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HomeMy WebLinkAbout22961-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-24623 Date SEPTEMBER 11, 1996 THIS CERTIFIES that the building NEW DWELLING Location of Property 900 LITTLE BAY ROAD ORIENT, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 20 Block 3 Lot 11.8 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 8, 1995 pursuant to which Building Permit No. 22961-Z dated AUGUST 22, 1995 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 TWO STORY ONE FAMILY DWELLING WITH ATTACHED DECKS BOTH FIRST & AND SECOND FLOOR AS APPLIED FOR. The certificate is issued to THOMAS RAFFERTY & DIAN PICKOFF (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL-R10-95-0062-AUG. 30, 1996 UNDERWRITERS CERTIFICATE NO.—N-389482 - JUNE 24, 1996 PLUMBERS CERTIFICATION DATED SEPT. 6, 1996-HARDY PLUMBING & HEATING i Building Inspect Rev. 1/81 FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD,N.Y. BUILDING PERMIT )THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) NP 229612 Date...........,(J ..!':.................................. 19...9 Permission Is hereby grante tot to ... �! ... ..,.../.....�� ..... .OJ t� cr............... ...............% . , /................. �-� ..........1s.....,.. ... /.......... � ... .�........ .1� � #/...-..Cf7 - r� / .... ... D/...�.,C ...... / tlY, .........A'.w' O.'x. /��4r.��P... 1......�. ..... `.q,5�.............................................. at premises located at...... ........ e� LG ... ... 4 ....... Sl✓.................................... 0XV�Y/....................................................................... County Tax Map No. 1000 Section ....47W............ Biock........�? ......... Lot No. .......... pursuant to application dated ... ....... ...............•..... 19...� , and approved by the Building Inspector. Fee ...................... / Build ng Inspector Rev. 6/30/80 J TEL. 76--1802 •�C;,,;;—,. CV. TOWN 0Y` SOUTFIOI.I7 OFFICE OF IIIJILDINd INSPECTOR r yr'.tiCA rx k P.O. 130.. .28 ti TOWN Ii:.LL SOUTHOLD, N.Y. 11971 E; 4 ..t .�`?,_ • 0 zs yb �i ;,�� _ SFP 6 1nnc C ); R T I F 1 C A T I O I7 Dates C)9�0 Building Permit No. � Owner (please print) PlusbeA.1 kv,� YK _� Y\ e-��iQ" (plea print) N I certify that the solder used in the water supply system contains less than 2!10 of 1% lead. (plumber 's signature) Sworn to before me this/ / 19 (96 Rotary Public Nota-.** Pvh:iC 1 L/ Couni.y Wo ary Pu 10,StatNE e No.4951364 Now York Qualified in Suffolk County Commission Expires Mey 22, 99 111—I + TH9� NEWI:'YORK BOARD OF 1FIREIIUND RWRITERS,; loll eAGEli ill Il m, . 1 1�- il 2t 195099 ill ,ill III '1 h BUREAU OF ELECTRICITY L I I ��( ��( `i �( � i 11� l `71h ' , IIi 1115. ,� 85 JOHN STREET," YORK NYI, 70038 llil I 'y ,lLa Ilf . Date JUN ilj; 4,19961 ,I AppliaptionNo.onfife 1032 6/9 �1iIII! I' ".4 N y3$94� � 1�1f1 :41,rHIS CERTIFIES THA tlI� 11.'. PERMIT NO. 229612 `1T(� I ,!'lii 1 " ' , '' I „I{ilip ..� 'pnly the electrical equipme Loa deecribad below and introduced by the applicant nomad on the obopei oppfscation number m the premsaeaio (( �i' " THOMAS RAFFERTY,"1$00 LITTLE' SAY tIOAD, ORIENT, N.Y. s. ly "!(I!` � f� in thefollowinll location '-�0 Basement � IstFl. ,2nd Fl. OUT Il I .ISertion Bloek 'Zot Ilti lfq '" andfound to be in compliance with the National Electrical Code. .(uvas examined on JUNF�. 19,7.996 .� v _" r h �.,t1 a yin i$ §FI%TURF '!-D' )' FIXTUkES ' RANGES COOKING DECKS x1110VEN5WASHERS EXHAUST FANS ECEPTACLES SWITCHES OUTLETS INCANDESCENT FIUORESCENi OTHEfl AMi. K W. AMi N W AMi KW Am K W " AMi. H PIT F. 6 Ii(i -ti ili �yi! ill �! sil �l- I I 1 'l11 i*2 1131 36 371, 31 ;1- DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT TIME ClOCNS gEl[" UNIT HEATERS MULTI-OUTLET LE1 DIMMER511,-' - SYSTEMS IAMT. K.W. 011 N P'-= 'GAS H.I AMT. NO. A.W.O. AMi. MIP, iwT. AMPS TRANS I "Ami H.P. ' NO.OF FEET '�'Ni. WAiT�I' r °1CSERV ICE DISCONNECT lil�MlTFR SIi*� I. , E R +i V,q"I;_, IC Il.tl ,Lhl 11C ':-�I' E , it EQUIP, NO'01ER�COND. OF CC COND NO OF HI LEGIH OF HI IEC NO OF NEUiAAIa Op Ei WII` �' AM7..1 AMP. TYPE�I 1,e 1W IAr W 393VI 3�e AW i (L2t 150.. fiC lillx'11 ' �' nit, 2/8 litillli,'i ,'I.Iii !I is fj(ill( �l2l .I' ,i1 .I 1/@lf3lfll l: _ I� OTHER,APPARATUS:. iI III" ,! IIl, t. s { 2( k :WELL. PUMP—1 Ii.Illill IIs, i� sr III IIID( l " HEAT PUMP 60A��ilt' � hi L ,-NOTOM I—F P'1114-5 H.P. ,I—F H. P. �! II :, X1111111 IV �I , i1 ht U 1� PANELBOARDS fIriCIR. 60. . it h u ni 6 :ELECT WATERII�E1�xERS: : 2-45, K.W� II_ li III ll1_ i � . 11 ,. if ;lx' rl �li11 1l1:.iilifnl 't7. li � ' ,i 1h`,: 111111111i(I —5 it 11 `. . r+ 'SMOKE DETECTOR111',4 _ Il TRACK LIGHTING 40 1U; iG1.' hT l It i ILII{I. (3 COTI't.1T1 d OonPd5 u� ._Ih:Vl illi GEN AG 11111W--dil. L1,1 . J >i- C'li ,. � IlJlii��iTiil� r{ f, 'This certificate must not be'altered in any manner; r^turn to the affice of the Board if incorrect.-- Inspectors may be identified by their credanhdls. THE , NEW �YORK BWAD OF. ,FIRE,���1,UND'E�RWRITERS � �",'� �� 'PAG�"' `11 M 75 1195099 1§UREAU:'0F ELECTRICITY N STREET, NEW YORK, 05 JOH t N!,�fa9482 a IF IfIti 24,3_996 Applicaticul onfile 110321P,6/9�--�il PERMITtNO. 229612 -ITHIS CERTIFIES THA*11� 0, �'ipnly the electrical e9u1pWF,&,t,as described below and introduced the applicant nomed,prithe,lb ',qppqcat on number in the are z, W1`ERTY,:t!? N.Y. ,�O LITTLE BAY �QAD, ORIENT, 'M '"i In thefollowing location; El Basement E I.,,t Fl. 2nd Fl. OUT :-M%rtion Block ��Jot illl .1 was examined on JUNE: 19,1996, andfoundto be in compliance�witftthe,bi"onwul Electrical Code. �11 FIX FIXTUUES I RANGES ICOOKING DECKS I 11I�OVENS I DISHWASHERS EXHAUST FANS %% �ICEPTACLESJ SWI��C'HES I i, �PliK.W."'ll OUTLETS OTHER W1. X.W. AMV','1l�K.W.­jl It AMT.'�J` K.W.�!I MI. J,llitl.P.�Il 0". ff�A! i!-7T Q.T10(i DR DR IRS FURNACII'MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT TIME CLOCK ULB11 UNIT HEATERS MULTI-OUTLET DjMMFRSTiik` BE SYSTEMS,�,: — -._ T. 'WAIT I �IAMT. K.W. I OIL I H.PJ';-j!IrAS H.P. AMT. NO. I-A.W.G. AMT. AMP. TEA Ill P.- 1,NO.OF RET: P, NECT:� �ll 4, R vl SERVICE DISCON 5 19 MEN' "Pe'; !I EQUIP I X 2WI 11;3W 1 3 0 3W 130 A N6.tOFNEUTRA1$ A.lh'. :I'- CCAICOND O.D. iT; OF HI-EG OF NEUT ;T ER 0, dC�tO ­tv - 1'.1 I �V OTHER APPARATUS:,, 'W "$I, If 6, �J_':, V . .... 'Eiz!T, 'iti I I:Vi! I �MflMF 0', JIM;'SAGEiELEC, INC-.�L -it",�LIC.#3635E 21 PLACE 350 MAR N GREEN�Q NY, 11944 AGIN ny return to tiititficIkite of the Rollud if I, _rdlw 1, s certificate must'nor i��red In a ''manner Albert J. Krupski,Presidenth�0 �Gy Town Hall John Holzapfel, Vice President c 1 53095 Main Road x William G. Albertson y P.O. Box 1179� ^+ Martin H. Garrell ,t, `� Southold, New York 11971 Peter Wenzel ��( �a� Telephone (516) 765-1892 Fax (516) 765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 15, 1995 Thomas Rafferty Little Bay Road AUG - $ Orient, NY 11939 Re: SCTM #20-3-11 . 8 Dear Mr. Rafferty, According to the information given, a copy of the survey submitted, and an on-site inspection, the Southold Town Board of Trustees have found this project out of our jurisdiction under the Town Wetlands Ordinance. If you have any questions, please call our office. Yours truly, / Albert J. Krupski, Jr. President, Board of Trustees CC. Bldg. Dept. CAC Planning Brd. 1b, AJK/djh W20-1 (8187)-9d New York State Department of Environmental Conservation afta NOTICE The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator Permit Number /10 ft0l07 ' .0 ROBERT A, GREENE Expiration Date 514t5 149 NOTE: This notice is NOT a permit PAUL DURAND, P.E. , S.E. 3045 ALTA LAGUNA BOULEVARD LAGUNA BEACH, CA. 92651 714-376-2022 PHONE & FAX --------------------------------------------------------------- RAFFERTY/PICKOFF RESIDENCE LONG ISLAND, NEW YORK BY c - HAIKU HOUSES 1 250 NEWPORT CENTER DRIVE ti NEWPORT BEACH, CA. STRUCTURAL CALCULATIONS TABLE OF CONTENTS PAGE ROOF PLAN 1 ROOF FRAMING PLAN 2 ROOF LOADINGS 3 UPPER LEVEL PLAN 6 UPPER LEVEL FRAMING 7 LOWER LEVEL PLAN 13 LOWER LEVEL FRAMING 14 FOUNDATION 15 LATERAL of NEW YQ 17 CO tj 4'F � m w e ESSIONP� PAUL DURAND, P.E., S.E. TITLE: J�LA!d SHEET OF LZ DATE: t i i I I 1i II i I4 t a TITLE: 19 �, SHEET-,OF z- PAUL DURAND, P.E., S.E. TITLE. _ AM ftAN1!IJ* SHEET 2 OF 22 DATE: i ly EEL - io � I r v'• v r - _ o � I i . T-10" 4'-6' 6'-6" I 6'-6' 4'-6" T-10' 2'-0" ' 21-0" 41'-8" TITLE: SHEET g OF Z� PAUL DURAND, P.E., S.E. TrrLE. SHEET 3 OF DATE. PL 1 f oc�U I 2 � v � s TITLE: SHEETS+ OF 2Z SAWED WOOD BEAM CALCULATIONS TRIANGULAR LOADING ------------------------------------------------------------------------ JOB: RAFFERTY/PICKOFF ROOF FRAMING ------------------------------------------------------------------------ MARK: H1 SPAN= 18 ft Wtot = 2916 ------------------------------------------------------------------------ Fb= 1250 wdl = 180 Va= 95 wll = 144 E= 1700000 bact= 3:50 Sreq= 65 77 =Sact O.K. hact= 11.50 Areq= 31 40 =Aact O.K. R1 = 972 I240= 250 444 =Iact O.K. R2 = 1944 I360= 167 O.K. ------------------------------------------------------------------------ WOOD BEAM CALCULATIONS POINT LOADING ------------------------------------------------------------------------ JOB: RAFFERTY/PICKOFF ROOF FRAMING ------------------------------------------------------------------------ MARK: RB SPAN= 13.00 ft P= 1217 lbs ------------------------------------------------------------------------ Fb= 1250 psi xP= 6.5 ft. Va= 95 psi bact= 3.5 in. E= 1700000 psi hact= 9.5 in. Sreq= 38 53 = Sact O.K. R1= 608.4 lbs. Areq= 10 33 = Aact O.K. R2= 608.4 lbs. I240= 87 250 = Iact O.K. I360= 131 O.K. ------------------------------------------------------------------------ MARK: FB SPAN= 14.00 ft P= 806 lbs ------------------------------------------------------------------------ Fb= 1250 psi xP= 4.5 ft. Va= 95 psi bact= 3 .5 in. E= 1700000 psi hact= 7.5 in. Sreq= 24 33 = Sact O.K. R1= 547.2 lbs. Areq= 9 26 = Aact O.K. R2= 259.2 lbs. I240= 56 123 = Iact O.K. I360= 84 O.K. ------------------------------------------------------------------------ 4- 22- BEAM CALCULATIONS CANTILEVER LOADING ------------------------------------------------------------------------ JOB: RAFFERTYJPICKOFF ROOF FRAMING ------------------------------------------------------------------------ MARK: l'{. BACKSPAN= 18.00 ft w1= 130 plf CANTILVR= 10.00 ft w2= 130 plf CANTILEVER POINT LOAD: P = 0 lbs ------------------------------------------------------------------------ SIMPLE R1 = 1170.0 lbs CANT. R1 = 808.9 lbs _ REACTIONS R2 = 1170.0 lbs REACTIONS R2 = 2831.1 lbs --------- --------- 2340.0 lbs O.K. 3640.0 lbs O.K. R1 x R2L R2R --------- -------- -------- --------- 809 6.22 -1531 1300 <---SHEAR DIAGRAM 2517 6500 <---MOMENT DIAGRAM 1170 SIMPLE SPAN SHEAR 5265 SIMPLE SPAN MOMENT 1531 = DESIGN SHEAR (#) 6500 = DESIGN MOMENT (#-ft) ------------------------------------------------------------------------ Fb= 1250 psi bact= 5.5 in Va= 95 psi hact= 11.5 in E= 1700000 psi Sreq= 62 121 = Sact O.K. Areq= 24 63 = Aact O.K. I240= 562 697 = Iact O.K. I360= 842 N.G. MARK: RR BACKSPAN= 13.00 ft w1= 187 plf CANTILVR= 7.50 ft w2= 187 plf CANTILEVER POINT LOAD: P = 0 lbs ------------------------------------------------------------------------ SIMPLE R1 = 1216.8 lbs CANT. R1 = 812.2 lbs REACTIONS R2 = 1216.8 lbs REACTIONS R2 = 3023.9 lbs --------- --------- 2433.6 lbs O.K. 3836.1 lbs O.K. R1 x R2L R2R --------- -------- -------- --------- 812 4.34 -1621 1403 <---SHEAR DIAGRAM 1762 5259 <---MOMENT DIAGRAM 1217 SIMPLE SPAN SHEAR 3955 SIMPLE SPAN MOMENT 1621 = DESIGN SHEAR (#) 5259 = DESIGN MOMENT (#-ft) ------------------------------------------------------------------------ Fb= 1250 psi bact= 3.5 in Va= 95 psi hact= 11.5 in E= 1700000 psi Sreq= 50 77 = Sact O.K. Areq= 26 40 = Aact O.K. I240= 332 444 = Iact O.K. 0p c'n- �iZ-- I360= 498 N.G. I • III NNNNI"IINIIININI�_II�IINII�,IIII IIIIIIIIIIIiilllil�� iTT. 1 - — .. it � II -1 n o II JINNI ---- �0 � ouuu■ u�� ��- n � NSIt ii�iii �i.ii •.�©u�...... ■u.o. II i ulu.ru..umiu....uuu ..... N IINIIIIININIIJ�, PAUL DURAND, P.E., S.E. TITLE: ! _�I�P fi !is f? SHEET OF Z9— DATE. ��—i I seg •� �- � .;;� � l �t> .�-+,° E2. rLT to 14- ��tto/ I 'rI R4 TITLE: e-00?-- SHEET-�gL—OF 22— BEAM CALCULATIONS CANTILEVER LOADING ------------------------------------------------------------------------ JOB: RAFFERTY/PICKOOF FLOOR FRAMING ------------------------------------------------------------------------ MARK: FJ1 BACKSPAN= 13 .00 ft w1= 150 plf CANTILVR= 7.00 ft w2= 204 plf CANTILEVER POINT LOAD: P = 0 lbs ------------------------------------------------------------------------ SIMPLE R1 = 975.0 lbs CANT. R1 = 590.5 lbs REACTIONS R2 = 975.0 lbs REACTIONS R2 = 2787.5 lbs --------- --------- 1950.0 lbs O.K. 3378.0 lbs O.K. R1 x R2L R2R --------- -------- -------- --------- 591 3.94 -1359 1428 <---SHEAR DIAGRAM 1162 4998 <---MOMENT DIAGRAM 975 SIMPLE SPAN SHEAR 3169 SIMPLE SPAN MOMENT 1428 = DESIGN SHEAR (#) 4998 = DESIGN MOMENT (#-ft) ------------------------------------------------------------------------ Fb= 1250 psi bact= 3 .5 in Va= 95 psi hact= 9.5 in E= 1700000 psi Sreq= 48 53 = Sact O.K. Areq= 23 33 = Aact O.K. I240= 227 250 = Iact O.K. I360= 341 N.G. MARK: FJ2 BACKSPAN- 13.00 ft wl= 75 plf CANTILVR= 7.00 ft w2= 204 plf CANTILEVER POINT LOAD: P = 0 lbs ------------------------------------------------------------------------ SIMPLE Rl = 487.5 lbs CANT. R1 = 103 .0 lbs REACTIONS R2 = 487.5 lbs REACTIONS R2 = 2300.0 lbs --------- --------- 975.0 lbs O.K. 2403 .0 lbs O.K. R1 x R2L R2R --------- -------- -------- --------- 103 1.37 -872 1428 <---SHEAR DIAGRAM 71 4998 <---MOMENT DIAGRAM 488 SIMPLE SPAN SHEAR 1584 SIMPLE SPAN MOMENT 1428 = DESIGN SHEAR (#) 4998 = DESIGN MOMENT (#-ft) ------------------------------------------------------------------------ Fb= 1250 psi bact= 3.5 in Va= 95 psi hact= 9.5 in E= 1700000 psi Sreq= 48 53 = Sact O.K. Areq= 23 33 = Aact O.K. I240= 114 250 = Iact O.K. ZZ I360= 170 O.K. BEAM CALCULATIONS CANTILEVER LOADING ------------------------------------------------------------------------ JOB: RAFFERTY/PICKOOF FLOOR FRAMING ------------------------------------------------------------------------ MARK: DJ1 BACKSPAN= 13.00 ft w1= 801 plf CANTILVR= 7.00 ft w2= 920 plf CANTILEVER POINT LOAD: P = 0 lbs ------------------------------------------------------------------------ SIMPLE R1 = 5206.5 lbs CANT. R1 = 3472.7 lbs REACTIONS R2 = 5206.5 lbs REACTIONS R2 = 13380.3 lbs --------- --------- 10413.0 lbs O.K. 16853.0 lbs O.K. R1 x R21, R2R --------- -------- -------- --------- 3473 4.34 -6940 6440 <---SHEAR DIAGRAM 7528 22540 <---MOMENT DIAGRAM 5207 SIMPLE SPAN SHEAR 16921 SIMPLE SPAN MOMENT 6940 = DESIGN SHEAR (#) 22540 = DESIGN MOMENT (#-ft) ------------------------------------------------------------------------ Fb= 1250 psi bact= 11 in Va= 95 psi hact= 13 .5 in E= 1700000 psi Sreq= 216 334 = Sact O.K. Areq= 110 149 = Aact O.K. I240= 1213 2255 = Iact O.K. I360= 1820 O.K. ------------ WOOD BEAM CALCULATIONS DISTRIBUTED LOADING ------------------------------------------------------------------------ JOB: RAFFERTY/PICKOFF FLOOR FRAMING ------------------------------------------------------------------------ MARK: FJ3 SPAN= 13.00 ft w= 75 plf ------------------------------------------------------------------------ Fb= 1250 psi bact= 1.5 in Va= 95 psi hact= 9.5 in E= 1700000 psi R = 487.5 lbs Sreq= 15 23 = Sact O.K. Areq= 7 14 = Aact O.K. I240= 44 107 = Iact O.K. I360= 65 O.K. ------------------------------------------------------------------------ BEAM CALCULATIONS CANTILEVER LOADING ------------------------------------------------------------------------ JOB: RAFFERTY/PICKOFF FLOOR FRAMING ------------------------------------------------------------------------ MARK: FB2 BACKSPAN= 13.00 ft w1= 801 plf CANTILVR= 7.00 ft w2= 920 plf CANTILEVER POINT LOAD: P = 0 lbs ------------------------------------------------------------------------ SIMPLE R1 = 5206.5 lbs CANT. R1 = 3472.7 lbs REACTIONS R2 = 5206.5 lbs REACTIONS R2 = 13380. 3 lbs --------- --------- 10413.0 lbs O.K. 16853 .0 lbs O.K. R1 x R2L R2R --------- -------- -------- --------- 3473 4.34 -6940 6440 <---SHEAR DIAGRAM 7528 22540 <---MOMENT DIAGRAM 5207 SIMPLE SPAN SHEAR 16921 SIMPLE SPAN MOMENT 6940 = DESIGN SHEAR (#) 22540 = DESIGN MOMENT (#-ft) ------------------------------------------------------------------------ Fb= 1250 psi bact= 11 in Va= 95 psi hact= 13.5 in E= 1700000 psi Sreq= 216 334 = Sact O.K. Areq= 110 149 = Aact O.K. I240= 1213 2255 = Iact O.K. I360= 1820 O.K. 22- PAUL DURAN% P.E., S.E. TFFLE: 1.41 { eiWIZ- 19k SHEET OF 2 DATE: W , ? 0 I 0 _ W _ -4 0 �llli- N I iv 9" TYP 6" TYP i '-9 13'-0" TYP 6'-0" 5'-8" 36'-I" TITLE: II�,.� �I/ L JAI146t SHEET ,+ OFA PAUL DURAND, P.E., S.E. TITLE. Y�FiU Ly'I� � SHEET OF��- DATE. X l Ct OF POST T P Eml `j• 'LTJ r 0 i I � ' j--� j- - I 5'-II" I 7'-10" I 13'-0" ( 13'-0" I 8'-7" ! 26'-0" TITLE: ICU gY1P' OV4 SHEETJAS OF 28. PAUL DURAND, P.E., S.E. TITLE. SHEET I L OF DATE: 77- t-" TIME:, RqJ N P,4:r It'kj SHEET t�ff ?-7- l r oil .��i�ic��i�i I' . n r. •Sig j � I STUDY BUILT-IN SHELVIES HEAT OUTI ET--i II , 0 . r r �• I 0 ., Me M1'M �11961� _ 1 .m...."....j�i`�Ilfl�l�� IIBBIG� WIIIINII�I l_711L' IIIIIIIN� © o _ IIIIf�N1111W1111 IIBEDROOM #2ID IMASTER BEDROOM P4 HEAT OUTLET HE -- OUATTLET ' • I ����I� ,I offs■ ■O,■.■■■■■■. WIN boom ...�._ ...:.111 offs■■.... - o ....,. ........ E1111�1� �".. ■�■�.'Q■■■■7■ mor■ MEN0 ET IN mm p o p �".: PAUL DURAND, P.E., S.E. TITLE. SHEET g OF 29, DATE: V� iz� 4 '.w g-,"V V � ,0? (1o4-10) a 32,2. d 7- 4-t Gz"- TITLE: rla'I �� SHEET-j!�—OF :1 HAIKU POLE RELATIVE RIGIDITY PROJECT: RAFFERTY/PICKOFF ------------------------------------------------------------------------ UPPER LEVEL TOTAL LATERAL FORCE = 8400 lbs FORCE TOTAL DIA(in) NO HT(ft) RIGIDITY RELRIG BRIG/POLE PERPOLE POLFORCE ------------------------------------------------------------------------ 14 8 10 0.0262 0.988 0.124 1038 1838 14 1 22 0. 0003 0.012 0.012 97 897 ------------------------------------------------------------------------ TOTALS: 9 0. 0265 1.0000 ------------------------------------------------------------------------ LOWER LEVEL TOTAL LATERAL FORCE = 7200 lbs INPUT FORCE DIA(in) NO HT(ft) RIGIDITY RELRIG RRIG/POLE PERPOLE Xbar ------------------------------------------------------------------------ 14 8 8 0.0512 0.889 0.111 800 9.13 14 1 8 0.0064 0.111 0.111 800 9 .52 ------------------------------------------------------------------------ TOTALS: 9 0.0575 1.0000 Rigidity = 1/Delta = 3*E*I/lA3 ------------------------------------------------------------------------ SUMMARY ------------------------------------------------------------------------ TOTAL DIA(in) POLFORCE Xbar ----------------------------------- 14 1838 9.13 14 897 9.52 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 Use Total Pole Force and "xbar as inputs to the Pole Lateral Bearing Design program. ,zo Opp- Z Z POLE LATERAL BEARING DESIGN ------------------------------------------------------------------------ P = 1838 Applied lateral force (lbs) V = 20000 Applied vertical force (lbs) S1 = 400 Allowed lateral bearing pressure per Table 29-B, UBC or soils report b = 2 .50 Dia. concrete backfill (ft) = actual *1 .5 by = 1.17 Diameter of wood pole (ft) h = 9 . 13 Distance above resisting surface to "P" (ft) dtrial = 6.00 Depth of embedment (ft) , but not over 12 ft. ------------------------------------------------------------------------ d = 4 .89 (must match dtrial) ------------------------------------------------------------------------ where d = A/2*(1+(1+(4. 36*h/A) )A.5) and A = 2. 34*P/(Sl*b) = 1.61 (S1 increased per UBC Table 29-B) ------------------------------------------------------------------------ PILE STRESSES ------------------------------------------------------------------------ Ho = P/b = 735.2 #/ft Mo =P*h/b = 6712.4 #-ft/ft pmax=1.18*(4*Mo+3*Ho*d)A2/(d^2*(3*Mo+2*Ho*d)= 1 . 82 #/ft of diameter E = Mo/Ho = 9.13 E/d = 1 . 52 a/d = (4*(E/d)+3)/(6*(E/d)+4) = 0 .69 a/2 = a/d*d/2 = 1.69 ft (@ Mmax) pmax/(a/2) = 1.07 #/ft of diameter s = 9.42*(2*Mo+Ho*d)/dA2 = 4.67 psf s/d = 0 .78 psf/ft Mmax = Ho*b*d*( (E/d+x/d)-(4*(E/d)+3)*(x/d)A3+( 3*(E/d)+2)*(x/d)A4) Mmax = 17483 #-ft fb = M/Sconc = 79 psi fa = V/Aconc = 113 psi ft = fbconc - faconc = -34 psi < 120 O.K. fc = fbconc + faconc = 192 psi < 900 O.K. Sbfriction = 679 psi < Sl w/ increases O.K. ------------------------------------------------------------------------ POLE STRESSES ------------------------------------------------------------------------ Mmax = P*h = 16781 #-ft fb =M/Spole = 748 psi< 2400*1. 33 O.K. fa = V/Apole = 520 psi< 1200*1. 33 O.K. ft = fbpole - fapole = 228 psi< 2400*1. 33 O.K. ,fc = fbpole + fapole = 1268 psi< 2400*1. 33 O.K. s POLE LATERAL BEARING DESIGN ------------------------------------------------------------------------ P = 897 Applied lateral force (lbs) V = 20000 Applied vertical force (lbs) S1 = 400 Allowed lateral bearing pressure per Table 29-B, UBC or soils report b = 2.50 Dia. concrete backfill (ft) = actual *1.5 by = 1 .17 Diameter of wood pole (ft) h = 9.52 Distance above resisting surface to "P" (ft) dtrial = 6.00 Depth of embedment (ft) , but not over 12 ft. ------------------------------------------------------------------------ d = 3.28 (must match dtrial) ------------------------------------------------------------------------ where d = A/2*(1+(1+(4.36*h/A) )A .5) and A = 2.34*P/(S1*b) = 0.79 (S1 increased per UBC Table 29-B) ------------------------------------------------------------------------ PILE STRESSES ------------------------------------------------------------------------ Ho = P/b = 358.8 #/ft Mo =P*h/b = 3415.8 #-ft/ft pmax=1 .18*(4*Mo+3*Ho*d)A2/(dA2*(3*Mo+2*Ho*d)= 0.91 #/ft of diameter E = Mo/Ho = 9.52 E/d = 1.59 a/d = (4*(E/d)+3)/(6*(E/d)+4) = 0.69 a/2 = a/d*d/2 = 1.13 ft (@ Mmax) pmax/(a/2) = 0.80 #/ft of diameter s = 9.42*(2*Mo+Ho*d)/dA2 = 2. 35 psf s/d = 0. 39 psf/ft Mmax = Ho*b*d*( (E/d+x/d)-(4*(E/d)+3)*(x/d)A3+(3*(E/d)+2)*(x/d)A4) Mmax = 8842 #-ft fb = M/Sconc = 40 psi fa = V/Aconc = 113 psi ft = fbconc - faconc = -73 psi < 120 O.K. fc = fbconc + faconc = 153 psi < 900 O.K. Sbfriction = 679 psi < S1 w/ increases O.K. ------------------------------------------------------------------------ POLE STRESSES -------------------- --------------------------------------------------- Mmax = P*h' = 8539 #-ft fb =M/Spole = 381 psi< 2400*1. 33 O.K. . fa = V/Apole = 520 psi< 1200*1. 33 O.K. ft = fbpole - fapole = -139 psi< 2400*1. 33 O.K. . fc = fbpole + fapole = 901 psi< 2400*1. 33 O.K. d�SIECTION REPORT DATE _ COMMENTS FOUNDATION —( IST) _ I� I{-- �--------- ---- ------- --'-1 II FOUNDATION (2ND) M 0^ RoucN FRAME s _ _--JI �� �. • �.,�., .F : _ PLUMBING Ile_ I LAO H INSULATION PER N. T. - H STATE ENERGY II . I CODE H A 11 4.) ----- FINAL illI--------I{ - ------- �f ----------- -- ------ ---------------------- A--ITIONAL-C E - _-- a r ts M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ } ROUGH PLBG. [ ] FOUNDATION 2ND [ } INSULATION [ ] FRAMING [ ] FINAL f REMARKS: f G f ! i i i 'r i DATE oZ INSPECTO s 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU H PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING [ ] FINAL [ ] FIREPL & CHIMNEY C REMA y 9 DATEINSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ) FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] JNSULATION [ ] FRAMING /IFINAL [ ] FIREPLACE & CHIMNEY REMARKS: z%�-n DATE INSPECTOR v M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY r4 - R ARKS: -a � v ---- � r DATE Gly INSPECT C jj 765.1802 BUILDING DEPT. I NSPECTIO [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE 44 INSPECTO BOARD OF HEALTH . . . . . . 3 SETS OF PLANS . . . . . . . FORM NO. 1 SURVEY . . . . . . . . . . *+ TOWN OFSOUTHOLD CHECK . . . . . . . . . . BUILDING DEPARTMENT SEPTIC FORM . . . . . . . . . . . . . : -- ' TOWN HALL NOTIFY SOUTHOLD, N.Y. 11971 Ax I��3 TEL.: 765-1802 CALL MAIL T0 : Examined . . . . �y . . . ., 19 �� Approved . . . . � . . ., 19� ermit No. Disapproved a/c . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . { iIg- In ecto P ) APPLICATION FOR BUILDING PERMIT Date ,AUGUST 8 1995 INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector,with 3 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets ` or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issued a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to, admit authorized inspectors on premises and in building for necessary inspections. RICHARD SAEITA GENERAL ,CONTRACTOR,INC. , , , , , , , (Signature of applicant, or name, if a corporation) 4 BOOTLEG ALLEY GREENPORT NY. 11944 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Mailing address of applicant) State whether applicant is, owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. GENERAL CONTRACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Name of owner of premises . . THOMAS G. RAFFERTVPW J PICKOFF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Name and title of corporate officer) ALL CONTRACTOR' S MUST BE SUFFOLK COUNTY LICENSED Builder's License No. .13086 HI . . . . . . . . . . . . . . . . Plumber's License No. ,1593P . . . . . . . . . . . . . . . . . . Electrician's License No 3635E , , , , , , , , , , , , , , , , , Other Trade's License No. . . .NA . . . . . . . . . . . . . . . . 1. Location of land on which proposed work will be done. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '1W. .9 6 b. . . . . . . . . . . . . LITTLE BAY ROAD . . . . . . . . . . . . . . . . . . . . ORjF.NT . . . . . . . . . . . . . . . . . . . . . . House Number Street Hamlet County Tax Map No. 1000 Section . . . . .NO. . . . . . . . . . Block . .3. . . . . . . . . . . . . . . Lot .11.$. . . . . . . . . . . . . . \\, Subdivision . . . . . . . . . . . NA . . . . . . . . . . . . . . . . . . . . . . . Filed Map No. . . . . . . . . . . . . . . Lot . . . . . . . . . . . . . . . (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy . . . . . . . .NEW,HOME. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . b. Intended use and occupancy . . . . . .NEW.HOME . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Nature of work (check which applicable): New Building . . . ... . . . . Addition . . .',. . . . . . . Alteration . . . . . . . . . . Repair . . . . . . . . . . . . . . Removal . . . . . , . . . . . . . . Demolition . . . . . . . . . . . . . Other Work . . . . . . . . . . . . . . . (Description) 150,000.00 4. Estimated Cost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fee . . . . . . . . . . .'i. . . . . . . . . . . . . . . . . . . . . . . . . . . (to be paid on filing this application) 5. If dwelling,number of dwelling units . . . . . . . . . . . . . . Number of dwelling units on each floor . . . . . . . . . . . . . . . . Ifgarage, number of cars . . .N.A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I,. . . . . . . . . . . . . . . . . . . . . . . . . . . 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use . . . . NA . . . . . . . . . . . . . . 7. Dimensions of existing structures,if any: Front . . . NA . . . . . . . . . Rear . . . . . . . . . . . . . . Depth . . . . . . . . . . . . . . . Height . . . . . . . . . . . . . . . Number ofStories . . . . . . . . . . . . . . . . . . . . . . . . . . . . .i. . . . . . . . . . . . . . . . . . . . . . . . . . . Dimensions of same structure with alterations or additions: Front PLM. ATTACM . . . Rear . . . . . . . . . . . . . . . . . . Depth . . . . . . . . . . . . . . . . . . . . . . Height . . . . . . . . . . . . . . . . . . . . . . Numberof tones . . . . . . . . . . . . . . . . . . . . . . & Dimensions of entire new construction: Front . . . . . . . . . . . . . . . Rear . . . . . . . . . . . . . . Depth . . . . . . . . . . . . . . . Height . . . . . . . . . . . . .� . Number of Stories . . . . . . . . .� . . . . . . . . . . . . . . . . . . . . . .� . . . . . . . . . . . . . . . . 9. Size of lot: Front . 300 . . . . . . . . . . . . . . . . . Rear . . . . . . . . . . . . . . . . . . . . . Depth . .42.0 . . . . . . . . . . . . . . . . . 10. Date of Purchase . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Name of Former Owner . .',. . . . . . . . . . . . . . . . . . . . . . . . . . . 11. Zone or use district in which premises are situated . . . . xES,IDENTIAL , , , , , , , , 12. Does proposed construction violate any zoning law, ordinance or regulation: AQ . ... . . . . . . . . . . . . . . . . . . . . . . . . . . 13. Will lot be regraded . . . . .NQ . . . . . . . . . . . . . . . . . . . . . Will excess fill be removed from premises: Yxs No 14. Name of Owner of premises TOM 1tAFFERTY , , , , , , , , Address AT4ANTIG .$EACH .AVX . Phone No.516-239.-Q343 . . . Name of Architect .GQRDEN .STEFA . . . . . . . . . . . . . . Address .GAWQPM4 , , , , ,!I.' . , Phone No.714—.M-9499 . . . Name of Contractor .RICHARD SAMA GC INC., , , . Address WENPORT , . . , , ,I.•. . Phone No.51674777.1633 , , , 15. Is this property located within 300 feet of a nidal wetland? *Yes . . . .$ No . . . . . *If yes, Southold Town Trustees PermitPLOTmay be required.ed Locate clearly and distinctly all buildings, whether existing or proposed, and.indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show istreet names and indicate whether ',nterior or corner lot. PLANS ATTACHED r �I .TATE OF NEW YORK, S S 'OUNTY OF . . . . . . . . . . . . . . . . . g y p s and says that he is the applicant (Name of indiviiduuaall signing contract) Dein duly sworn de ose bove named. ieisthe . . . . . . . . . . . .GENERAL.CONTRACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I . . . . . . . . . . . . . . . . . . . . . . . . . . (Contractor, agent, corporate officer, etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this pplication; that all statements contained in this application are true to the best of his knowledge and belief;and that the vork will be performed in the manner set forth in the application filed therewith. Iworn to before me this 8TH AUGUST . . . . . . . . . . . . . . . . . . . . . .day of. . . . . . . . . . . . . . . . . . . . .119 .95 iota ublic, . . . . . . . . . ,SUFFOLK County NANCY T. \/A NOTARY PUBLIC, State of of Now York Q� 4882476ount Qualified to Suffolk C ' (Signature of applicant) Commission Bxpk'bs Jan.20, 19 6aq PLAN SUFFOLK CO. HEALTH DEPT. APPROVAL H. S. NO. 210-93-b2 r -26 ___.------- -fit Y 85 a.o C2EsJ 9.6 ; FNCN. 89 S.TANe 3' C POot.(a) 3 t S MAT `.1 F Y !2°Q l� E K Ys SURVE - — --- - — STATEMENT OF INTENT THE WATER SUPPLY AND SEWAGE DISPOSAL p `• r C CO. SYSTEMS FOR THIS RESIDENCE WILL a � MA 1 �, � _ �AGpt1t� c� a f Tl A / - ] , { j CONFORMTOTHE STANDARDS OF THE SUFFOLK DEPT, OF HEALTH SERVICES t , AT y O cpoou$ - (S} T t[66� gm = tv APPLICANT QRl EENT SUFFOLK COUNTY DEPT. OF HEALTH „+ j0WtJ 01' SouTkOLD Nily. SERVICES — FOR APPROVAL FOR } !a` CONSTRUCTION ONLY i2EStt9ENCE) DATE_ t pj H. S. REF. NO.. xZtd7^ 95-fZ .i f }[! I '! I t .<, ��t$° ' ..r' air g"�g APPROVED +, •1- sry',tT'd'`+�'[., w_S &+# `ry Off.' 'g -- I . - s TP s! I W¢ _ St:P'RG k \ x i SUFFOLK CO. TAX MAP DESIGNATION: z-5rsxgY DIST. SECT, BLOCK PCL. 01'. r 1 �� tio$ f `S+ �`� g f `;,g, �� �` ',' fto. ICO() cIO 4{.8 " �_J ,+ , k 2aa� N� reit L OWNERSADDRtSS �'? -41 -•x 1 l ? ' � ,. � ,fin �' < _ } iA t l V t, msrwat�•^..E .<a, -"¢- x �e t9.mx-+irs� !F, IJ DEED: R '- U. P. j z j t At}of, t Pas ;_S TEST HOLE S60 TAMP ` r p ti ..f'1 SmaY�ron 72O8o a�wool** � - v • iS d (� _ Q'l duce ama c Ea APFA'3.017 AC, LOAM �bcMd NW SW nolbcodd," tlx ansa CLAY tobeavmm c*M ^S R`°rem°eshNneteeM1NaonMY2.i" oNy,to the persatfor,iwmfMauiaa:' 1 ' .�Wepareq antl on ha behalttoero Mlletn r.sh!,gwemmentatt nvortangyygty tenemg Ys;aulmn hs:etl helaen en0 �y i�ltothe= noosofthelen �? n� LS,NtEhit'3E{'J.itJf`.iE 2C3, ?995. SE111995 ���5/1�.-L M'sn Gvaan:eas are erot transrerabia r /", "� to aetl.:ona nstt ions or"bsapuent R o-a ,r V JOLK Z9,I6 � SEAL 4 � JA-0T N65.REFE-2 TO A lli lP#� 5s.10trM G I O1�1 MAP f I"'I&DE FVQ ?CAVID SQAWNS?`G. I yFq C OFP 2 Z'WPOGRAPNYyf TEST ROi,E FROM S�If{V:.v BY Yt�?F3��`�Er m FEB.22 ?. Y 1TySE��aF 5 DATED DEC.14 Coq�cKYay�Gp RODERICK VAN TUYL, P.C. O o xF It,LICENSED LAND SURVEYORS GREENPORT NEW YORK � �Ys o is 266 LAND 7iimyl t'� Y RjNi`?'.rMec+ � ! � - ) tY lv LL � -� � NV. �� - lm TAW V TS _ - ffT11T€3r7$lJ F o �htT£A}7 y ' SRITfAEMATER St"LY ANP£f , AG ptsp SAL ­ 3W.51SY£Sf#3E ,€tYF '1 E. 4.G. SysTES 3 IR tCiFflKATpTME 9TAMDAft0 m_» L- r 513FFCN K ,tD. l7Ef+F, OF HEAi TkF S YtCEs t - is) - NX s,E R V i c E ra F -QEPT. O F#8A T6 4�� APe�aVAL - OUST TtpAkt ( Y Al, DRAT€: : r t DIST 4UPa1. 5$Ci CYGt,: , t« y r �J1A ��✓✓ # PLEASE NOTE Mtnirnurri distance between well l and cesspool is to be 150.feet. 13EED k a w as'aizorvereoii6e�aewr'a�icar - Edueauorr - COPies of this survey map s,,, p ". '.thelamIsurverors,nkedsM4a'.'. t _ embossedsaal shaAxlrotbe st OGnsldlrad . yyt .: .:�� . ', to 0eawdlitl true rqq, GuemMeeS iMicated hereon shaltmn:- "s^'+-"'^' %W onlyto thepevson for whomIyie Mlly-.. - is PWmMIt and onhis beWwth6 ;inst.9m'emmeMe(speacy�q . 'lending aLyYl�ptiMfsW hehMLlO, • t1G :-l�'(k. +,.r_f : - 'y to I Guamee es mewMiq byO. . � � hmeBa af11101 ' 7� nsNlakns NOMpya yy " e � ' vJWE-rase. - +av ;.`- _•; - .-.'-.. r Ga kn u....�.... >"+�k.E.". .. Y� .�.s.... �..,..-1. `.. � r.��,..aa. .ar .�.... . v h.�o:i .�.._"" ��-� }.. ......... . .1: e. , .. ""E —...ren..�C�3. ... �. i. .. � ..... " n. ". , .mar � .. - -.- .... ._� _... � •'.�} � , n,.hv�-S DO NOT PROCEED WITH FRAMING UNTIL SURVEY 6F ION MMIN tOCAT10N NAE BEEN APPROVED. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCC,tJ 'ANCY PLUMBING " ALL PLUMBING WASTE ZAPPRO AS NOTED &WATER LINES NEED DATE: B.P.a G 6TESTING BEFORE COVERING ;1DEPAR ENT AT 72 D AM TO 4 PM FOR THE a a a a PLUMBER CERT/F/CAT/ON 1.FOLLOWING 5-18FOUNDATION INSPECTIONS: DATIONT TWO REQUIRED 4 ON LEAD CONTNT E FOR POURED CONCRETE CERT/F/GATE OF BEFORE 2. ROUGH - FRAMING & PLUMBING SOLD OCCUPANCY 3. INSULATION ER USED/N WATER 4• FINAL - CONSTRUCTION MUST SUPPLY SYSTE BE COMPLETE FOR C.O. MCANNOALL CONSTRUCTION SHALL MEET EXCEED?/,p of t% THE REQUIREMENTS OF THE N.Y. $$$ LET AD. STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS Q or wat PROVIDE OPENN'Id Fdj ftubing is used for ater distributing u EMERGENCY ESCAPE AS "w6m; Piping shall be (� REQUIRED BY PART.1714 OF Of types K Or�L Only N.Y.STATE BUILDING[ CODE. UNDERWRITERS CERTIFICATE REQUIRED �1 ZZc W3 . u' (A o Lj 1 0 �jq ` 'i j • -� V z n 'C 7 I 11 / INDLj `5 ' fid cn 4R L Q z� J �� �i� RfID. . � N LLJ o LLJ Igo � = o� + Y Q C+ LL q-oP oi�Q�. 11i - W N v}�GYpa i 1 til F\� AL7 �` /3 Q I � LL. O O P E NS P A L L L� LLJ LL. LL 0 - ats SITE PLAN �J - LL Q � oZ$ CL k . Y� Ll cn z A7NO= DICAVN PY., &X ClILGR[D Dy: hH.,C)D NO. w NX NO. �rt[l.7.• AI 51TE PLAN r�• 4 , or 15 Y4" MAPLE 2x8 T&G TIGHT KNOT Y4" STRUCTURAL PLYWOOD COMBED SPRUCE ROOF PANEL INDEX 48/24 W/ SHEATHING (RIGID 10d NAILS L 16" O.C. PERIMETER LINE OF INSULATION OVER) W/ EDGES - 10" FIELD LOWER FLOOR %" PLYWOOD PERIMETER LINE OF SHEATHING W/10d @ 6" PERIMETER LINE OFB OC C EDGES - 12' FIELD UPPER FLOOR UPPER FLOOR B 4x10 BEAM --- 2x6 DF NAIL SPACED I - -- -rl 4x8 FASCIA BEAM W/HI � HANGER @ EA. RAFTER I II - DECKING (TYP) o _ OI // If N U.L. APPROVED ELASTIC .—. _ _ _ 6x14 HIP, TYP — — - - o SKYLIGHT, SEE DTL _ — _ w aaaa ' (D � / I 4x12 RAFTERS, TYP 6x14 GIRDER, TYP I v - _ 2x8 T& JAPAN TILE ROOF - _ _ _ — - — G TIGHT KNOT 0 6x10 BEAM, TYP a COMBED SPRUCE 8:12 PITCH —, r FLOORING L1 _ 16" DIAMETER POLES, TYP - - ' - - - - - - - - - — - - - - - - 9 —. -- - - - - - - �I_ 4x10 JOIST, TYP �L - - - D A o 4x12 EXPOSED RAFTERS - j Q EXTERIOR WALL LINE o _ LINE OF UPPER FLOOR u U.L. APPROVED PLASTIC --- - _ _ �I EXTERIOR WALL w — — - - - - - o I SKYLIGHT, SEE DTL - - — - - — — o & I N w — I - f , -- - - - - - -- -- Iliz I N I z ROOF LINE PERIMETER LINE OF U.L. APPROVED PLASTICI I B B UPPER FLOOR Q e SKYLIGHT, SEE DTL 7'-10" 4,_6,. '-6' 6' U ^ --)13'-0" TYP 7'-6" W } a 9, TYP 6" TIYP 4x10 JOIST0 Z) n 39'-4" r D z N WN FAc5 Oz Ld U W wo Z ow V) SCALE Nmmz ROOF PLAN >wNCD ie'=1'-0' ROOF FRAMING PLAN BGA`o UPPER FLOOR FRAMING PLAN SCALE > �II Y4" MAPLE O J z a Q m U m ui Y4" STRUCTURAL PLYWOOD W w 2'-6" ROUND CONCRETE FOOTING �/ W Cf Ct 0 PANEL INDEX 48/24 W/IOd 6'-0" BELOW GRADE _y O W CD 3 0 NAILS @ 16" O.C. EDGES - 3 0' FIELD 16" ROUND POLE TO BOTTOM a = = z w z OF HEADER BEAM = >- F— o of Ln N F- B 2x6 DF NAIL SPACED z DECKING (TYP) O I U IE PERIMETER LINE OF — < I PERIMETER LINE OF in I - - 1 - LOWER FLOOR LOWER FLOOR CL OF POST T_ YP _i EXTERIOR WALL LINE ` F—PERIMETER LINE OF ` — - -� UPPER FLOOR 6x14 GIRDER, TYP o � ' l - �- - - - - 2x12 JOIST, TYP W LL.I PERIMETER LINE OF UTILITY Z W LL. 4x12 JOIST, TYP ROOM SLAB Q GRADE LEVELLL O \ cp 6" DIAMETER POLES, TYP N0 6F"x6" 9 STAIRS WN O� LL 2'-O" SQUARE CONCRETE o — L —j � Q OOTING 1'-0" BELOW GRADE CD p� OY w jI NoLl - - QT N z I a A = I - _ — --N I F:!l--------• W N 9" TYP 6" TYP B I'-6" I I I i ISSUE DATE: 07/27/95 11 i I SCALE?aNEW p /8' = I'-0' 5'-11" 7'-10" I 13'-0" I 13'-0" 8'-7" �E Yo DRAWN BY: DON ADAMS 9 0-'-O` TYP 6'-0" 5'-8" I 2'- yP�V6000 9� CHECKED BY: lO" t JOB NO: r 26'-0 W FILE NO: " ---'r SHEET: SIO�P� n LOWER FLOOR FRAMING SCALE /8 =1'-w FOUNDATION PLAN SCALE H /8.=1LE OF SHEETS 3'-8" 34'-7" 5'-3" 30'-2" N 13'-4" B'-I" 611 w NORTH SOUTH1'-4.. NORTH SOUTH I'-10" 3'-9" 6' 2" 5'-80 0, " W, W• JI W �• J� W O d o� o� w w 14 N I D D /,HOTv LAV GFI Ln Z DW OLn Q _ v 1 --- O I Q STUDY 1 =----------- I I Q � i ', wTIRFiOR ® I I I I � � ' �' KITCHEN - MASTER Q > _ N OF POLE I_- 1 _ -_ _ I - — -- CL Of POLE_. ------ OF POLE ----- — _� -Ei�CTH� -�, - '! OF POLE W a BUILT-IN SHELVES ® > ® �, � a a a P SEE DTL oO o PH 36• HIGH - - _ a- MASTER BEDROOM ! _ WD RAILING REF - -_ - -I, I��WC �� to ' O \ \ �` D2 36' HIGH �- m _ --_ _ WO RAILING I w A _ sw o HEA \ a O E I I „�� �. m BEDROOM _ 2 � I OUTLET PANTRY PH LnH Bio URTAIN / o ¢ z O r7 Z Cx o 0 - O O D 7 FT WALL HOQ_ OF D pis 3 LJ O LA -- ER ---- `-SMOKE DETECTOR DI iNING __-_ O R _ TUBN M O Oi L_ O © OUTLET a / OUTLET W HEAT � in WC � FIREPLACE TO BE BUILT D O W/D ��'' WARIDR06E W/SHELF —�\ j rn & INSTALLED PER U.B.C. _ - - - - OF POLE _-_-_-® �_ 5A _ OR MANUFACTURERS •- - OF POLE - Ln _ _ -QF POUF _ __-• 220V A _ W SPECIFICATIONS 3 AND POLE OF = inN co LINEN O4 — OF PbCE o CLOSET HEAT/' z 6 FT HT. OUTLET - �- m m /�p \ - - I O DETECTOR TECTOR 1 = \ HEARTH A s -O v Z v o C A o N Q EE R HALL 2 / ® 36' HIGH L \ WD RAILING - r /1 7 SKYLIGHT ABOVE, TYP B LL I '� O tJ J LIVING ( 6 FT HT. O GFI O W I 12 LA L SL 4 O __ _ � f ^ � N I I /JI �/ J Q 2x6 SPACED �LLM I - 'J DECKING 7 q2' HIGH O 'Q n L'._I_ L;C i.tLL HEAT 0- DF a I� WO RAILING B - ? WC WI-P -« OUTLEi\ \ (� Z Z LLL_LLLJ 1 w W L_LLLLLL L: 36' HIGH U w to 0 W z V a WD RAILING O W LD 'v) OF POLE1 —_ _--. -- • • A� ----- - OF POLE oo -Q�PQLE.•, o \ —i _.._ - — — OF Z D • STAIRWAY 2 g STAIRWAY �aL N �>— Q o N I Q -2x6 SPACED I mI LL © BEDROOM tt3 3 0 — 1D LL cp o O B OF DE0 CD CKING v O ¢ N C DF6DECKING O J w U } 18' HIGH BENCH IIC/ N 3• f ''1 Z WW V M D ``] 10 O a Um � Ld Z N O � � w fr = LD N Oui O m wi OO w cmn W EDGE OF DECKING `J J' o a a• _ = Z Z 0 O O LL LL a, a• dI a• o oI T O 36' HIGH WOOD RAILING o oI m o' o I y N LINE OF ROOF. ABOVE -4" I I O 4" _G:: I g U 6'-2" - 4'-2" -8" 6' 9" 4'-2" 0' 2" 5'-8" 2'-8" 3'-2" 32'-9" _4:: UPPER FLOOR PLAN SCALE 1/4+=1._0. LOWER FLOOR PLAN SCALE F- >_ w cr w z w w LL o WINDOW SCHEDULE - DOOR SCHEDULE - FINISH SCHEDULE - �' �` Y w EI � a v SYM TYPE AMT SIZE SO. FT. COMMENTS SYM TYPE AMT SIZE THK COMMENTS SO. FT. ROOM NAME SUB-FLR FLOORING BASE WALLS CEILING CEILING ---I0 06 FIXED GLASS RAISED PANEL IPR 2'-6' x 6'-B' 13/4' W/TEMP GLASS AND LIVING 74' PLYWD MIN I'x6' RESAWN 2x8 T&G N FIXED STOPS 1 1'-6' x 4'-0' W/NO GLASS BELOW EXT. GRADE WD SCREEN DOOR }PLE CEDAR S4S CEDAR COMBED SPRUCE Q Z O AWNING WINDOW 4 2'-6' x 4'-0' W/NO GLASS BELOW O FRENCH DOOR I 3'-0' x 6'-B' 1y4' 10 LITES AND DINING w QC (SINGLE) WD SCREEN DOOR L Q AWNING WINDOW 1 2'-6' x 3'-0' W/NO GLASS BELOW SINGLET DOOR 3 2'-6' x 6'-8' l3/a' WDLITSCREEN DOOR KITCHEN TILE w 0 0 FIXED GLASS 1 2'-6' x 4'-0' W/NO GLASS BELOW O3 FRENCH DOORS 2 PR 4'-6' x 6'-B' 13/4' 10 LITES AND® STUDY Y4' MIN = _W/WOOD STOPS WD SCREEN DOOR MAPLE C 5 3'-0' x 4'-0' 3'-0' x 2'-0' AWNING q RAISED TWO PANEL 3 2'-6' x 6'-8' lV DOUGLAS FIR POWDER CERAMIC SMOOTH O W/TEMP GLASS BELOW O TILE HORIZONTAL CEDAR C 2 3'-0' x 4'-0' SAME AS 'C' W/CASEMENT STYLE O RAISED TWO PANEL I 2'-6' x 6'-8' 1%' DOUGLAS FIR MASTER BEDROOM �pMIN LE CEDAR O ESCAPE WINDOW ABOVE O AWNING WINDOW 2 3'-6' x 4'-0' W/NO GLASS BELOW POCKET DOOR 5 2'-6' x 6'-8' 1%' DOUGLAS FIR BEDROOM 02 OF NEWYp ISSUE DATE: 07/27/95 AWNING WINDOW 3 3'-6' x 2'-6' W/3'-6' x 0'-6' AWNING BELOW © SLIDING WARDROBE IPR 8'-6' x 6'-8' 1%' DOUGLAS FIR BEDROOM •3 �i'�. 00UOyq� SCALE: I�8' = I'-0' * * DRAWN BY: DON ADAMS ® AWNING WINDOW 3 3'-6' x 2'-9' W/3'-6' x 1'-3' AWNING BELOW O7 IPR 6'-0' x 6'-B' 13/e' DOUGLAS FIR FOYER CHECKED BY: OF NOT USED © IPR 4'-8' x 61-8' 13/e' DOUGLAS FIR HALL Y4' MIN �^2s a JOB NO: 11 MAPLE FILE NO: k F 4 5'-0' x 4'-0' 5'-0' x 2'-0' AWNING 9 FULL LOUVER PR 4'-0' x 6'-8' lV DOUGLAS FIR MASTER BATH CERAMIC SMOOTH - - O W/TEMP GLASS BELOW O TILE HORIZONTAL CEDAR SHEET: H WOOD SLIDER 1 3'-6' x V-6' W/SCREEN 10 FRENCH DOORS IPR 2'-10' x 6'-8' 1%q' 6 LITES BATH 02 SOI WOOD SLIDER 2 2'-O' x 1'-6' W/SCREEN II FULL LOUVER I 1'-8' x 6'-8' lV DOUGLAS FIR STAIRWAY MA MIN CEDARN �Q I 3'-0' x I'-6' W/SCREEN 12 FULL LOUVER 1 2'-4' x 6'-0' 1%' DOUGLAS FIR OF SHEETS Y Y JAPANESE TILE ROOF RIGID INSULATION OVER%' PLYWOOD z z 2x8 T&G TIGHT KNOT COMBED o SPRUCE ROOF SHEATHING a a a SKYLIGHT, BEYOND r-i a- r 6x12 BEAM, TYP 2x SPACERS z o a cc U LnF- W W I 4x12 RAFTERS, TYP = ut N z ` Q --- CLOSET LIVING VERANDA go, U a o 2x6 OF NAIL SPACED DECKING, TYP W >- a M F ' ^ N V/1 J d Q o 4x10 FLOOR JOIST,TYP ® UPPER FLOOR Lv = w OULd wo L Z o n N (2) 6x14 GIRDERS W/(2) I- DIAMETER BOLTS, TYP = = lyj m m z (J) Q oao � u o ILLin POCKET DOOR o WASHER/DRYER / / 16' ROUND POLES, TYP 0 w = O O m CD w Wm o — m FOYER HALL VERANDA W F- ~ F z 00 L7 O1 WOOD RAILING, SEE DETAIL 0 o o va Q o a- 3 LLI W = zz v > F-- o N 0 • 0 4x12 FLOOR JOIST,TYP a LOWER FLOOR Z O U Y o V Lj Or LL Z Lv LL LL Q � � Y GRADE LINE w c' Q U_ J 00Of00CL LL �I1-11F"-�11 �Irllr.i�F -ii 1- f=SII., Ik IIk�Ir=Jif ill ;I it Q _ II i' It -,Ir _i [- I i - lIr II II1- 'IC r r ill ! II +.'I -Iii II l il - •iI a . -II'.—I!- 'i : a r - 11 X711 -' IC 71 FuI�JIk lll �- w Q r ; -I ]it li - A 1 is ill �.F - 'r-- MG] Hr��-i E-? C Q IF�ILFAIE7� L IIF.JiE=11'- I I i� I �. ill�•i 1, ilk-ill LAIC I ' a- r r, Illl,lllli I JI!_ --III- _311 ... il ' I IIS it III iF- - ;it Iii it II_I71 ., II1 ISSUE DATE: 07/13/95 3 95 SCALE: 3/e" _ !-0' �w PS�oF NEW DRAWN BY: DON ADAMS ou roq� CHECKED BY: ti you y 0�. oy * JOB NO: * FILE NO: SHEET: 5ao� OF SHEETS A 3 SECTION " A - A11 SCALE 3/e" 1' = -0" r k JAPANESE TILE ROOF I m \ RIGID INSULATION OVEl PLYWOOD I \ V 2x8 T&G TIGHT KNOT COMBED z 0 SPRUCE ROOF SHEATHING N a a a a 6x12 BEAM, TYP VV 2x SPACERS, TYP x z 0 a u w I F .. a y- w 4x12 RAFTERS, TYP = U) Cn LINE OF PANTRY, BEYOND LINE of STAIR, BEYOND LIVING KITCHEN VERANDA z a a O a- WOOD RAILING, SEE DETAIL I r Nin r- W >- a '. N 2x6 OF NAIL SPACED DECKING, TYP n ~ ~ z , 4XIO FLOOR JOIST,TYP 0 UPPER FLOOR W c"� D z O U W v: o w - o (2) 6x14 GIRDERS W/(2) I' DIAMETER BOLTS, TYP �- z o w U-) J� > a mo Q0 (n Q o u, 16' ROUND POLES, TYP W (`.J..I o o an o J � uI- > z w ; m BEDROOMI #3 HALL MASTER BEDROOM w Q u m - z � VW oo N o W 0- o- w z 3 v _ = Z o N JN 4x12 FLOOR JOIST,TYP p LOWER FLOOR z ' 0 U I i 0 � � I I 1 . T W G 1 . LL. 0 L Y GRADE LINE w 12� Q U J 0. 100CL y LL , ^ 1 liC IIL-kl�-111 -11 b -IIF 'If iIF iIHIEJIL711" III ll� 11 W I ilk :�-� II Ill-iliil ' 't 1IC 11 .• 11r t=11 Cit' -- C Q CI'- 711 "I -J I 71 1I C911= FIM=�11 L - l I :'I II III - 4l -aIFlIF--711 ° IC�ICa II' Q ID - li -I 'I 111^1 F= ;IF IE�IF w 0 71E�IE- hF-I r- 11— I - � i- IIL=11kl I --9 11L-�iF- ' ISSUE DATE: 07/13/95 SCALE: 3/e' = 1'-0' Lid ��0F NEW yo DRAWN BY: DON ADAMS li>OtiP couc '�� CHECKED BY: ou y 0. y * JOB N0: * FILE NO: 2'-6" a SHEET: i SECTION 11B - B " SCALE A4 ' 3/8.=1,_�I OF SHEETS I� E VENTED SKYLIGHT III-11��J SKYLIGHT IL JAPANESE TILE ROOF JAPANESE TILE ROOF V) 0 w a w aaaa o SIDING SAWN OVER CI34 FEL SHIPLAP i0 < 36' HIGH HANDRAIL 0 (NOT SHOWN IN FRONT OF o � � ELEVATION FOR CLARITY) Tu 4x12 JOISTS WITH ROUNDED EDGES _ z Ix8 RESAWN CEDAR SHIPLAP 1- L� I 6x16 GIRDERS WITH ROUNED SIDING OVER 13• FELT a. _ � I EDGES � 1x2 CEDAR TRIM AROUND 1x2 CEDAR TRIM AROUND V) DOORS AND WINDOWS DOORS AND WINDOWS p I ' 36' HIGH HANDRAIL w (NOT SHOWN IN FRONT OF • ® ® ELEVATION FOR CLARITY) EDGESOISTS WITH ROUNDED Z Q I 6x16 GIRDERS WITH ROUNED Q EDGES r /� �/I t IJ >- 16' a 16' DIAMETER WOOD POLES, TYP. �L/L'J� 0 N CONCRETE FOOTINGS II I V J CONCRETE FOOTINGSa F- a FINISH GRADE j Z ~ w FINISH GRADE V) z D z - — O Ld i, w wto TT Z 0t FRONT ELEVATION SCALE o LEFT ELEVATION F>, iq l I�q _ a W w = N U o I �- Qi CD Zan' L ) < u OD w w J Nw VENTED SKYLIGHT VENTED SKYLIGHT zm) 00 FN Oa w O Z o Ln LlZ JAPANESE TILE ROOF JAPANESE TILE ROOF Z �� `'_ 1LI��JJ�II J_IJJ_IJ_aI_I_ ILI1_ _I-J�__.l._I�J_ I I o � a��..I . LI ILL -11--1.111_._1).-1 I-I _ -111 1-LI- II SKYLIGHT ll- 1.1 . 1111 Jill owlLij 36' HIGH HANDRAIL o �, '� , o LL '`- (NOT SHOWN IN FRONT OF z W �..L L o ELEVATION FOR CLARITY) o - � ~ LL Y m EDGESOISTS WITH ROUNDED m I In � Q U J 0froon Ix8 RESAWN CEDAR SHIPLAP LL 1 SIDING OVER 13• FELT j-=- a --`' Ix8 RESAWN CEDAR SHIPLAP pj,,I " - z z �, � I,I �� SIDING OVER 13• FELT 1 1x2 CEDAR TRIM AROUND w G _ r ; 1 DOORS AND WINDOWS w O Q 1x2 CEDAR TRIM AROUND '� i �,� I DOORS AND WINDOWS 'dr i, ' 'b _ ® ® � Ml - 6x16 GIRDERS WITH ROUNED 'I'L_11 -- - --- -- I EDGES — ISSUE DAT ' I - E: 07/13/95 - --- ---- - ---� _„ SEoV NEJv Yo,A SCALE: 1/4' = I'-0' couoy � DRAWN BY: DON ADAMS -- -- CHECKED BY: - - --- _ ,JOB NO: I I I i Ii I CONCRETE FOOTINGS .I --�� -_-- -- - -1I F o ah 4. .�' FILE N0 : FINISH GRADE SHEET: _ I e ' `REAR ELEVATION SCALE 1,q..=,._o" RIGHT ELEVATION SCALE w"=1,_0„ OF SHEETS