITH "U" TYPE "SIMPSON" OR EQUAL JOIST OR BEAM HANGERS. ALL NON-ABSORBENT MATERIAL WITH A COVERED BASE OF LIKE MATERIAL EXTENDING UP WALL A P05T-5EAM AND P05T-FOOTING CONNECTIONS TO BE MADE WITH SIMPSON P05T GAP AND MIN. OF 5". POST BASE AS REQUIRED. FOR PLENUM HEATING SYSTEMS 2. KITCHEN FLOORS MAY BE INSTALLED AS ABOVE OR BE CARPETED WITH A MATERIAL 10. BLOCK SOLID BETWEEN JOISTS AND RAFTERS AT BEARING WALL5. OR055 BRIDGE OR SOLID MANUFACTURED FOR THAT PURPOSE. CO) BLOCKING AT &-0" O.G. MAX. WHEN DEPTH TO THICKNESS RATIO 15 SIX TO ONE. 1- CRAWL SPACE MECHANICAL HEATING AND VENTILATION REQUIRED LIGHTING Z 11. ALL PLYWOOD TO BE STANDARD GRADE WITH EXTERIOR GLUE. MINIMUM PLYWOOD NAILING TO CAPABLE OF MAINTAINING CRAWL SPACE ABOVE 50 DEGREES F. AND BE 8d COMM.. AT 6" O.G. AT EDGES AND 10" O.G. AT INTERMEDIATE BEARINGS. INSTALL ROOF PROVIDING TWO AIR CHANGES PER HOUR INTO CORNERS BY REGISTERS. z AND FLOOR SHEATHING WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGGER N "d o N JOINTS 1/2" PLYWOOD INDEX I.D. FOR FLOORS AND ROOF 32/16. THI5 HOME MAY BE EQUIPPED WITH CRAWL SPACE MECHANICAL 1. LIGHTING FIXTURES FOR PROPER LIGHT LEVELS IN VARIOUS ROOMS 15 A SERVICE MOST 12. BUILDER SHALL PROVIDE A MIN. 22" x 50" ACCESS READILY ACCESSIBLE TO ATTIC, SPACES. VENTILATION SYSTEM. WHEN THE VENTILATION SYSTEM 15 NOT IN USE LIGHTING SPECIALTY DEALERS PROVIDE. IT WOULD BE DESIRABLE TO TAKE A COPY OF YOUR a TM " 30" HEAD SPACE IS REQUIRED. ACCESS MAY BE LOCATED IN GAR=AGES IF I HOUR THE MANUALLY OPERATED FOUNDATION VENTS SHALL BE OF 4ED TO PLANS TO THEM TO AID IN THE SELECTION OF FIXTURES. p,l m PROTECTION 15 PROVIDED. PREVENT MOISTURE FROM ACCUMULATING WHICH MAY CAUSE DECAY TO q �2 N THE BUILDING STRUCTURE. VENT5 SHALL BE CLOSED DURING-� "SHE pp HEATING SEASON. PAINTING AND DECORATING z V 13. MINIMUM CEILING HEIGHT IN HABITABLE AREAS TO BE 7'-b". HALLS MAY BE REDUCED TO 1 -0". f 14. ALL EXTERIOR DOORS OR DOORS TO UNHEATED SPACES TO BE WEATHER-STRIPPED AND WDE HAVE A SOLID GORE. GLASS I. KITCHEN AND BATH AREAS TO BE PAINTED SHALL BE A MINIMUM OF TWO GOATS ENAMEL y w� PAINT OR OTHER APPROVED WASHABLE SURFACING MATERIAL, SUCH AS DECORATIVE WALL 15. BUILDER TO PROVIDE VAPOR BARRIERS FOR FLOORS AND CEILINGS OF 151b. BUILDING PAPER OOVERIN65 MADE FOR THAT PURPOSE. wz OR KRAFT PAPER, FOIL BACK OR KRAFT BACK INSULATION AND 4 MIL POLYETHYLENE ON z J WARM SIDE OF INSULATION. 1. ALL GLAZING SHALL BE DOUBLE UP TO 17% OF THE EXTERI01, WALL AREA. IT MAY BE 16% Ib. ALL JOISTS PARALLEL TO PARTITIONS OVER HEADERS SHALL BE DOUBLED. DOUBLE GLAZED AND 1% SINGLE GLAZED TO PERMIT A SINGLE GLAZED SIDELIGHT OR LANDSCAPING 3 GLAZING IN A DOOR. IF GLAZING EXCEEDS 17% OF WALL AREA, TRIPLE GLAZED WINDOWS a) s $ 17. INSTALL TRUSS TIE-DOWNS AT EACH RAFTER TAIL, H-25 OR EQUAL. SHALL BE USED OR 2x6 STUDS WITH R-M INSULATION IN WALL5 OR ADDITIONAL INSULATION IN t FLOOR AND CEILING. ALL GLAZING SHALL COMPLY WITH U.S. CONSUMER PRODUCTS SAFETY I. CARE SHOULD BE TAKEN THAT THE FINISH GRADE BE SLIGHTLY SLOPING AWAY FROM THE w I8. DECK AND BALCONY GUARDRAILS TO BE MINIMUM 56" HIGH WITH MAXIMUM OPEN SPACES 50 COMMISSION. BUILDING DISTANCE OF APPROXIMATELY 6 FEET. THAT A q" SPHERE CAN NOTTHROUGH. STAIR RAILING TO LOCATED NOT THAN 30" NO MORE THAN 34" ABOVEE TREAD NOSING. RAILINGS TO BE BUILT TO WITHSTANDND A 2 ALL SKYLIGHTS WITHIN DWELLING TO BE DOUBLE GLAZED. IF JOB BUILT, A 1/I6" PLASTIC 2. MAINTAIN A MINIMUM OF 6" CLEAR BETWEEN FINISH GRADE AND WOOD SIDING. TB MINIMUM LOAD OF 2011bs./LINEAL FOOT PERPENDICULAR TO THE RAIL. PANEL MAY BE APPLIED TO INSIDE. ALL GLASS IN SKYLIGHTS SHALL BE WIRE GLA55 OR TEMPERED GLASS, MIN. THICKNESS 7/32". APPROVED PLASTICS MAY BE USED. 3. ALL GLAZING WITHIN IS" OF FLOOR OR WITHIN 12" OF A DOOR TO BE TEMPERED GLASS OR MISCELLANEOUS PROTECTED BY MEANS OF A SOLID BARRIER RAILING, 56 FROM FLOOR. 4. SLIDING GLASS DOORS TO BE TEMPERED GLASS. 1. VENT ALL CLOTHES DRYERS TO OUTSIDE. 5, ALL EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 50. FT. MIN. NET OPENING HEIGHT SHALL BE 24". MIN. NET WIDTH 20' WITH 2• ALL WINDOWS TO BE MANUFACTURED BY ANDERSON WINDOW CO. FINISHED BILL HEIGHT NOT MORE THAN 44" ABOVE THE FLOOR. C HEATING AND AIR CONDITIONING W I. DUE TO CLIMATIC VARIATIONS IN LOCATION, BUILDER OR HEATING CONTRACTOR TO PROVIDE ~ � r HEAT L055 CALCULATIONS AND LAYOUT. � i 2. HEATING TYPE AND FUEL A5 SELECTED BY OWNER. BUILDER TO MAKE NECESSARY CHANGES IN PLAN TO ACCOMMODATE CHIMNEYS, VENTS, ETC,. TO BE LOCATED AND INSTALLED AS Q REQUIRED. d 3. ALL DUCTS TO BE INSTALLED WITHOUT IMPINGEMENT ON BUILDING SURFACES. Z m + m O N O 7 O p E a � N project no.: 000204 W date: 5/01/00 scale: AS NOTED drawn by: CPH C checked by: TRC D --V/. . A=9 5 9 of pko Dh r- / FES51 ate„ DECK - - -� - -- - --� - - �� --- - - -- ---- - -�-- - - no. date: revision — — - \ 1 12/26/00 STRUCTURAL wP / / I O Iff I l II II II II 11 II I � I II II II II I, II I ----' `--- -' rr = =lil rr == 77 FF 71 I 1 II II II II II 11 II / I _ � -- - - ---- --- -� ii50L� A�RIPUMii u•- I� r- - -_-- -wP-- - WP J L—=J lL= wJ iso Li1GF1 - - 4 GFi _ VAULTED LIVING ROOM � I _ _ \ VAULTED 1 �- / \ ` GFI \ \ _ —hZ F/L VAULTED �- NOOK - � Tv o_ L KITCHEN 10 W MASTER SUITE / o . 1 FA I I IL _J IL -J I O �O x O Oo° < / - -/ I I k Q POWDER ROOM PANTRY I GFI A'-O" GL6. GFGFI Ir y 1/ T GFI GFO�BATH O � GF _ GFI , i 0 WP BATH Z BEDRM 3 T.E. VAULTED I i d ,,{ \ ENTRY P \� \ -� y 04, J - - \ GFI O 1 FFFCy��� GF O GFI J r Tv V F VAULTED /�'� 1 11 z od — J o N GFl / ++ 0N IN LLI - -- - T BEDRM 2 �� — �� I / G � / - - I I k4 yb VAULTE L _ _ _ L - _ _ _ �FILE/CUE �f 0 dd / GFI UTILITY r wP r I 101 "d a - GFI GFI \ W Z GL. 11 w > \ w COVERED I/ YWPPORCH J GFI91 / I / \ I GFl CFI GFl I II 3-GAR GARAGE / I / GFI '1 GD I II GFI cFlx GD / I ELECTRICAL SYMBOLS AND DESCRIPTIONS I / I SYMBOL DESCRIPTION / SYMBOL DESCRIPTION BRANCH CIRCUIT, LOCAL SWITCH CONTROLLED-# OF TICS = $ OF WIRES 0CEILING OUTLET I �GG1 BRANCH CIRCUIT WITH CONTINUOUS GREEN GROUND CONDUCTOR 0- WALL MOUNTED FIXTURE OUTLET WP WEATHERPROOF GFI / / I ® RECESSED INCANDESCENT LIGHTING FIXTURE / I / 9 -9-�- CEILING MOUNTED TRACK LIGHT FIXTURE VP VAPOR PROOF r / F F-- -- -- ---- -- - -- J SURFACE MOUNTED EXIT LIGHT WALL MOUNTED FLUORESCENT LIGHTING FIXTURE EC EMPTY CONDUIT Q~] AFF ABOVE FINISHED FLOOR r L -_ - - - / -- _ — / ® - -- - - ---- - -- F/L CEILING FAN/LIGHT COMBINATION T. TOILET EXHAUST FAN d C _ _ ® FIRE ALARM STATION - ADA MOUNTING EXIT LIGHT WITH DIRECRIONAL ARROW } FIRE ALARM HORN/STROBE DUPLEX CONVENIENCE RECEPTICLE cg F DOUBLE DUPLEX CONVENIENCE RECEPTICLE T+1 FIRE ALARM STROBE LIGHT Z _ RECEPTND SMOKE DETECTOR - CEILING TE O DUPLEX IG.E WITH DEDICATED ISOLATED GROUND CONDUCTOR TYPE N 3 DBL DUPLEX RECEPTACLE W/ DEDICED ATISOLATED GROUND CONDUCTOR :: �„ O Go- SMOKE DETECTOR - DUCT TYPE m PORCELAIN LANvPHOLDER xQ MAGNETIC DOOR HOLDER 4D _ NEW EMERGENCY LIGHT BATTERY - 2 OR THREE HEADS AS SHOWN = 7 GFI DUPLEX RECEPTACLE WITH INTEGRAL Rma GFI ;? 0 SPECIAL RECFPTICLE (SEE DRAWNGS) �S-` STROBE LIGHT WIRING IN CONDUIT - FIRE ALARM CL ca �G� BRANCH CIRCUIT WITH ISOLATED GROUND Q_ CLOCK OUTLET TELEPHONE OUTLET - WALL MOUNTED �SD� SMOKE DETECTOR WIRING IN CONDUIT - FIRE ALARMof E DATA OUTLET �- EXISTING MOTION SENSOR EXISTING EMERGENCY LIGHT BATTERY UNIT SIMPLEX CONVENIENCE OUTLET JUNCTION BOX, CEILING MOUNTED Coo RECEPTACLE ABOVE COUNTER project no.: 000204 JUNCTION BOX, WALL MOUNTED TV- TELEVISION OUTLET (CABLE AND/OR DSS) E LEGTR I C AL. PLAN JUNCTION BOX- CONN. TO EOUIPT. AS REOD. PI TEL/DATA - 4 PAR CAT 3 CABLE TO TACO. date: S/O1IOO SWITCHU), LOCAL SWITCH, LOWER CASE LETTER INDICATES CONTROL VC - VACUUM CLEAVER RECEPTACLE scale: AS NOTED SGALE: I/4"=11-0" 2 � GANG p� PUBLIC TELEPHONE OUTLET - 5'-0" A.F.F. (n 2 GA 8 PILOT LIGHT �L SMOKE DETECTOR - CEILING TYPE - LOCAL SMOKE ALARM SYSTEM drawn by: CPH P HEAT / APTS. ONLY 3cn 3 WAY SWITCH checked by: TRC K(n KEY OR LOCK SWITCH ID D APARTMENT INTERCOM SYSTEM PULL BOX LOCAL DISCONNECT SWITCH, FUSED OR UNFUSED AS INDICATED ® PROPERTY LINE ® COMBINATION SWITCH TV) SWITCHUFs UNDERGROUND MOTOR, NUMERAL INDICATES HORSEPOWER EWH ELECTRICAL WALL HEATER ELECTRICAL PANELBOARD HPnw HEAT PUMP / 'NHRU WALL A/C UNIT ELECTRIC SITE MANHOLE E 1 2A-3.4., HOME RUN TO PANEL - PANEL 2A CIRCUIT NUMBERS 3 & 4 —` BRANCH CIRCUIT, PANEL CONTROLLED GD ELECTRIC GARAGE DOOR OPENER W/ REMOTE CONTROL 5 " ° 1 of 1 ROFEsslu�>a 9