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HomeMy WebLinkAbout22961-z i 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 PLUMING & HEATING 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) N R 22961 Date �1:,6) .................................. 19.. Z Permission Is hereby grante tct 9 ....., � .. �, ..................... / O 'T / � Q�4'/........./ '... ........./r/.pl ....... to ... % - .. ............. '�' ......�.. �.... ' /4A ....... � �Ig.qS................................................. � r -- /; � .......................................... at premises located at....... .. ......... '. d.00 ....... ... .................5��...................................... ....................... ........................................ �� .................................................... County Tax Map No. 1000 Section .... ........... Block........ ......... Lot No. ...l s. ........... pursuant to application dated ...� ........07................. ...p.... 19. . and approved by the Building Inspector. ro Fee$ ..... ....... �'./ v. ... ........... )Build(ngg .. ...................... Inspector Rev. 6/30/80 P � 0d � , 1 1 N G FORM NO.6 SEP 51996 9 TOWN OF SOUTHOLD 1 Building Department I' ! Town Hall BLDG.DEPT. Southold, N.Y. 11971 TOWN OF SOUTHOLD 765 — 1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY Instructions A. This application must be filled in typewriter OR ink, and submitted s®to the Building Inspec- tor with the following;for new buildings or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final approval of Health Dept. of water supply and sewerage disposal—(S-9 form or equal). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Commercial buildings, Industrial buildings, Multiple Residences and similar buildings and installa- tions, a certificate of Code compliance from the Architect or Engineer responsible for the building. 5. Submit Planning Board approval of completed site plan requirements where applicable. B. For existing buildings (prior to April 1957), Non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of p.mperty showing all property lines, streets, buildings and unusual natural or topographic features. 2. Sworn statement of owner or previous owner as to use, occupancy and condition of buildings. 3. Date of any housing code or safety inspection of buildings or premises, or other pertinent informa- tion required to prepare a certificate. C. Fees: Additions $25 . 00 .1. Certificate of occupancy New Dwelling,$25..0.0, Accessory ,$10.00 Business $50.00 2. Certificate of occupancy on pre-existing dwelling $ 50-. 00 3. Copy of certificate of occupancy $ 5 . 0 0 , over 5 years $ 10 . 0 0 4 .Vacant Land C.O. $ 20 . 00 5.Updated, C.O. $ 50 . 00 Date . SEPTEMBER, 5, 1996. . . . . . . New Construction. , . , , , Old or Pre-existing Building . . . . . . . . . . . . Vacant Land . . . . . . . . . . . . . Location of Property 900 LITTLE BAY ROAD ORIENT N,Y... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . House No. Street Hamlet Owner or Owners of Property . . . THOMAS RAFFERTY/ DIAN PICKOFF . . . . . . . . . , . . . . . . r . County Tax Map No. 1000 Section . . . . 02.0. . . . . . . . Block . . . . 3. . . . . . . . . . Lot. . 11.8 , . . . . . . . Subdivision . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map No. . . . . . . . . . .Lot No. . . . . . . . . . . Permit No. .??961Z , , , Date of.Permit 8f?2f95 . .Applicant RICHARD SAETTA GENERAL CONTRACTOR INC Health Dept. Approval . AUG 30 1996 . . , , . . . , , . .Labor Dept. Approval . . . . . . . . . . . . . . . . . . . . . . . . Underwriters Approval . :JUNE ,24 1996 , , , , , , , , ,planning Board Approval . . . . . . ... . . . . . . . . . . . . . ... Request for Temporary Certificate . . . . . . . . . . . . . . . . . . . . .Final Certificate . FINAL . . , . . . . . , , . . _ . . . Fee Submitted $ . . .25.00 . . . . . . . . . . . . . . . . . . . . . Construction on above described building and per ets all a pli o and regulations. Applicant . . . . . . . . . . . . . . . . . . . . . . . . . . . Rev.10-10-78 TEL. 76 3-1802 Fell TOWN or sty U'rHoLD OFFICE: OF BUILD11N.^, INSPECTOR. `'. � � P.O. I30- ;28 TOWN I-:..LL 4 ----, SOUTHULD, N.Y. 11971 1', 0 ; SEP 6 I�rr C E R T I F 1 C A T I O td Date cj� (:3 Building Permit No. �p Owner 1c; (please print') IT P1umb2 J ll.�( (plea print) I certify that the solder used in the water supply system contains less than 2!10 of to lead. (plumber ' s signature) Sworn to before/ me this ay of�e_/�� ,• 1996 Notary Public Nota:•, Ilv!-lic Coun-y otary Pu io,State of New Nor9c No.4961364 Qualified in Commission Suffolk CountK- ExPires May 22, 19 + .O��SUFFO�,{��0 Albert J. Krupski,President y Gy Town Hall John Holzapfel, Vice President c 1 53095 Main Road y P.O. Box 1179 William G. Albertson 0 Martin H. Garrell ?, �� Southold, New York 11971 Peter Wenczel �Oj ��O 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. SEC AJK/djh - ' THE NEW YORK BOARD OF FIRE UNDERWRITERS Pi_T!j 2 1195099 BUREAU OF ELECTRICITY F 85 JOHN STREET, NEW YORK, NY 10038 Date MIE' 24,,1996 Application No.on file 11032196/96 IT 389,182 THIS CERTIFIES THAT PTJMMIT NO. 229612 only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of `Z'HOMA S RAF N ERTY, 900 LITTLE LAY ROTM, ORIENT, AT.Y. in the following location; ❑ Basement lxt FL 12 2nd Fl. OUT Section Block Lot was examined on NrTU 19,1996 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENT1.FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. I K.W. AMT. I K.W. AMT. H.P. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL RECTT TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. NO.OF FEET AMT. WATTS SERVICE DISCONNECT NO.OF S E R V I C E AMT. AMP. TYPE METER 1.0 2W 1 O 3W 3 0 3W 3,9 4W NO.OF CC.COND. A.W.G. NO.OF HI-LEG A.W.G. NO.OF NEUTRALS A.W G.- EQUIP. PER Z OF CC.COND. OF HIAEG OF NEUTRAL. OTHER APPARATUS: LQ , . L �TI1�i S1a�E EI,EC. INC. LIC.R 3635P L 350 MAR UM PLACE G;REEMPORT, INY, 11944 GENERAL MANAGER 11 Per This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. THE NEW YORK BOARD OF FIRE UNDERWRITERS PACE 1 1.1.95099 BUREAU OF ELECTRICITY F 85 JOHN STREET, NEW YORK, NY 10038 Date TUNE 24 r 199� Application No.on file 11032196/96 N' 389482 THIS CERTIFIES THAT PFURMIT NO. 229612 only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of TH01,17ASS RAFI T'BRTY, 900 LITTLE BAY RORD, ORIENT, N.Y. in the following location; El Basement L_l 1st Ft. Ed 2nd Fl. OUT Section Block Lot was examined on JUM 19,1996 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENT.FLUORESCENT OTHER AMT. I K.W. I AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. 31 36 37 31 1 1.2 2 £ DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. I AMPS. TRANS.I AMT. I H.P. NO.OF FEET AMT. WATTS _00 SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC.COND. A.W.G. A.W.G. A.W.G. AMT. AMP. TYPE EQUIP 1,0'7W 1$3W 3,0'3W 3,9 AW F C . OF CC.COND.- NO.OF HIAEG OF WHI-LEG NO.OF NEUTRALS OF NEUTRAL 2 152 CB 1 X 2 2/0 2 1/0 OTHER APPARATUS: �11MTIL FEIMIT-ii -- HE-AT PUMP 60?1-1 MOTOR.S:1.-F H,P. ,1--5 H.P. ,1-F 11.P. P.111M LBO�>RDS: '1-1 CIR. 60 ELEC. 11PPIE`R MATERS: :2--il.5 K.W. G.F.C.I:-5 SMOKE DETECTOR:_-4 TRACK LIGHTING:--400 I l� <<< Continued on Page 2 >>> GENERAL MANAGER i5 Per This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. 95-20-1 (8/87)-9d New York State Department of Environmental Conservation co vNOTICE 14W v 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 �� �010� ' •Q ROBERT A. GREENE Expiration Date /49 — NOTE: This notice is NOT a permit 1 I 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 'r 701 HAIKU HOUSES 250 NEWPORT CENTER DRIVE 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 Y0� 17 coll- �, ESSIO�p� PAUL DURAND, P. S.E. TITLE: 12b 'y�LW SHEET-L OF ZZ DATE: FiI i I 1 1 I ! 1 i 1 TITLE: � � SHEET,LOF 2 - PAUL DURAND, P.E., S.E. TITLE. SHEET 2 OF ZZ DATE: N N I 17PTb1- T-10" 4'-6' 6'-6" I 6'-6' 4'-6" V-10' 2'-0" ' 2'-0" or TITLE: I2�� 1t,G� SHEET 9 OF ZZ PAUL DURAND, P.E., S.E. • TITLE: ' SHEET 3 OF Z_Z DATE: TITLE: P421 SHEET 3 OF 2'Z 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. -------7---------------------------------------------------------------- BEAM CALCULATIONS CANTILEVER LOADING ------------------------------------------------------------------------ JOB: RAFFERTY/PICKOFF ROOF FRAMING ------------------------------------------------------------------------ MARK: Iff- BACKSPAN= 18.00 ft wl= 130 plf CANTILVR= 10.00 ft w2= 130 plf CANTILEVER POINT LOAD: P = 0 lbs ------------------------------------------------------------------------ SIMPLE R1 = 1170.0 lbs CANT. Rl = 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= 1.700000 psi Sreq= 50. 77 = Sact O.K. Areq= 26 40 = Aact O.K. I240= 332 444 = Iact O.K. I360= 498 N.G. I • 102 MOM 1111111111111111 STUDY -mill FM _1 - I;I BUILT-IN SHELVES SEE DTL HEAT OUTLET II I I on"::C:: 1 1 ■� mom ------ ■■ on : I■■©1�1 ■■■■■■■■III ■■r/I■ ■■■■■■■■ ON nib a �• I� O n■(-■■■ • P II hlllllllll Ellllllll�l PAUL DURAND, P.E., S.E. TITLE. ��. - C/� l t E.I Gr SHEET OF DATE. - _ i • 1 1 i i IL 1 1 1 i . I . Q A -t- - - - - - +- ■ O � ;r - r- - - I t I I cv N B I 13'•-0" TYP 7'-6" 9" TYP 1U1116. TYP 39'-4" TITLE: U(?PC - SHEET ]_OF 2Z PAUL DURAND, P.E., S.E. TITLE. SHEET OF DATE. OIL -'z2' I/L .? T777 I A� TITLE: �cv-.- ' i-ko w, SHEET g OF 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. Rl 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 w1= 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. Rl 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. of I360= 170 O.K. BEAM CALCULATIONS CANTILEVER LOADING ------------------------------------------------------------------------ JOB: RAFFERTY/PICKOOF FLOOR FRAMING ------------------------------------------------------------------------ MARK: DJ1 BACKSPAN= 13.00 ft w1= 102 plf CANTILVR= 7.00 ft w2= 102 plf CANTILEVER POINT LOAD: P = 0 lbs ------------------------------------------------------------------------ SIMPLE R1 = 663.0 lbs CANT. - R1 = 470.8 lbs REACTIONS R2 = 663.0 lbs REACTIONS R2 = 1569.2 lbs --------- --------- 1326.0 lbs O.K. 2040.0 lbs O.K. R1 x R2L R2R --------- -------- -------- --------- 471 4.62 -855 714 <---SHEAR DIAGRAM 1086 2499 <---MOMENT DIAGRAM 663 SIMPLE SPAN SHEAR 2155 SIMPLE SPAN MOMENT 855 = DESIGN SHEAR (#) 2499 = DESIGN MOMENT (#-ft) ------------------------------------------------------------------------ Fb= 1250 psi bact= 3.5 in Va= 95 psi hact= 9.5 in E= 1700000 psi Sreq= 24 53 = Sact O.K. Areq= 14 33 = Aact O.K. I240= 155 250 = Iact O.K. I360= 232 O.K. MARK: FB1 BACKSPAN= 13.00 ft wl= 650 plf CANTILVR= 7.00 ft w2= 8R4 plf CANTILEVER POINT LOAD: P = 0 lbs ------------------------------------------------------------------------ SIMPLE R1 = 4225.0 lbs CANT. R1 = 2559.0 lbs REACTIONS R2 = 4225.0 lbs REACTIONS R2 = 12079.0 lbs --------- --------- 8450.0 lbs O.K. 14638.0 lbs O.K. R1 x R2L R2R --------- ------ -------- --------- 2559 3.94 -5891 6188 <---SHEAR DIAGRAM 5037 21658 <---MOMENT DIAGRAM 4225 SIMPLE SPAN SHEAR 13731 SIMPLE SPAN MOMENT 6188 = DESIGN SHEAR (#) 21658 = DESIGN MOMENT (#-ft) ------------------------------------------------------------------------ Fb= 1250 psi bact= 11 in Va= 95 psi hact= 13.5 in E= 1700000 psi Sreq= 208 334 = Sact O.K. Areq= 98 149 = Aact O.K. I240= 985 2255 = Iact O.K. I360= 1477 O.K. �d 22 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 = 5266.5 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. 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 wl= 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. b ' 0 1 0 t � - W&M. j MASTER BEDROOM' IIIIIIIH� ,� �_ IIIIIIIIIIIIIIIIWIiII • � _ �IIII BEDROOM #2' 0 O I p . I , • _ IIMMUNE ■■■■we■■■r■ moons ■ ■.... WW l� �W - WW I . • •_ BEDROOM • .. �1W �' :1F ' / PAUL DURAND, P.E., S.E. TITS: i'L. �II(,fi SHEET OF 2� DATE: I do Ln i —-—-—-—-— �- - CL - - - —T- w CL (y i in --------- m = -- - — — �- - — ol — N , N I I ' , -91 TYP 60 TYP I B 1 -ri '-9 13'-0' TYP 6'-0' 5'-8' TITLE: a,d2 2 �.�1I'� (t SHEET IA- OFF PAUL DURAND, P.E., S.E. TITLE; l .I SHEET OFF DATE: Ct OF POST TlYP.rlL I o I � cI o-w i®rt., I M I �- F!l i _ I I I II I I I 5'-II" ' 7'-10" I 13'-0" ( 13'-0" I 8'-7" 26'-0" TITLE: �yyl.� �+'1 ��`t SHEETIAS OF Z� PAUL DURAND, P.E., S.E. SHEET Ito OF DATE: 1. 4 TITLE:. Or-U.H I C11 SHEET 1t(�-OF 2?- ------ ---- Nall Y2HOT STU-7 1 III BUILT-IN SHELVES SEE DTL OUTLET HEAT on'• Me iiiGiD .1 L 0 no Emmommum ro FMR V 1,11AMMImemo .110 WKNIM wi■■wwwaw -- �' - ON lAl MASTER BEDROOM • 11 BEDROOM O HEAT tl . IO p . I . UTLET— Z Ho ■■■■■■NNUMMMEN r i■r■■■■■■■ � Rim iM HEAT r\ MMMMMM • ' STAIRWAY BEDROOM #3 MM INIIIIIiI O I O ' ' `� 4/ PAUL DURAND, P.E., S.E. TITLE: SHEET OF ZZ DATE: �4 � �� ,� �.,�.� = � l� � �, � � icy � - 1 � �►�, � ��.�= 7--w z- Are- TITLE: SHEETA-0F 22 HAIKU POLE RELATIVE RIGIDITY PROJECT: RAFFERTY/PICKOFF -=----------------------------------------------------------------------- UPPER LEVEL TOTAL LATERAL FORCE = 8400 lbs FORCE TOTAL DIA(in) NO HT(ft) RIGIDITY RELRIG RRIG/POLE PERPOLE POLFORCE ----------7------------------------------------------------------------- 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/1^3 ------------------------------------------------------------------------ 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. 2c9 0�- 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/(S1*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)/d^2 = .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 < S1 ,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. 2A or 22,.. L 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) )^.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)^2/(d^2*(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)/d^2 = 2.35 psf s/d = 0.39 psf/ft Mmax = Ho*b*d*( (E/d+x/d)-(4*(E/d)+3)*(x/d)^3+(3*(E/d)+2)*(x/d)^4) 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. FIE1, SsaNS71ECTION REPORT DATE COMMENTS FOUNDAT T ON ( I ST) II II � I FOUNDATION (2ND) _______------------------ — ------------------ --------- -II � ROUGH FRAME? b - ji �- PLUMBING ---------------------- II _II t" INSULATION PER N. T. ��-- Ii Y - — STATE ENERGY I �{ CODE 10 R— --------------------------------=---------------------- 0 ---II--f--� GfJ I� II Fzrrnr, II------�� — --- A_—ITIONAL C p ---------------------------------------------- -------- ---___----------------- ov z a o 765-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION 15T [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL REMARKS: 6L ""7Z DATE � 02 INSPECTOAt=f 765-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ �NSULATION [ ] FRAMING [ ] FINAL [ ] FIREPL e & CHIMNEY REMA //51 C ti DATE V 1�920 INSPECTOR 76!i-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: IL%L�C� DATE �9 INSPECTOR 765-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY R ARKS: . DATE G�o �� INSPECT ,65.1802 BUILDING DEFT. INSPECTIO't [ ] FOUNDATION iST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY 1009 REMAR)(S: , ��J Zv DATE 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 CALLTEL.: 765-1802 . . . . MAIL T0 : Examined . . . . ` . . . ., 19 9 Approved . . . . . . ., 19Xpermit No. . Y!/. Disapproved a/c . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( it g In pector) . 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 .SAETTA .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. RAFFERTY/DIAN ,J. PICKOF'F (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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . : . . . . . . . . . . . . LITTLE BAY ROAD . . . . . . . . . . . . . . . . . . . . ORIENT . . . . . . . . .. . . . . . . . . . . . . . House Number Street Hamlet County Tax Map No. 1000 Section . . . . .020. . . . . . . . . . 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) 4. Estimated Cost . . . 150,000.00 . . . . . . . . . . . . . . . . . . . . . . . . Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (tQ be paid on filing this application). 5. If dwelling,number of dwelling units . . . . 1. . . . . . . . . . Number of dwelling units on each floor . . . . . . . . . . .. . . . . . If garage, number of cars . . 4A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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 of Stories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Dimensions-of same structure with alterations or additions: Front PAS. ATTACND . . . Rear . . . . . . . . . . . . . . . . . . Depth . . . . . . . . . . . . . . . . . . . . . . Height . . . . . . . . . . . . . . . . . . . . . . Number of Stories . . . . . . . . . . . . . . . . . . . . . . S. Dimensions of entire new construction: Front . . . . . . . . . . . . . . . Rear . . . . . . . . . . . . . . . Depth . . . . . . . . . . . . . . . Height . Number of Stories . . . . . . . . . . . . . . . . . . . . . . 9. Size of lot: Front . 300'. . . . . . . . . . . . . . . . . Rear 407,. . . . . . . . . . . . . . . . . . Depth . .420 t. . . . . . . . . . . . . . . . . 0. Date of Purchase . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Name of Former Owner . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. Zone or use district in which premises are situated . . . . RES,TDENTIAI 2. Does proposed construction violate any zoning law, ordinance or regulation: NO , , , , , , , , , , , , , , , , , , , , , , , , , , , , 3. Will lot be regraded . . . . .HQ . . . . . . . . . . . . . . . . . . . . . Will excess fill be removed from premises: 'M No 4. Name of Owner of premises TOM RAFFERTY , , , , . , . . Address AVMTIC BEACH AY , Phone No.5I5-2S9—.QS43 . . . . Name of Architect .GQRI)F,N .STRF)[ . . . . . . . . . . . . . . Address QALIFORNIA . . , . , , , , Phone No.714-720-0499 Name of Contractor RIQIIW SAETTA GC INC. Address GREENPORT . . . , , . . , Phone No.516-477- .633 , . . . . . . . . . . . . . . . . . . . 5. Is this property located within 300 feet of a tidal wetland? *Yes . . . .g No . . . . . *If yes, Southold Town Trustees Permit LO b r uired. Locate clearly and distinctly all buildings, whether existing or proposed, and.indicate all set-back dimensions from +roperty lines. Give street and block number or description according to deed, and show street names and indicate whether .iterior or corner lot. PLANS ATTACHED TATE OF NEW YORK, S.S OUNTY OF . . . . . . . . . . . . . . . . . . , , , . , . RICHARO,MM, , , , , , , , , , , , , , being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) )ove named. .eis the . . . . . . . . . . . .G M.COFMCTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Contractor, agent, corporate officer, etc.) said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this )plication; that all statements contained in this application.are true to the best of his knowledge and belief;and that the -ork will be performed in the manner set forth in the application filed therewith. worn to before me this . . . . . . . . .8TH. . . . . . . . . . .day of. . . . .AUGUST. . . . . . . . . .. 19 .95 ota ublic, . . . . . . . . . .SUFFOLK. . . , , , , , , , , County P1Afd T. FUSCO . . . . . . . NOTARY PUBLIC, St, Stator of New York . . . . . . . . . . . . . . . . . . . . . . . . 4882475 Qualified In Suffolk County p (Signature of applicant) Commission Exptms Jan.20, 19 [ I'LY FL. 52ADING -PLAN 130*; SUFFOLK CO. HEALTH DEPT. APPROVAL FIN.GrZAvs H. S. NO. 9.6 8.0 FNOA. 9.4' E-5 4• • 4.. 8.9 5. TANS if PO&NO W (5) 13' MAP OF PROPERTY T f O Ar ... .... -a .L E C C S U Q VEN STATEMENT OF INTENT THE WATER SUPPLY AND SEWAGE DISPOSAL PAT��r SYSTEMS FOR THIS RESIDENCEWILL T Y10 M A " Q CONFORM TO THE STANDARDS OF THE SUFFOLK CO. DEPT OF O HEALTH SERVICES, A C(� Oil &1 42 poms AT (S) /i.1t,5X 11AME qrlv APPLICANT C.Q1 ENT SUFFOLK COUNTY DEPT. OF HEALTH A SUFFOLK FF OL K I' C , TOWN ',X SOUTWOLO N.Y. SERVICES — FOR APPROVAL i=OR ?_6 0tQ Ul CONSTRUCTION ONLY stoeixE) T DATE cj.:� to -_ (0 _j H.tSREF. NO. CX) ID APPROVED + Ift i SUFFOLK CO TA�XMA �SIGNA�TION: DIST. SECT. BLOCK PCL 41 1000 L OWNERS ADDRESS. > U) PLEASE NOTE t Minimum distance between well and cesspool is to be 150 feet. i TEL4?1*2>4 14-Ierl'; �DEED: L. P. MAHN Imbr�uFluxulhimWRIL to this survey is a violation of SCALE10d I'll Section 7208 of the New York SW Education Law. AC, 7OP501L CODies of this survey map not boa&V 14A&4 the land surveyor's inked seal or H _NT embossed seal shall not be considered HOW NIC CLAY to be a valid true copy. Guarantees indicated hereon shall run only to the person for whom the survey rn is prepared,and on h-s behalf to the lido company,ompany,governmental agency&W "BAND 4 lending institution listed hereon and 4MENDF-0 JL)NE 20 1995 to the assignees of the lendrV intil. 'ution.Guarantees are not traradel" to additional institutions or 0jimew" NOTES owners. G12OUNO I,LoT N05. riEFEIZ TO A MI IiJ0f2 SUOPIVI 51 ON MAP WATeIZ N HADIE FOQ DWID 8QAWNEP_. ,,\rK V�q 2.TOPOGIZAPHY 0 TEST 14OLIE FROM SURVEY t3Y YOUNG Youhjt�p 7' <1; CO Q FEP X DATE V DEC 14,�1989,�"E A5 '3k)QVEyFD 22 I�P_MAY i!j tv DATUM ' MEAN 51FN RODERICK VAN TUYL. P.C. 3. P12-eMif,165 IN Fl�= 4-0 J[S2 LICENSED LAND SURVEYORS .0 LAND GREENPORT NEW YORK TILIDY104 POST NS 13" It'-rFL. C5QAp1NG PLAN SUFFOLK CO. HEALTH DEPT. APPROVAL t3.o` _ H. S. NO. 2 10- 93-62 ell.4 itN.G2ADE 20 ?' ; 85 S.o t C12E5,) FNM. 9.6 9.1' 9.9 \. f• 7.0 472' 4' T i" e o -- �o ► s. TANL No POOL-��> - 'fs � , MAP OF PPROPERTY STATEMENT OF INTENT W --- S U Q V E V E U FO f4 I I -- r' ; --------------- i THE WATER SUPPLY AND SEWAGE DISPOSAL RAF ! �• j -10MA S i SYSTEMS FOR THIS RESIDENCE WILL CONFORM TO THE STANDARDS OF THE I I SUFFOLK CO DEPT. OF HEALTH SERVICES. o AT (s) A I t% t / µotfr �m w�' J. POOL5 — i APPLICANT � ------- — SUFFOLK COUNTY DEPT OF HEALTH CRI Et SERVICES — FOR APPROVAL FOR �1, a TOWN + �OtSTNC71rfl t�1 l , .Y. I 2�A. 4 CONSTRUCTION ONLY ►". b` C21~31VENCE) I DATE. I ; H. S. REF NO �1p t15 bZ ' I RAID•:• A�carp I APPROVED — ' 50.0 Y i T �� �- --"� > ' f' +��M Cai1in01b Walla I 30 SE?T1C U+V TAIt. ; SUFFOLK CO TAX MAP DESIGNATION: Q� I l\ , / / i OFLA.A�.N�, � 2• I DIST SECT. BLOCK PCL- d f o 8-S Tom`+ cd 4� °a ! S �N t/s�0r11i atd wesw I �d ; t w W r D, `�'� i' At lhlrt WPW%09 h w saw t>1 1 t+rl OWNERS ADDRESS ---- 3 ' # Q �,., MwlMied by ttsls or -- `.7 ,I ; f f anQ 1a be saw"". LL - 1 D Df _ a (.� �• S.T.A. : d25 ,a�c►1 �v . ILI {� A.Cash P.G.ChW 7 ►� l I �� ° A" Of*all WNW anI wastewawt"!:Mv I �� � �'t'� 4�� Pa DEED: L. j POQrt_A I TEST HOLE STAMP 4•�t U, to this Isiatla;of • r •s 8estion 7208 of the New York BMYI ✓'" o cp SCALE - M : TpD50tL r.ducatontarc survey mvp not bea wE w^s 3_Q 7 �^. 1.C2.1M 2 z thew and suC' es ofhrveyor's inked seat 0 " U r a�QN U r'�i1 E N 1e •^,bossed seal shag not be considered I h ( --- -•---- CLAV I,oe a valid true copy. wly to the Person for whom the survey is Prepared•and on his behalf to the t Ke company governmental agency and lending inslwtion listed hereon and l A�w /r1Cr 1 y C ��n CrY� f'�O to the gnccs cf the lending insti- -tEf yl/E JL)1`4F—PC I'79f' 5E '. 11 1995 ...7�-AV L � tufic�.Gu..rar,:ees are not transfers we to add Lional institutions or subsequent p z NOTES W UlJ '"' SEAL b 4 l.l1Jr N(JrS. REfiER TO AMINt72 '3U1BPtV►SIUN MAP � ✓ HAOE P0Q DAVID SQAWNE'-• s • 1 �F ! OFpT 2 TOPOG2APRY 0_TEST 140 LE FczaM SURV(Fti by YOUNG f r°OUNG AS SURVEYED FE R 22 +�G S OP SATED DEC 14 1 • N�►ENVEP MAY 1 - �. 1 �1► c' ` 9 .__ ,._t RODERICK VAN TUYL, P.C. O`�� Ql� -� off` DATUM ME-N SEA i.9Vr- > N'V �Z, L,� ,.._ � 1• S, �° �# � = r 3. P12-EMISE5 IN •A_-T Ei_. ) 41 LICENSED LAND SURVEYORS 0 0 6 0 GREENPORT NEW YORK [S 2562 f�L A N U SVP TWDYI!MOST 11,181921 1 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