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HomeMy WebLinkAbout24372-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28104 Date: 12/07/01 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1200 ARBOR LA MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 121 Block 1 Lot 1.9 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 19, 1997 pursuant to which Building Permit No. 24372-Z dated SEPTEMBER 24, 1997 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED FRONT PORCH, REAR DECKS AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. NEW YORK STATE PETITION #1999-0032. The certificate is issued to GEORGE H. WILLIAMSON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-97-0110 12/04/01 ELECTRICAL CERTIFICATE NO. N 472214 11/20/98 PLUMBERS CERTIFICATION DATED 11/05/01 H2M LABS INC //Auto6rizedSignature Rev. 1/81 TORE[ NO. f 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? Z ............................ 19.7 24372 Date ............... . . Permission is hereby grant to: :.. , .�.... ;. A .. ..�O.......A ...... rG• .......... .......................... ... ✓ . .-. .... ..... �....to ... , . .. . .................... rzlm . ....... i w.�,�/.... ......... ...... .. .. ...... ..7.�. ... .......... � 6—�-- ....... ..... ...... . . . . . ..r.......... aS........... . ..................................... ................. at•premises.located at..........6./..F ... , ...! !'-. ...... .........� .................... County Tax Map No. 1000 Section ...A�l.......... Block .....s ......... Lot No. ... l.../........... pursuant to application doted ........ .........1..L.. ., 19.. .,,(., and approved by the Building Inspector. 80 Fee ......................... .... ............ ..................... oB r Rev. 6/30/80 Form No. 6 �� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR.CERTIFICATE OF OCCUPANCY BL[?G•4 UTNO D A. This. application must be filled in by typewriter OR ink and submitted to the building inspector with the following: for new building or new use: 1. Final survey of .property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) . 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for .the .building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and '-'pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features, 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fee Certificate of Occupancy - New dwelling 5.0-0, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - s 1 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date . . . . . .4q.. :� . . . . . . . . . . . . . . . . . . . . . . . . New Construction. . .'. . . . . Old Or Pre-existing Building. . . . . . . . . . . . . . . Location of Property. . .//.9�r . . . . . . . . . . . . . . . House No. Street Hamlet Onwer or Owners of Property. . All. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . County Tax Map No 1000, Section. . .�P�tC. . . . . . .Block. . . Q�. . . . . . . . . .Lot. . 1t.O6f. . . . . . . . . . . . . . Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . Permit No.�rr�. .�u`� . . . .Date Of Permit.?:. 'a.'. .��. . . .Applicant. . . . . . . . . . . . . . . . . . . . . . . . . . . . . Health Dept. Approval. . . . . . . . . .. . . . . . . . . . . . . . ..Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . . . . . . . . . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. .v_ . Fee Submi ed: $. r . . . . . . . . . . . . . . . . . . APPLICANT THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1000060 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date NOVEMBER 20,1998 Application No. on file 16399198/98 N 472214 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of GEORGE WILLIAMSON, ARBOR LANE, MATTITUCK, NY in the following location; ® Basement ® Ist Fl. ❑ 2nd Fl. GAR/OUT Section/ Block Lot was examined on NOVEMBER 16,1998 and found to be in compliance with the National Electrical Code. FIXTUREFIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS RECEPTACLES SWITCHES INCANDESCENTI FLUORESCENT I OTHER AMT. K.W. AMT. K.W. AMT. I K.W. AMT. K.W. AMT. H.P. 64 62 60 64 1 6.5 1 3.6 1 1.2 3 F DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL RECPT. 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 2 F 2 - 4 600 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 2W 1 0 3W 3 0 3W 3 0 4W PER 0 OF CC.COND. NO.OF HIAEG OF HI-LEG NO.OF NEUTRALS OF NEUTRAL 1 200 CS 1 X 1 3/0 1 3/0 OTHER APPARATUS: WELL PUMP-1 PADDLE FANS-3 60A DISCONNECT-1 A/C UNIT INSTALLED-1 PANELBOARDS: 1-12 CIR. 100 G.F.C.I:-10 L L FRED BARSCH INC LIC.#2555- GENERAL MANAGER 216A N. COUNTRY RD WADING RIVER, NY, 11792 Per This certificate must not be altered in any manner; return to the office of the Board if Incorrect. Inspectors may be I titled by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. CHARLES R.CUDDY j ATTORNEY AT LAW i 4rNnJ 445 GRIFFING AVENUE ±' RIVERHEAD,NEW YORK Ma lin LQGcO-PT. TEL: (631)369-8200 Ll LD . P. ox FAX: (631)369-9080 Riverhead,NY 11901 E-mail: crcuddy@earthlink.net November 9, 2001 Southold Town Building Department Main Road Southold, NY 11971 Re: George Williamson - Application for Certificate of Occupancy Premises: 1200 Arbor Lane, Mattituck, New York Dear Sir: I represent George Williamson who wishes to obtain a certificate of occupancy for his home on Arbor Lane in Mattituck. The building permit number is 24372Z. It is my understanding that we need to have a lead report in order to satisfy your requirements. Enclosed is a laboratory result from H2M Labs, Inc. showing virtually no lead in the analyzed water sample. Would you please confirm that this is acceptable for your purposes in issuing a certificate of occupancy. Very truly yours, Charles R. Cuddy CF.C:Jl`✓'... Enclosure Nov 08 01 04: 53p Waterworks Now ! , Inc. (631 ) 298-3873 p. 1 VIA LABS, INC. 575BraadHdbw Road,Md&W 11747 (631)6943M.FAX(631)420MM NySDC1HID#10178 HARRY GOLDMAN WATER TESTING LABORATORY RESULTS MAIN ROAD lab No. : 0111091-001A Sample Information... MATTITUCK,NY 11952 Type : Solder Attn To 631-298.4640 Origin: Dist. Federal ID Client ID.:CHAS.CUDDY,ATTY. Routine Collected ;11/5/01 12:15:00 PM Point No Received : 13:28:00 P 1200 ARBOR LANE,MATTITUCK SOURCE(CWL- Location: MAIN)(24372211000-121-1-1.9) Collected By ;JD99 Copies To :CLIENT Parameters) Results Units Limit Method Number Analyzed Lead 0.05 % 0.2 SW6010A 1117/019:55:00 AM U Li\i,L0V1 4 BLDG.VW.PT. 'r,- TAM1+ SOUTHOLp Result(s)reported meet(s)Regulatory Limit(s), Resuft(s)flagged with * Exceed Regulatory Urnit(s). Limit noted. /rQw- •�, Date Reported: 11/8/01 Page 1 of 1 o��g�FFO�,�coG o� y� y Town Hall,53095 Main Road 1 Fax(631)765-1823 P.O.Box 1179 ifi O�� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD December 28 , 2001 Patricia Moore Attorney at Law 51020 Main Road Southold, NY 11971 Dear Mrs . Moore : RE : Williams, 1200 Anchor Lane, Mattituck 1000-121-1-1 . 9 Based on Gary Fish' s inspection on December 28, 2001, the following was determined: 1 . The outdoor shower does not require a Building Permit . 2 . The hot tub will need an "as built" Building Permit and Certificate of Occupancy. If you have any questions, please call Gary Fish at 765-1802 . Sincerely, Gary J i Bui ding nspector r L STATE OF NEW YORK DEPARTMENT OF STATE ALBANY, NY 1 223 1-000 1 ALEXANDER F. TREADWELL SECRETARY OF STATE ----------------------------------------------------- In the Matter of the Petition of: DECISION Donald A. Denis R.A. For a Variance to the New York State PETITION NO. 1999-0032 Uniform Fire Prevention & Building Code ------------------------------------------------------- Upon the application of Donald A. Denis R.A., filed pursuant to 19 NYCRR 450 on January 20, 1999, and upon all other papers in this matter, the Department makes the following determination: NATURE OF GRIEVANCE AND RELIEF SOUGHT The petition pertains to the construction of a new Al (one family dwelling) occupancy, one story in height, of type 5 (wood frame) construction, approximately 2,952 square feet in area, located at Arbor Lane, Town of Southold, County of Suffolk, State of New York. The petitioner is seeking relief from: 9 NYCRR 717.3(e)(4), which requires that floor-mounted fuel-burning heat-producing equipment within a garage located below grade, or within a below-grade space opening directly into a garage, shall be installed on a noncombustible platform not less than 18 inches above the floor. [The petitioner requests relief to allow floor-mounted fuel-burning heat-producing equipment located within a below-grade space opening directly into a garage, be installed on a noncombustible platform 16 inches above the floor.] FINDINGS OF FACT 1. A raised poured concrete platform was constructed on the slab of the cellar for the installation of fuel-burning heat-producing equipment for the new dwelling that is the subject of this petition. The cellar opens directly to a garage that is located below grade. 2. The poured concrete platform was only constructed to a height of 16 inches. This error was not realized until the equipment was installed and the building was ready for final inspection. 3. At this time the petitioner states that the cost to extend the platform would be excessive at this point. 4. The housing for the fuel-burning, heat-producing equipment that is located on the poured concrete platform is made of non-combustible material and is constructed in a manor that raises the actual burner and fuel Ci printed on recycled paper Petition No. 1999-0032 Page 2 connection to more than 18 inches above the floor which would satisfy the intent of the Code. 5. An interconnected fire-and smoke-detecting alarm device has been installed on the ceiling in close proximity to the fuel-buming, heat-producing equipment in question. 6. The local Code Enforcement'Official has been consulted in this matter and does not object to the granting of a routine variance under the provisions of 19 NYCRR 450.6. CONCLUSIONS OF LAW Strict compliance with the provisions of the Uniform Fire Prevention and Building Code would produce a negligible additional health, safety and security benefit to the occupants of the building. DETERMINATION WHEREFORE IT IS DETERMINED that the application for a variance from 9 NYCRR 717.3(e)(4), to permit floor-mounted fuel-burning heat-producing equipment located within a below-grade space opening directly into a garage to be installed on a noncombustible platform 16 inches above the floor; be and is hereby PROPOSED TO BE GRANTED. This DECISION is issued under 19 NYCRR 450.6. Unless obiected to by the petitioner in a writing received by the Department, the decision shall become FINAL after fifteen days of receipt of the decision by the parties. This decision is limited to the specific building and application before it, as contained within the petition, and should not be interpreted to give implied approval of any general plans or specifications presented in support of this application. t, eorge Clar , Jr. / ''Dire'ctor, Codes Division DATE: RAS:sg Petition No: 1999-0032 The persons below are advised to TAKE NOTICE of the attached document. The attached document pertains to a petition for relief related to code requirements. If there are any questions, call (518)474-4073 and ask for the Variance Unit. Please refer to the petition number in all related conversations or correspondence with us. DONALD DENIS 508 MAIN ROAD P O BOX 565 AQUEBOGUE NY 11931 GARY FISH TOWN OF SOUTHOLD BLDG DEPT TOWN HALL MAIN ROAD P O BOX 1179 SOUTHOLD NY 11971 GEORGE WILLIAMSON 270 PARK AVE 8TH FLOOR NEW YORK NY 10017 STATE OF NEW YORK DEPARTMENT OF STATE ALBANY, NY 12231-0001 ALEXANDER F. TREADWELL SECRETARY OF STATE January 08, 1998 Town of Southold Building Department Town Hall,Main Road Box 1179 Southold,N.Y. 11971 Attn.Mr.Gary Fish,Building Inspector Re: Williamson Residence,Heating Units Dear Mr.Fish, Please be advised that on January 07, 1999 I performed a site visit at a recently constructed residence located at Arbor Lane,Mattituck,N.Y. The purpose of the visit was to ascertain if the installation of the heating unit and water heater were in conformance with the New York State Uniform Code.Upon inspection the installation was found to be in violation of 9 NYCRR 717.3(e)(4)which requires that heat producing equipment located within a below grade space opening directly to a garage shall be installed on a non-combustible platform not less than 18 inches above the floor.In this case the boiler has been installed on a non-combustible platform that is only 16 inches above the floor and not the required 18 inches. The owner,Mr.George Williamson has asked for relief from The Department of State Codes Division in the form of a routine or administrative variance.Because the installation is complete,raising the unit would be costly and impractical.Furthermore Mr. Williamson argues that the 2 inch deviation is so slight that strict compliance with the provisions of the Uniform Fire Prevention and Building Code would produce a negligible additional health,safety and security benefit to the occupants of the building. printed on recycled paper Williamson Variance Request Page 2 After inspection of the installation and consultation with my supervisor,we agree that the granting of a routine variance would be appropriate in this case.The decision has to be sent to Albany where it will be reviewed,signed and sent out to the appropriate agencies. If you have any further questions pertaining to this matter please contact me at this office. Sincerely, i Richard A. Smith R.A. Regional Architect,Long Island Regional Office 0 DONALD A. DENIS A R C H I T E C T 5 /r Aquebogue Square ,ym t�O SSS Oma' Route 25/P.O. Box 565 , / �J Aquebogue, New York 11931 'p (516)722-3511 FAX:516-722-3859 Donald A. Denis,A.I.A. �O Frederick R.Weber, R.A. October 19, 1998 Town of Southold Building Dept. Main Road Southold,NY 11971 RE: GEORGE WILLL4MSONRESIDENCE ARBOR LANE,AMTTITUCK,NEW YORK BUILDING PERMIT#24372Z SCTM#1000-121-1-P101.5 Dear Sir/Madam: As requested, please find attached shop drawings on the Floor Trusses for Mr. Williamson's Residence signed and sealed by a NYS Licensed Professional Engineer. I trust this meets with your requirements. Very truly yours, i f h, F �f NALD A. DEN S,A. . DAD:dmh Enc. cc: Mr. George Williamson Mr. Tim Corwin r TOP CMORD BDTTOM CHORD WEBS REACTIONS LUMBER SPECIFICATIONS 1 1 - -523 0 1 - 0 W 1 - -476 W14 - 1271 R 1 - 476 lbs TOP CHORD 4 X 2 01/12 CAN. S-P-F SPLICE DESIGNATIO145: T 2 -1337 B 2 = 1094 W 2 642 W15 -1271 R 2 1605 lbs DO CHORD 4 X 2 71/12 CAN. S-P-F .r SP-11: 3-6 T 3 - -1570 B 3 - 1580 W 3 - -681 W16 - (171 R 3 - 476 Ibs WEB HEM. 4 X 2 STUD S-P-F SP-12: 3-8 T 4 - -1133 8 4 1570 W 4 = 269 W17 - -871 SP-13: 116)3-10 OR RN32105 T 5 = -1133 6 5 = 655 W 5 -289 W18 = 571 SP-14: 3-10 ON FLAT T 6 - 75 B 6 - -805 W 6 - 11 W19 - -153 STANDARD UNIFORM LOADING (pst) 2.5-10 ON SIDES T 7 = 1871 B 7 -2936 W 7 = -6 W20 6 TCLL - 40 TCDL - 10 SCOL - 5 SP-15: H3125 T B - 1871 B B - -805 W B - -153 W21 - -11 SP-I6: H3f25 OW FLAT T 9 - 75 B 9 - 655 W 9 - 571 W22 - -289 REOUIREO LEFT BEARING SIZE - 3.5 IN 2.5-10 ON SIDES 110 - -1133 810 1570 W10 = -871 W23 - 289 REQUIRED RIGHT BEARING SIZE - 3.5 IN SPLICES SP-14 AND SP-16 REQUIRE A 4X2X12" NO. 2 BLOCK OF IHE T11 - -1133 Bit - 1580 Wit - 871 W24 - -681 INTERNAL BEARING SIZE -3.50 IN SAME SPECIES AS THE CHWRD MATERIAL. T12 = -1570 B12 = 1094 W12 - -1271 W25 - 642 INCREASE - 1.000 HIGHER SPLICE NUMBERS MAY BE SUBSTITUTED FOR LOWER SPLICE T13 - -1337 813 - 0 W13 = 1271 W26 - -476 DEFLECTION FACTOR - 350 NUMBERSAT THE FABRICATOR'S OPTION. EXAMPLE: SP-15 MAY BE T14 - -523 SUBSTITUTEO FOR SP-14 SPLICE PLATES ARE TO BE APPLIED TO BOTH FACES OF THE CHORD. 4X2 BLOCKS TO BE CONNECTED TO TC AND BC WITH DNLY ONE SPLICE PER CHORD IS ALLOWED ON EACH SIDE OF THE TWO 3 IN. SPIRAL NAILS OR WITH 1.5-3 020) PLATES CENTERLINE OF ANY SPAN. ! YD WHERE NO RIGID CEILING 15 APPLIED DIRECTLY TO THE BOTTOM CHORD. Ga•� Y�y Y�,IT SHALL SHALL BE BRACED AT INTERVALS 140T EXCEEDING 10 ft.- 0 in. 0 C. IN FOR MORE DETAILED INFORMATION CONCERNING STRONGBACK BRIDGING AND LATERAL BRACING, REFER ID PAGE 16 OF THE SPACEJOIST DESIGN MANUAL. a.• THE SPACEJOIST WEBS OVER THE INTERIOR BEARING MAY BE ADJUSTED TO •413 -£' OVERLAP EACH 4x2 VERTICAL BLOCK BY 1 INCH PER VERTICAL (FETAL WEB t�t!�- GAP 1 IN MAX) WITHOUT ADDED PLATING. A MAX GAP OF 3 INCHES MAY i S� 1 BE ACHIEVED WITH A 2 5-4 IMODEL 201 OR A 2430 (115000) CONNECTING �T- y�-'- THE 4x2 VERTICALS TO THE TC AND BC. ANY ADJUSTMENTS MADE WILL AFFECT CHASE WIDTH, S� 067538 DC7 opg0`ESSIO��P�� 17-8-12 �cP 1 © 1%7 0-,�-0 23-5-0 0-r?-0 1" II °� it-e=36 1 �e `'�' °'Q 08.38"I 49 H 1 .5-3 + I 71 1 .5-3 S) SJ SJ S,� Sa\ So SO 3F9 U fV IU LIl LD 23L9-0 PLATE CODE SPACING DATE MODEL 2 0 TPI 85 24.00 i n. 09/08/97 IMPORTANT NOTES:Tnowal Systema Space loistr-webs are loaned Iron 20 gags,hold SalvaNid(ASTM A 445)grade A steel.Trusses shall „ be labricatd in acrid accordance with the truss design from accurately cul wood members dampd in rigid fixtures duMq assembly to inure W In eonpW d truss u its.SpeceJoW webs we lob.appWd to both aklas d the SpaceMst unk and are b be pressd bb the wooden mwabers so that kA penetration of the tooth la oblainsd without aushkq ttw outer surface d the wood.The top lord is assund b be lateraly braced by the floor or I� ` root sheathing.The bottom is assumed to be Waraly bra=d it a rigid caft materiel is attached directly W Yu bosom lord Ino1Mr uses tM boll m _ S P A C E J 0 I S T/V 2 PLUS - V2- 10 'j' =lard is to be laterally,braced at kservaY net wa.ednq f a-0 o.e. o dampen real"vibration,which is eonrnon to al tram V system.and b provide ler load sharing between mesas,2X8 slrorrgbsek bridgirp is recomnwdd at 19-W o.c,ler a1 floor apww over 17-0'and at IV-W o.e.lord rod spans aver 16b'.2X4 strongback br'dpNq may be wed n SpsceJoisls constructed with OV20 or OV20 webs.For additional kiomudion uroemkp \_-_--, �fes. Mackq ad strongback bn d,,.refer 10:Dago 8pee7ic .br M.W Plate C...Jd PamU Chord Mb Tt u .PCT-80,M'sw Tmu PW e LW IrmOluN.Where confus n troy axial cwwrnirg proper Sold orWion,cle"nrrrk at blerkx bearing kaatbns.wtlilwms.and 0»chords d Uw cuss TRUSWAL SYSTEMS CORPORATION to prevere Improper inaloLvkun. tt is the responsibMy d ollws w auda��1design adWon sdswing meet or"cod the actual 1 r dead beds knposd by the structure and kve bads kgmod W the local DWG 9059F X 2 5 1 0 2 4 1-08 / WIS LOG HOMES/WILLIAMSON RESIDENCE / Version 3.0 TOP CHORD BOTTOM CHORD WEBS REACTIONS LUMBER SPECIFICATIONS I 1 - 499 B 1 - 0 W 1 - 0 W17 - 316 R 1 - 1626 ]be TOP CHARD 4 X 2 210OF-1 BE MSR S-P-F IN) SPLICE DESIGNATIONS: 1 2 1704 8 2 • -927 W 2 - -571 Win --717 R 2 - 1253 lbs BOT CHORD 4 X 2 01712 CAN. S-P-F SP-11: 3-6 T 3 - 3939 8 3 - -2482 W 3 - 510 W19 - 717 R 3 - 526 lbs WEB HEM. 4 X 2 STUD S-P-F SP-12: 3-8 T 4 3164 8 4 • -4168 W 4 • -928 W20 1181 SP-13: (18)3-10 OR RN32105 T 5 1493 B 5 • -2161 W 5 928 W21 -1181 SP-14: 3-10 ON FIAT T 6 - 410 B 6 - -826 W 6 - -1634 W22 - 780 STANDARD UNIFORM LOADING (psfl 2.5-10 ON SIDES T 7 - 96 8 7 • -410 W 7 272 W23 -780 TCLL - 40 TCDL - 10 BCDL - 5 SP-15: H3125 T 0 - 96 8 8 - -110 W 8 - 1197 W24 - 400 CONCENTRATED LOADS 11061 SP-15: 113125 ON FLAT T 9 - 375 8 9 - -640 W 9 - -1197 W25 - -153 TYPE LOAD POSITION 2.5-10 ON SIDES T10 1241 810 • -1841 W10 • 796 W26 -44 TCLL 160 0 - 0 - 0 SPLICES SP-14 AND SP-16 REOUIRE A 4X2XI2' N0. 2 BLOCK OF THE 111 - 652 811 - 138 WIT - -796 W27 - n0 SAME SPECIES AS THE CHORD MATERIAL. T12 -792 012 • 1445 W12 - 496 W28 -380 RE(KIIREO LEFT BEARING SIZE - 3.5 IN IIIGIIER SPLICE NIBYTERS MAY BE SUBSTITUTED FOR LOWER SPLICE 113 - -1048 B13 • 2148 W13 - -211 W29 - 300 REOUIREII RIGHT BEARING SIZE - 3.15 IN NUMBERS AT THE FABRIC4TOR'S OPTION. EXAMPLE: SP-15 MAY BE T14 - -1846 814 - 2081 W14 - -140 W30 - -772 INTERNAL BEARING SIZE -3.50 IN SUBSTITUTED FOR SP-14' T15 -2148 B15 - 1444 W15 - 16 W31 - 727 INCREASE - 1.000 SPLICE PLATES ARE TO BE APPLIED TO BOTH FACES OF THE CHORD. T15 - -1763 015 - 0 W16 - -316 W32 - -526 DEFLECTION FACTOR - 360 ONLY ONE SPLICE PER CHORD IS ALLOWED ON EACH SIDE OF THE T17 - -797 CENTERLINE OF ANY SPAN. INTERIOR BLOCKING REQUIRED FROM 6.41 TO 7.4ft 2x8 72 OF-S RIPPED TO 6.25 WIDE. WHERE NO RIGID CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD, ATTACH THE BRG BLOCK WITH 3 IN. SPIRAL NAILS SPACED 3 IN. O.C. IT SHALL BE BRACED AT INTERVALS NOT EXCEEDING 10 it - 0 in 0 C 1*) IN THE TC AND BC 4X2 BLOCKS TO BE CONNECTED TO TC AND BC WITH �A� 'C'WN FOR MORE DETAILED INFORMATION CONCERNING STRONGBACK BRIDGING AND TWO 3 IN. SPIRAL NAILS OR WITH 1.5-3 (M201 PLATESF/- IAIERAI. BRACING. REFER 10 PAGE 16 OF 111E SPACEJOIST �Q IILSIGN MANUAL. THE SPACEJOIST WEBS OVER THE INTERIOR BEARING MAY BE ADJUSTED TO OVERLAP EACH 4x2 VERTICAL 81 OCT. BY 1 INCH PER VERTICAL IMETAI_ WEB Ail GAP 1 IN MAXI WITHOUT AODt11 PIATING A MAX GAP OF 3 INCHES MAY 6, BE ACIIIEVEO WITH A 2 5-4 IMODEL 201 OR A 2430 (850001 CONNECTING THE 4x2 VERTICALS i0 LIE TC AND BC. ANY ADJUSTMENTS MADE WILL t`is'tTr. AFFECT CHASE WIDTH. �� "-"I`�'� - yLsFO 0 A90FESSIONP� F 23-8-12 �. � x;57 f_ 122-1-111 0 0 29-5-0 0-a-0 C-) Ci ✓2' �Q' yQ' Ci N 1 --- 1 .5-3 S,J ,s4\• ,.I S� sV sq Sq sq S;, _ Sv 3 l" IJ �� 1-13-13 ll '7 J Il JI l7 �s 1 1 1.5 rn LO fV fU Ln N 6-0-8 I 11-9-15 1 11-10- 29-9-0 t 1 PLATE CODE SPACING DATE MODEL 20 TPI 8 5 24 .00 i n. 0 9/0 8/9 7111PORTANT NOTES:Truswal Systems SpeceJolall"webs are loaned from 20 gags,hol-doped paNanhd(ASTM A 446)grads,A steel.Trusses shat „ be fabricated In strict accordance with the truss design Irom accurately cot wood members damped in Agld fixtures during assemlry to Insure untorriy in completed truss ants.SpaceJokl web ars,to be applied to both sides of the Spacwfoisl unit o d are to be pressed info the wooden members so that ILA penetration d the teeth is obtained without Crushing the outer surface of the wood.The lop chord is assumed b be laterally braced by the floor or roof aheathir,.The bottom is assumed to be latera braced t a ritfid cetYp material Is attached directly to the bosom chord.In other cases the bosom S P A C E J 0 I S T/V 2 PLUS — V2- 10 'I' for to d w «w bracednIs at Miesivals.2x6 s ra��k lidac" V-0're omTo dan dedpon at residual Hy-o" for R which floor common r r framingW and systems,and b all tprovide d la hod she' between trusses,2x8 stn k r recommended at td-0'O.C.o.e.for at floor•esus ovs,r 17-0'and at 1!i-0'o.c.for d rod spans over 18'-0'.2x4 strorgback bridg may be used m SpaceJoids constructed with YV20 or IIV20 webs.For additional iniomWlon concartirp {/� brook,and st.4.k bridging,rotor I Ds,sign Spociicalkrns for Metal Plate Connected Pan"Chard Wood Trusses.PCT-So.by the Truss Pkls, QWWWAMA$i JT�V�.S "ShAs.Where codusion nay ane caw.mfng held weetfon,do**/rnrk at interior beark, nn locations. nQevers,and d r to chords the truss nt i TRUSWAL SYSTEMS CORPORATION to proved k aper atatetiom N is The rasponsrb d othersYbeds utilized acarian at 8e design butilized on this drawing net or exceed the actual Mad loads imposed by the structure and five Wads imposed by the local Hiding coda or historical cTmatic records. 9059F T 9 7 2 5 1 0 2 4 - F07 / WIS LOG HOMES/WILLIAMSON RESIDENCE / Version 3.0 TOP CHORD BOTTOM CHORD WEBS REACTIONS LUMBER SPECIFICATIONS T 1 - -734 B 1 - 0 W 1 - -626 W B - -143 R 1 - 626 ]ba TOP CHORD 4 X 2 01/12 CAN S-P-F T 2 = -2007 B 2 = 1534 W 2 900 W 9 = 263 R 2 = 626 10s BOT CHORD 4 X 2 11/02 CAN. S-P-F T 3 - -2699 B 3 - 2479 W 3 - -955 W10 - -563 WEB NEM. 4 X 2 STUD S-P-F ' WHERE NO RIGID CEILING IS APPLIED DIRECTLY TD THE BOTTOM CHORD, T 4 = -2599 B 4 2699 W 4 563 W11 = 563 IT SHALL BE BRACED AT INTERVALS NOT EXCEEDING 10 ft.- 0 1n. O.C. 10 1 5 = -2699 B 5 2479 W 5 = -563 W12 -955 T 6 - -2007 B 6 - 1534 W 6 - 263 W13 - 900 STANDARD UNIFORM LOADING (pst) FOR MORE DETAILED INFORMATION CONCERNING STRONGBACK BRIDGING AND T 7 = -734 B 7 = 0 W 7 -143 W14 = -626 TCLL - 40 TCOL - 10 SCOL - 5 LATERAL BRACING. REFER TO PAGE 16 OF THE SPACEJOIST DESIGN MANUAL. 4X2 BLOCKS TO BE CONNECTED TO TC AND BC WITH REGUIRED LEFT BEARING SIZE - 3.5 IN TWO 3 IN. SPIRAL NAILS OR WITH 1.5-3 (M20) PLATES REGUIRED RIGHT BEARING SIZE 3.5 IN THE SPACEJOIS1 WEBS OVER THE INTERIOR BEARING MAY BE ADJUSTED TO INCREASE - 1.000 OVERLAP EACH 4.2 VERTILAL BLOCK BY 1 INCH PER VERTICAL (METAL WEB DEFLECTION FACTOR 360 GAP 1 IN. MAXI WITHOUT ADDED PLATING. A MAX GAP OF 3 INCITES MAY BE ACHIEVED WITH A z 5-4 IMODEL 201 OR A 2430 (R50001 CONNECTING THE 4x2 VERTICALS 70 THE TC AND 8C. ANY ADJUSTMENTS MADE WILL AFFECT CHASE WIDTH. .r ~-A M K; F,. "_ tit111 t�FpA 067 ,19, J R�FESSiON��" $EP 5-11-4 r 0-,2-0 11-6-8 0 -0 1 ' 1 ' H ` lig H 1 .5-3 % + \ '� `��, / 1 .5-3 3 H ] .5 1.1 11-10-8 N .51.. t 11-10-8 , PLATE CODE SPACING DATE MODEL 2 0 TPI 85 24.00 i n. 09/08/97 IMPORTANT NOTES:Trwwal Systems Specwbist"'webs are loaned from 20 g.ge,lra-0' p.Mnazd(ASTM A 446)grds A steel.Trusses shut be lubricated in strict accordenee with IM truss design from accurately cul wood menbera clamped In dpid fxtuu durkg suenby to frame uniformity In oompbld tons units.SpeceJobt webs are to be appisd to both skies of the SpeceJoist writ and we to be pressed Into the wooden meabers to that full penetration of the teeth Is obtained without crushing the outer surface of the wood.The top chord Is assured to be INerally braced by the Door or root shellQ The bo8om b assumed b M W eray brand Y a rigid ceiling material u allaehd drecty b the bottom chord.b edrer cuss the bo8om S P A C E J 0 I S T/V 2 PLUS — V2- 10 T atom k b w r'waBy breed N kNemk not s xsedkg 10-0 o.e.7o d.mpen maklual vbalion,wNch it oonrnon e1 ham�q eyalems.and b provide lar bad sitting between bussu,2X8 alrargbeck h recarrnended al 10'4Y o.e.fa d Boor spans over 17-0'ad al 15'-0'o.a for s1 tool span over 18'-0'.2x4 atrergback Gidpinp tug be used SpeeeJoiNs corrWuctd with BV20«YV20 webs.For additkWrl kJomrtkm corcerrrrg ��f�i�ee brackg and slrongbaek bridging,refer lo:Design Speeiiealiou for MNaI PWe Comectd Peralot Cltord Wood Trusses,PCT•80,by Br True Plate ,-WWWWA SMiLMS Intiluls.Wtrre corrlusion may eXist aerrcerrrirrp W field«scion.chary meds J kderior bearkg leculiou,urar1wm,and the chords ot IM truss TRUSWAL SYSTEMS CORPORATION b preveri kr proper insalWton. R k Ilr responsi lily of otlrrs b ascalan IMt 1M design krds Wized on This dnwkg meal or aced Br actual dwd bads impoad W the lincture urvl Fs bade krposd by 1M local MriJkg wits or NstaiW eferrtb records. DWG 9059F T X9 .72510 `� 4 -5 1:061 / WIS LOG HOMES/WILLIAMSON RESIDENCE / Version 3.0 TOP CHORD BOTTOM CHORD WEDS REACTIONS LUMBER SPECIFICATIONS 1 1 - -522 B 1 - 0 W 1 - -475 W14 - 1271 R 1 - 475 IUs TOP C110RD 4 X 2 01102 CAN. S-P-F SPLICE DESIGNATIONS: 1 2 -1332 0 2 - 1091 W 2 640 W15 -1271 R 2 • 1604 IUs BOT CHORD 4 X 2 •1102 CAN. S-P-F SP-11: 3-G 1 3 - -1562 B 3 - 1573 W 3 - -679 W16 - 670 R 3 - 477 lbs WEB MEM. 4 X 2 STUD S-P-F SP-12: 3-8 1 4 • -1130 B 4 1562 W 4 287 W17 - -870 SP-13: I1H)3-10 OR RN32105 T 5 = -1130 B 5 653 W 5 • -287 W18 • 570 SP-14: 3-10 ON FLAT 1 6 - 75 B 6 - -003 W 6 - 13 W19 - -153 STANDARD UNIFORM LOADING lost) 2.5-10 ON SIDES, T 7 1067 8 7 • -2931 W 7 • -7 W20 • 6 TCLL - 40 TCOL - 10 SCOL - 5 SP-15: H3125 T 8 - 1066 8 B - -801 W B - -151 W21 - -10 SP-16: H3125 ON FLAT T 9 - 71 B 9 - 658 W 9 - 560 W22 - -290 REQUIRED LEFT BEARING SIZE - 3.5 IN 2.5-10 ON SIDES TIO = -1136 810 - 1573 W10 - -859 W23 290 REQUIRED RIGHT BEARING SIZE - 3.5 IN SPI.ICES SP-14 AND SP-16 REQUIRE A 4X2%12" NO. 2 BLOCK OF THE Tit - -1136 B11 - 1561 W11 - 869 W24 - -662 INTERNAL BEARING SIZE -3.50 IN SAME SPECIES AS TIIE CHORD MATERIAL. 112 -1573 012 - 1095 W12 - -1269 W25 = 642 INCREASE - 1.000 IIIGIIER SPLICE NUMBERS MAY BE SUBSTITUTED FOR LOWER SPLICE T13 -1336 813 - 0 W13 - 1269 W26 -477 DEFLECTION FACTOR 3GO NUMBERS AT THE FABRICATOR'S OPTION. EXAMPLE' SP-15 MAY BE T14 - -524 SUBSTITUTED FOR SP-14; SPLICE PLAIES ARE TO BE APPLIED TO BOTH FACES OF THE CHORD. 4X2 BLOCKS TO BE CONNECTED 10 TC AND BC WITH ONLY ONE SPLICE PER CHORD IS ALLOWED ON EACH SIDE OF THE TWO 3 IN. SPIRAL NAILS OR WITH 1.5-3 (M20) PLATES CENTERLINE OF ANY SPAN. ITERE$HALL BEGID BRACEDLATGIS INTERVALSENOTT(EXCEEDING THEitBOTTOM inH0UOC 1♦) ��6 F tJEb{1 Y� FOR MORE DETAILED INFORMATION CONCERNING STRONGBACK BRIDGING AND CHgyFy• 1 AUHM SPACING. (REFER TO PAGE 16 OF Tt1E SPACEJOIST III 51444 MAMIAI . THE SPACEJOISI WEBS OVER THE INTERIOR BEARING MAY BE ADJUSTED TO OVERLAP EACH 4x2 VERTICAL BLOCK BY I INCH PER VERTICAL (METAL WEB ntx` r 64P 1 IN MAXI WITHOUT ADDED PLATING. A MAX GAP OF 3 INCHES MAY 1 OL ACHICVED WITH A 2.5-4 (MODEL 20) OR A 2430 IR50001 CONNECTING L� t THE 4x2 VERTICALS TO THE TC AND 8C. ANY ADJUSTMENTS MADE WILL AFFECT CHASE WIDTH. 0675 ys��pROFESS1C�Pr"���' 17-8-8 6-0-2 0-14-0 23-4-12 04-0 �78_1.11 5Q 0Q 5Q oQ �fB.38'171 5Q II \�yt S'v jb $: j,� jy So So So 3 5" 1.5 IN, NLIT 11-10-4 11-10-8 •5' ` 23 8-12 r PLATE CODE I SPACING DATE MODEL 20 TPI 85 24.00 i n. 09/08/97 IMPORTANT NOTES:Truswal Systems SpaceJokl"'webs are famed Iron 20 gaps,hol�diowd galvanized(ASTM A 446)grade A*last.Trusses shall „ be fabricated In at"accordance with the Truss design from accurately cul wood members amped n rqk Ibdunes durng aesarlbly to iraure unKomnKy in cout mpleted Inas units.SpaceJokl webs ars b be applied to both sides d the SpsceJolsl unit and are to be pressed into the wooden members so that roddnWh p T ebonam4;:u dbwWarall bre dIerrigidcalling ace of Waralsatt�acheddiredchardNtoYNb�ottomchorrd.Inotherrbe laterally casesthebby The ottom ® chord Is to be bderaiy braced M interni not axceedng ld-0•o-e.To dampen residual vibration.which(s co m on b al framing srilams,and b provide SPACE.►0 I S T V 2 PLUS — V2— 10 'I' for load sharing between teases 2x6 altongbaek bidpny Is recommended at UY4r o.c.for all flea spans webs. waw 19-0'lam r&I roof spans over 16-0.2x4 slrongbacli bkgkw may be used m SpaceJoists construdd with BV20 or OV20 ,.-_--.., �lite bracing and arongbeek bridging.refer b:Design Specifications for Metal Ptah Comaeld Parallel Chord Wood Trusses,PCT-E0,by gro Teas Plae iair147 Intimae.Where collusion may exkl concerning proper field aredion.clearly math a1 kderbr bearing locations,cantileversand the chards of IM Inas A TRUSWAL SYSTEMS CORPORATION to prevent improper nstallatiorL k is the resporaaaalr of others b ascertain gw the design bads utilized m this drawing meet or exceed Me actual /j1 `y go 7 2 C 10 `y 4 /},. dead loads imposed by the*(endue ad live bads imposed by IM local building cod.or historical climatic records. UWG 9059E 1 1 ` I (r `( F05 / WIS LOG I-IOMES/WILLIAMSON RESIDENCE / Version 3.0 4 TOP CHORD BOTTOM CHORD WEBS REACTIONS LUMBER SPECIFICATIONS T 1 - -810 13 1 - 0 W 1 - -600 W16 - -1919 R 1 - 6HO Ibs TOP CHORD 4 X 2 210OF-1 BE MSR S-P-F (N) SPLICE DESIGNATIONS: T 2 - -2250 0 2 - 1694 W 2 994 W17 - 1980 R 2 1010 IDs BOT CHORD 4 X 2 210OF-1.BE MSR S-P-F IN) SP-11: 3-6 T 3 - -3025 8 3 - 2805 W 3 - -1055 WIB - 1265 R 3 - 207 lbs WEB MEN. 4 X 2 STUD S-P-F SP-12: 3-8 T 4 -3214 B 4 3245 W 4 - 663 W19 - -1265 SP-13: (18)3-10 OR RN32105 T 5 -3026 B 5 - 3214 W 5 - -663 W20 - 864 511-14: 3-10 ON FLAT T 6 - -3026 B 6 - 2666 W 6 - 262 W21 - -864 STANDARD UNIFORM LOADING (pst) 2.5-10 ON SIDES. T 7 - -2053 8 7 - 1441 W 7 - -262 W22 564 TCLL - 40 TCOL - 10 BCDL - 5 SP-15: H3125 7 a - -494 B 8 - -454 W 8 - 36 Wi•3 - -111 SP-16: H3125 ON FLAT T 9 - 2166 8 9 - -3945 W 9 - -21 W24 - 0 REQUIRED LEFT BEARING SIZE - 3.5 IN 2.5-10 ONSIDES T10 - 2885 810 - -1825 W10 - -107 W25 - 57 REOUI REO RIGHT BEARING SIZE - 3.5 IN SPLICES SP-14 AM) Sp_16 REQUIRE A 4X2X12" NO 2 BLOCK OF THE Tit - 1101 Bit - -376 WIT - 430 WZ6 - -57 INTERNAL BEARING SIZE -3.50 IN SAME SPECIES AS THE CHORD MATERIAL. T12 - -96 812 - 408 W12 - -730 W27 - -335 INCREASE - 1.000 HIGHER SPLICE NLr6ERS MAY BE SUBSTITUTED FOR LOWER SPLICE T13 -96 813 - 408 W13 - 730 WZ'B - 316 DEFLECTION FACTOR 360 NUMBERS AT THE FABRICPTOR'S OPTION. EXAMPLE: SP-15 MAY BE T14 - -456 814 - 503 W14 - -1131 W29 - -287 SUBSTITUTED FOR SP-14! T15 - -222 B15 - 0 W15 - 1131 SPLICE PLATES ARE TO BE APPLIED TO BOTH FACES OF THE CHORD. ONLY ONE SPLICE PER CHORD IS ALLOWED ON EACH SIDE OF THE INTERIOR BRG. BLOCKING REQUIRED FROM 14.3 TO 16.62ft CENTERLINE OF ANY SPAN. 2x8 02 OF-S RIPPED TO 6.25 WIDE ATTACH THE ERG BLOCK WITH 3 IN. SPIRAL. NAILS SPACED 3 IN. O.C. SPAN 1 2 . c STRONGBACK BRIDGING 1S RECOMMENDED AT THE MIO-SPAN IN THE TC AND 8C. i1)-fs••-• 4X2 BLOCKS TO BE CONNECTED 70 TC AN[) 8C WITH T- w,ERE NO RIGID CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD, TWO 3 IN. SPIRAL NAILS OR WITH 1 5-3 91201 PLATES 11 SHALL BE BRACED AT INTERVALS NOT EXCEEDING 10 It.- 0 in. O.C. (4) �, .�-C{�•"•(��'%<i �� FOR MORE (DETAILED INFORMATION CONCERNING STRONGBACF BRIDGING AND LATERAL BRACING. REFER TO PAGE 16 OF THE SPACEJOIST DESIGN MANUAL. ,.+? •4 3T ,_5 to r etc 067538 �V\ op'�ESSIONP�'� � 21-1-3 1997 7-7-1 , 10-0-0 15-9-0 25-5-0 0- -0 IN N t .5-3 -ff — = — t } 35" So •Sl, o� S,o S,� Sed •S:-, .Ser\ 6<. 2-3-13 Ot U3 20-0-0 , 5-9-0 IV fU 15-7-8 10-1-85 , N i. ' . i 25-9-0 , PLATE CODE' SPACING DATE MODEL LU TPI 85 24.00 i n. 09/08/97 IMPORTANT NOTES:Tnnwal Systems SpaesJobt^'webs ars formed from 20 gag.,TKA.tp,d galvanized(ASTM A 446)grade A sleal.Trusses shag be fabriceld in sleet a000rdanu wgh 1M W u cul design from accurately cwood mambas dampedin rigidgxlurse during asser bly to Insurs uniformity In co pleld Inns units.SpeaJoW webs an b be applied to both aids d due Spaesloist unk and are,To be pressed inb Itue wooden members so that 'A his, ` full panebadon of the tests is obtained without crushing ginuAer osurface of gin wood.The lop chord s assumed b W be esly brad Ow flow r rad aheNhing TM bomom is assumed b los Wraly(xaeed g a rigid esiig material is Ndched diedlY ro gin boltam ehwd.In oder cassi,M boltwn i.' C' �J�11 chord 4loMlNeragybncdMidaveY rued aaaeufeglV-0•o.e.To dampen nirdual vaMbn,whkh isamnonloallnmyq syNena,enddprovide .-7 i1--1\C•E,J l�I J T/V 2 PLUS — V2- 10 fr Md ahainp Mtween innaes.YxA alrrpbeek��W!�Is r.00nxnad.d N,0'-0'o.e.fr.g flow spans wer,7-0•aruS.t,S-0•o.o.(w erg rod spans wa 16'-0•.2x1 strongbeck bridpirq maY(H uauw m SWc�Ku anbucld wish BVTO w gVZO webs.For addilipTal kdwmelion crucwnkg ,�-.♦._-,SM �. LE fMacirg and slroru{�ack dklgirg.rsler lo:Design SpeeYicrbm for Metal tWNs Conuedd Preget l'xwrd 1Nood Trusses.PCT-E0.by IM Truss PINe i�iJ 1roWrda.Where oordusion may ads[ewwankug p�opet gNd redionmark al inlaiw bewhg kwliom.afdgwas.rd UN chrds d IM treat (y' 1RUSWAL SYSTEMS CORPORATION fo prwerd inpraper irntalaiion. Mia aha respons of oNen b Yuat flus desgn bads ulg¢d on Nis drawing meet r exceed Ne actual T 'Ir 972 7 2 5 1 O 24 - 3 AL} — dead bads kryosd try IM sirucluee and five beds krposd IM bat bugdkg ade w listoricel cgmagc reerda. DWG `1059F 1:04 / WIS LOG HOMES/WILLIAMSON RESIDENCE / Version 3.0 TOP CHORD BOTTOM CHORD WEBS REACTIONS LUMBER SPECIFICATIONS T 1 - -1012 B 1 - 0 W 1 - -839 W10 - -107 R 1 - 839 lbs TOP CHORD 4 X 2 01102 CAN. S-P-F T 2 -3181 B 2 = 2428 W 2 1241 Wit • 197 R 2 • 839 lbs BOT CHORD 4 X 2 2100F-1.BE MSR S-P-F IN) SPAN 1: 2 x 4 STRONGBACK BRIDGING 15 RECOMMENDED AT 1HE MID-SPAN T 3 - -4350 B 3 - 3933 W 3 - -1568 W12 - -497 WEB MEM. 4 X 2 STUD S-P-F T 4 -4932 8 4 • 4167 N 4 • 098 N13 = 497 WHERE NO RIGID CEILING 15 APPLIED DIRECTLY 10 THE BOTTOM CHORD. T 5 • -4932 8 5 4932 W 5 -898 W14 • -898 IT SHALL BE BRACED AT INTERVALS NOT EXCEEDING 10 It.- 0 1n. O.C. (4) T 6 - -4932 B 6 - 4767 W 6 - 497 W15 - 898 STANDARD UNIFORM LOADING Ipst) T 7 -4350 B 7 = 3933 W 7 -497 WIG = -15BB TCLL - 40 TCOL - 10 BCDL • 5 FOR MORE DETAILED INFORMA7ION CONCERNING STRONGBACK BRIDGING AND T B - -31818 8 - 2428 W 6 - 197 W17 - 1241 F LATERAL BRACING, REFER TO PAGE 16 OF THE SPACEJOIST T 9 - -1012 8 9 - 0 W 9 - -107 W 1 8 - -B39 REOUIREO LEFT BEARING SIZE - 3.5 IN DESIGN MANUAL. REWIRED RIGHT BEARING SIZE 3.5 IN 4X2 BLOCKS TO BE CONNECTED TO TC AND BC WITH INCREASE - 1.000 TtrE SPACEJOIST WEBS OVER THE INTERIOR BEARING MAY BE ADJUSTED TO TWO 3 IN. SPIRAL NAILS OR WITH 1.5-3 (M201 PLATES DEFLECTION FACTOR 360 OVERLAP EACH 4x2 VERTICAL BLOCK BY 1 INCH PER VERTICAL (METAL WEB GAP 1 IN. MAX) WITHOUT ADDED PLATING A MAX GAP OF 3 INCHES MAY BE ACHIEVED WITH A 215-4 (MODEL 20) OR A 2430 (R5000) CONNECTING THE 4x2 VERTICALS TO THE TC AND BC. ANY ADJUSTMENTS MADE WILL AFFECT CHASE WIDTH. ,� 7777.E i �;' ��OFRO67538 FESS1 5£P 1 01997 i 1 7�LJ—o 0 A-0 15-5-0 0-q-0 1 . 1 H E 51 I _ 7 I� 3 H 1il 1 .5 w to ¢ 15-9-0 n unit 15-9-0 PLATE CODE SPACING DATE MODEL 20 TPI 85 24.00 i n. 09/08/97 IMPORTANT NOTES:Trusting Systems SpeceJoisl"webs are lormd Irom 20 gags,hot Aped galvanized(ASTM A 446)grade A steel.Trusses shall „ be fabricated M strict accordance with Ibs buss design from accurately IIA wood members damped In rfgd 1iMtres during assembly to Insure uniformity in conpW d(ruse mks.SpaeeJoht webs aro to be applied to both sides of the SpaceJoisl unit and am to be pressed ifo the wooden members w thal '` '` full penetration d the IeNh is obtained without crushing IM outer surface of the wood.The lop dwddys assumed to be Iateraly Macri by the floor or to the er cases the bottom C ® rloof sheathing.The bad sharing belw�esn 1 uses,Is P8b Kto be di braced 1a 0 o.c en residual vibration.which Is common��1 d� g syyssrtems,andto ant rod SPACEJOIST/V2 ST/V2 PLUS V2- 10 opens wer 16'-0'.2X4 slrongi bridgingmay be wed in SpaeeJoists constructedwith OV20 or 9V20 webs.Fm ddilimud information concerrwg \'W"m� I SYSTEMS M.cig and strorgbaclt b idging,r gar o:Design Specitkations far Metal Plate Connected Persist Chord Wood Trusses.PCT-fa,by the Truss Plage ketiture.Where cordmim may exlsl concerning proper Fret erection,clearly mark all interior bearing bC&na.cantilevers,and IM chards d the Irma F(7 (Jr �] 0 4) .A TRUSWAL SYSTENLS CORPORATION to prevent improper installation. N b the responsibW d ohms to ascertain gW the design bads %aed on This drawing mete or exceed die actual 1 a 2 nG+ `x dead loads imposed by Oe structure ad Fe loads imposed by gM kcal b i4iig code ar historical eGrelic mcm&. ��05f)f r � OwG - F03 / WIS LOG ItOMES/WILLIAMSON RESIDENCE / Version 3.0 V� TOP CHORD 807TOM CHORD WEBS REAC71ONS LUMBER SPECIFICATIONS I 1 • -514 B 1 - 0 W 1 - -470 1415 - -1715 R 1 - 470 Ibe TOP CHORD 4 X 2 210OF-1 BE MSR S-P-F (NI SPLICE DESIGNATIONS: T 2 -1307 8 2 = 1075 W 2 = B30 WI6 994 R 2 - 1746 lbs BOT CHORD 4 X 2 11/12 CAN. S-P-F SP-f f: 3-6 T 3 - -1521 B 3 - 1540 W 3 - -669 W17 - -994 R 3 - 562 lbs WEB MEM. 4 X 2 STUD S-P-F SP-12: 3-8 T 4 = -1043 B 4 = 1521 W 4 = 277 W18 = 594 SP-13: 11613-10 OR RN32105 T 5 -1043 B 5 546 W 5 = -277 W19 = -594 SP-14: 3-10 ON FLAT T 6 203 B 6 - -953 W 6 - 23 W20 - 150 STANDARD UNIFORM LOADING (Psf) 2.5-10 ON SIDES, 1 7 = 2374 8 7 -3482 W 7 = -13 W21 - 0 TCLL - 40 TCOL - 30 OCUL - 5 SP-15: 113125 T B 2289 B 6 - -760 W 8 - -166 W22 - -45 SP-16: 113125 ON FLAT 1 9 - -73 B 9 - 906 W 9 - 593 W23 - 45 REOUIRE0 LEFT BEARING SIZE - 3.5 IN 2.5-10 ON SIDES 110 -1404 810 1902 1410 = -894 W24 - -446 REOUIRED RIGHT BEARING SIZE = 3.5 IN SPLICES SP-14 AND SP-16 REQUIRE A 4X2x12" NO 2 BLOCK OF THE 111 - -1902 811 - 2176 W11 - 894 W25 - 446 INTERNAL BEARING SIZE -3.50 IN SAME SPECIES AS THE CHORD MATERIAL. T12 = -2138 012 = 2176 W12 = -1594 W26 - -038 INCREASE - 1.000 HIGHER SPLICE NIRMDERS MAY UE SUBS11TUIEn FOR LOWER SPLICE 113 = -1726 013 2100 W13 1322 427 - 709 DEFLECTION FACTOR = 36D NUMBERS AT THE FABRICATOR'S OPTION EXAMPLE'. SP-15 MAY BE T14 -650 814 - 1353 W14 - 1423 W28 - -562 SUBSTITUTED FOR SP-141, 815 - 0 SPLICE PLATES ARE TO BE APPLIED TO BOTH FACES OF THE CHORD. ONLY ONE SPLICE PER CHORD IS ALLOWED ON EACH SIDE OF THE 4X2 BLOCKS TO BE CONNECTED TO TC AND BC WITH CENTERLINE OF ANY SPAN. TWO 3 IN. SPIRAL NAILS OR WITH 1.5-3 (M20) PLATES SPA14 1. 2 It 4 STRONGBACK BRIDGING IS RECOMMENDED AT THE MID-SPAN SPAN 2: 2 x 4 SIRONGBACK 6RIDGiNG 15 RECOMMENDED AT THE MID-SPAN jr WHERE NO RIGID CEILING IS APPLIES DIRECTLY 10 THE BOTTOM CHORD. IT SHALL BE BRACED AT INTERVALS N07 EXCEEDING 10 it.- 0 in. 0 C. (U 101: MOUL IDE.TAlltll INf OHMAI1l7N L1114t1.NNING SHIONGHACK BRIDGING A140 (.AILRAI. UNACING. HEELR 10 PALL Iv (d DHE SPACL,IDISf 'i x DESIGN MANUAL. THE SPACEJOISI WEBS OVER THE INIENIOW BEARING MAY HE ADJUSTED TO DVEWLAP EACH 4x2 VERTICAL BLOC.r. BY I INCH PEW VEIIIICAL (METAL WEB r `•�$`J� , fl, 11 GAP 1 114, MAX) WITHOUT ADDED PLATING•. A MAX GAP OF 3 INCITES MAY BE ACHIEVED WITH A 2 5-4 (MODEL 20) OR 4 2430 (R50001 CONNECTING THE 4x2 VERTICALS TO THE TC AND EC ANY ADJUSTMENTS MADE WILL AFFECT CHASE WIDTH. 0�67538 "'�ESSIONA�" 1 19-0-7 , - --- I,-(;- 3- ----I SPP 1 0 137 0-12-0 25-5-0 0-IT-0 N _ _ � .5 m to IU fU Ln Ln 12-2-8 13-6-H -� 5' ` 25-9-0 ------ I PLATE CODE SPACING DATE IMPORTANT NOTES:Truswal Systems SpaceJoial—webs&re formed from 20 gage,MA•d'pped gaNardted(ASTM A 446)grade A sleet.Trusses shall MODEL 20 TPI 8 5 24.00 ]n. 09/08/97 be fabricated in strict accordance wilh the truss design from accurately cut wood nlambers damped in rigid fixtures during assembly to insure uniformity In comploted truss units.Space fowl webs are to be applied to both aides of the SpeceJoist unit and are to W pressed Into the wooden m7erllbers so that ','bb.- penetration of the tooth is obtained without crushing the outer surface of the wood.The top chord is assumed to be laterally braced by the floor or roof sheathing The bottom Is assumed to be laterally braced 1 a rigid calling material is attached drsidly to gas bottom chord.In other cases the bottom P A C E J 0 I S T/V 2 PL US - V2- 10 ® lord Is to be W&rally braced at Iraervets not exceeding to-0'o.c.To d&rnpen residual vbration,w17kh in common to a framing systema,and to provide for food bag d ____-,SMEJ T V 97 2 C 10 24 -1 TRUSWAL SYSTEMS CORPORATION bwwareswnhWdiamlr1usi6epnlgrr'r•oeo0npb'cg.eeabr2twdaainwee4sk ehsbnblrinrtokarrnullugi7sQ0anabryleag.eac,,xWkrai2sbktxter6eirOdallagoetwirn::groeUenmssmgpsbkoaigagynen spkM bSrqbpi6rwe�ld�yWpaoldfirifcqeadiln dlbi MSemrprraesadcebtoroaior JnnaMo.sniasccefkleraeurdlaloaPreoY�ndknr matagettetrauCr1dk 0at'aha•r0edlw'iwdMoeeile.teeshdi.d goSfnPorVrabbZdrusOaallM aefirlnl ogugGoVrb1Ta2Wse0preaealdlwinaWoesKMn owo,g.daraFinrb«radiuiZlaswe'ds-0wedei'sirnlaai.g w.nPamduCnelTetd ei-gStJ1w0wa5,'nc•be0huyax'oclOorieodu.encs d.Toefnotfohru1rMecds aaPIcrnrtuloiawarotgsstl imposed by the slnclve and l ve bets hryaced by IM local bulN g cads or h storical cGrrueWc recede. IJ15 1-mi HOMES/WII_LIAM50N RES.IDENCL / Version 3.0 I r lop CHORD 001TOM CIIORD WEBS REACTIONS LU11DER SPECIFICATIONS 1 f - -079 0 1 - 0 W 1 - -729 W 9 - 0 R f - 729 It's TOP CHORD 4 X 2 It/02 CAN S-P-F T 2 = -2469 8 2 = 1638 W 2 = 1078 W10 -352 R 2 729 Itis BOT CHORD 4 X 2 210OF-I.BE MSR S-P-F (N1 SPAN 1: 2 X 4 STRONGBACK BRIDGING IS RECOM1ENUED AT THE MI11-SPAN T 3 - -3395 8 3 - 3100 W 3 - -1144 Wit - 352 WEB MEM. 4 X 2 SCUD S-P-F T 4 = -3690 8 4 = 3690 W 4 = 752 W12 -752 WHERE NO RIGID CEILING IS APPLIED DIRECTLY 10 THE BOTTOM CHORD. T 5 = -3395 B 5 3690 W 5 - -752 W13 = 752 IT SHALL BE BRACED AT INTERVALS NOT EXCEEDING IU tt.- 0 in. 0 C. H) T 6 - -2469 B 6 - 3690 W 6 - 352 W14 - -1144 ST AhA)ARD UNIFORM LOADING Ipstl T 7 = -879 8 7 3100 W 7 - -352 W15 = 1018 TOLL - 40 TCUL - 10 BCDL - 5 Port MORE DETAIt ED INFORMATION CONCERNING S4101468ACh BRIDGING AND 6 8 - 1038 W 8 - 0 WIG - -729 IAT6RAL BRACING. REFER TO PAGE 16 OF 11E SPACEJOIST 8 9 - 0 REOUIREO LEFT BEARING SIZE - 3.5 IN DESIGN MANUAL. REQUIRED RIGHT BEARING SIZE 3.5 IN 4X2 BLOCKS TO BE CONNECTED TO TC AND BC WITH INCREASE - 1.000 TWO 3 IN. SPIRAL NAILS OR WITH 1.5-3 (M201 PLATES DEFLECTION FACTOR 360 .Fkc sFQ 06753A 11997 --- - 139-0 � 0 1qIl-0 13-5-0 0-,q?-0 II 'I- 5-06 I II .5-3 + --- / 1 .5-3 1` sH 1.5 nj n13-9-0U fU l 13-9-0 PLATE CODE SPACING DATE MODEL 2 0 TPI 85 24.00 I n. 09/08/97 IMPORTANT NOTES:Trucwal Systems SpacaJolalT"webs are Corned from 20 gage,hot-doped galvanized(ASTM A 116)grade A%I".Trusses shall be fabricated in skid axordance with the truss design Irom accurately cul wood meMsrs cianpd in rigid tortures during assembly to insure unilomNy in conpleled Imus anile.SpaceJoisl webs are to be applied to both aides d the Specedofst unit and are to be pressed into IM wooden nrmbws so that '` '` lug penetration d the t"th is odained without rauslwq the outer surface o1 Tho wood.The by chord is assumed b be laterally armed by the 11"or tool shaalhing Tits bo8am is assumed b bs W araNy braced i a rigid eaiiq materiel is a11aMd dkedly to Iha bo8am elord.In oMer uses tM bopom 5 � '7 _ /� lard is to M leThel"braced al Wervab nd esrsadirq 10.4'o.e.To dampen nsiMrl rbrNion,wNch k conmon to ant homing systema,ant to provide f C:F 111 I T V L PLUS) V2- 10 i■ MWAL lar Toad edea ng between nussea.2s6 ahagisck M'dguaTn»rewmnwMd a o c.for d lbor span.wet,2 4 and.1 i 5 4 a a br d raol spas war 16'4•.2x1 slra0_briJgirq may bs used SpaceJois4 oonsuuad with SV20 a gV20 webs.Fa add'piwnl iiormNion eoncarnirq fes. bracing and cuongback Midg:q,rely b:Design Spacgicatbm br Mald PIa1s Conrdd Pardel CloMl Wod Trusses.PCT•e0,by dra Tnsa l'Iwa 2 MAMMA MA SYSTEMS In--. Whwe goraWabn may._,oerasrnkq proper field eraclbn,clwry mark ant Mlda bau:q hacNions,aregwers,and bre dards d Uw hues CjT g 7 2 5 1 0 `8 TRUSWAI SYSTEMS CORPORATION to prwsnt improper insalalbn. R is qu rasponabMy d dhers to ascara:r thw IM des gn loads sized on this drawirq rreW o.escsed Yro acNwi I dwd beds wnpoed Cry Uie stnclura and fne bads impoed by IM bcel buiklirg ods a hielorieal e6nelic records. Dwc 9059E I tit / W :; LUT; IIOML`;/WII_LIAKAJIN L'E5IDEN(A- / Version 3.0 .. -. ,11111ntttttrtr .• url-icl_ OI= rin=_ IOWN GI_t-1tl< lawn of SMItholc.l O' /Cpl�licallott IJ(I. 3 )tt(lllII T . ftlrry, "I"uwII Cleric / �• tr Malt, Roncl t ) Gunslrucliun -----y I'own Hall , _,3119., In ff�� P. U. Box 1179 �� 4 ZZE7 Alloo niton Soitlhold, New York 11911 "eleltht111O r,,.,,,,�•�r�t (!illi) 7115 11101 IJ un "Resltlt!ulinl IOWN U1: '.iOI11'1MI.1) 50111'llt)1.19 WAS I I:Wn l l:lt I)ISPOSn1.. OIS I RIC I" AI'll 1c:n l Ic)11 lur (:ONS"I RIIC'I I01J or Al. rl:Iin"I1c91i ITT Mf-I SI.113IC Init3< I',n n�11 IJu. It „ } 10.00 8/20/97 APPLICANT I,IAMI_:- - Donald A. Denis.,..A..1 .A.z P.C. n I'I'I.I C n N I n I)OIt l-S S: PO_Box 5651._4quebogue, Sl-l'TIC, x (,r55f'oC)t-___x_ ---------- I)I:S(:I11PTIU(J Or 1311OI'0510 COh15"I"R11C1"IU11 (.)I: nL:rl_It�"rIUN ... Prosed sa ngLe_. ;3mi 13' _xesk_eJcAP......... ....:. -- _. IION MAP, Mttsl he allached hereto hofore may he Issued. LOCnI ION OI' I'ROI'OSI b COhl51"RUGTI0I1 OR Al_I1--Rn'IION : OWNER O1= 1'ROI'LIITY : George Williamson OWM--R Mnll-INC. ADIP SS: 176 Woodland Avenue __- _.._.. Verona,.: 07044 — - .._._. OWh1L•R I'ItOPI_It"I"Y A1)DRI:SS ! Artxir-Lane......... ___..,,-„_...._......... _._ _....._.._._.._ Mattituck, NY 11:1_I_I'ilONt Nt3M131_it U1= C0HTAC I I'I It SON ! Donald..Den s,t�lrchitect.722-351J- P/0 1.5 InX MAP IJO. ; Section - Illor-ie 1.01 ,,.__.-.___ .__ ._.. ._._.._ .. ... CIt055 5 1"Itl_CT t - Bergen Avenue .... . _ ._ ... . . ...._ . _ .... ..........._............. .. . . _. I3tlll..l)IIIU PI-:RMI I' I-MMI3LR CROSS 11VI'1: _.. 510nn16110 of /ZpI)I t•_ant I(1'.CI_IV1=1) 13Y : _ /ir..Gl-:{i� ._.. _....... — `( tiwn ( crit s OfflcO 1)n 1-1: : _..._. moo? ��7 ............... . - BUILDING DEPT. INSPECTION ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: zi��te� D4&A- aeAl/ op A /otmc— 17 zy DATE "0102- INSPECTOR 765-1802 BUILDING DEPT. 1 PECTION Z11FOUNDATION UNDATION 1ST [ ] ROUGHPLBG. [ 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ j FIREPLA & CHIMNEY REMARKS DATE INSPECTOR T65-1802 BUILDING DEPT. INSPECTION [ J FOUNDATION IST [ ] ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE � INSPECTOR Mf1 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: dig 00, DATE � � 98 INSPECTOR BUILDING uepr. INSPECTION [ ] FOUNDATION IST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ V INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & C IMNEY REM RKS• DATE g �J � INSPECTOR �Ji 6A �✓ 25 7 -1802 BUILDING DEPT. di� INSPECTION - 61 r/4 [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] !NWILATION [ ] FRAMING [ FINAL ChWkPrl� FIREPLACE A CHIMNEY �� REMARKS: r w I✓V �-- 1 0,� DATE ( ( INSPECTOR BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU ON [ ] FRAMING ( INAL [ ] FIREPLACE & CHIMNEY REMARKS• DATE � INSPECTOR La.. mss_ s �_/� �/__.� / i�� /_ _�, .I i«,_ • crit A v , Ouwl�'?M00414;1 lZMA WK Air .4,,«.frla� it c,.�.;,.,a.,. � •�:.��. i �..,� /o,xr.D OF . . . . . . . F PLAttS . . . . . . FORM NO. 1 � SETS S 0 ' - _ - • � . SURVEY g TOWN OFSOUTHOLD �IICCK • • • • • • • • • • • ' • • ' " " ' BUILDING DEPARTMENT TOWN HALL SEPTIC Fonll - . . . . . SOUTHOLD, N.Y. 11971 TEL.: 765-1802 tt OT`F7 bonald Denis 722-3511 CALL . . . . . 6 . . . . . . . • 19 .r. /J HA IL TO : 9 5� Donald A. Denis,• A�I.A,PC kpprovcd . . . . .71�K . . . . .. 19/. Permit No. . 1. j.7L PO Box 565 . . . • . . Aquebogue, NY 11931 (Bu d- t/tisp(ctWori, APPLICATION FOR BUILDING PERMIT Date . . . . . . . . . . . . . . . . . .. 19 . . . INSTRUCTIONS a. Th-is application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 Is 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 areas, and giving a detailed description of layout of property must be, drawn on the diagram which is part of this appli- tion. 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 all 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 all 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 61cling Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or :gulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. to applicant agrees to comply with all applicable taws, ordinances, building code, housing code, and regulations, and to mit authorized inspectors onpremises and in building for necessary ' ctions. (Sig ature of applicant, or name, if a corporation) 176 Woodland Avenue, Verona, NJ, 07044 . . . . . . . . . . . . . (Mailing address of applicant) ate whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . mteofowner ofpremises . CegTgp.wllliamson. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (as on the tax roll or latest deed) applicant is a corporation, signature of duly authorized officer. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Name and title of corporate officer) Builder's License No. . Not Selected Plumber's License No. Not Selected Electrician's License No. Not Selected . . . . . . . . . . . . . . . . . . . . . . Other Trade's License No. . . . . . . . . . . . . . . . . . . . . . Location of land on which proposed work will be done. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Arbor Lane,.,Mattituck,. NY. . 11952. . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . House Number Street I-Iamlet / County Tax Nlip No. 1000 Section . . . . . .121. . . . . . . . . Block .. . . . . . . . . 1. . . . . . . . Lot . . . • . • • "Thornton Smith, Section 2 4 . . . . . . • • • Filed hlap No. . . . . . . . . . . . . . . Lot . Subdivision . . . . . . . . . . . . . . . . . . . . . . . (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: Vacant Lane a. Existing use and occupancy . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . b. Intended use and occupancySingle Family Residence ' , ?. Nature of work (check which applicable): New Building , , ditio n . . . . . . . . , , Repair . . . . . . . . . . . . . . Removal g, , , , , , , Ad . . . . . . . . .. Demolition Alteration . . . . . . . . . . . .. . . . . . . . . . . . . . . Other Work . 4. Es(irnated Cost $•200,000 • . I S Fee (Description) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S. If dwelling, number of dwelling units . . . ,O?e (to be paid on Pilin this a If garage, number of cars two ' ' ' • • • • • Number of dwelling units on cath floor application) G. If business, commercial or mixed occupancy s ec' . . . ' ' ' . ' ' ' ' 7. Dimensions of existing structures, if any: Front . . , P WyXaturc and extent of c , llcight , , , , ach type of use " " " " Dimensions of same Structure• • ' Number of Stories . . . , , " " Rear Depth , Depth . with alterations . . • . . . . . . . . . . . . . . . , . , . . , or additions: Front , 8, Dimensions of entire new construction Height Front . . . . . ,8 .. . . . • • ' • • . . . . . . . . . ' ' ' • Rear . . . . . . . . . . . . . . . . . . Height 27' Number of Stories . . . . . . . . , , a 9. Size of to . . ' Number of Stories . Rear . . . . 86, • , , Depth 44' ' ' • ' • • • t: Front . . 412 One. . . . 0. Date of Purchase . . . . :30— Rear . .462. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I. Zone or use district in which prem are situated , . ' Name of Former Ovmer Depth 520. 2. Docs proposed construction violate any zonin laiv . . . •.. . • .' 3. lVill lot be regraded .?JQ g , ordinance or rep. . . . . . . . • . , . . , . " " " ' !. Name of • . . . . . oulation: . . 1Qo . . . . . . . . . . . . . . . . Owner of prerttises Georgie Williamson Will e Name of Architect Donald A. Denis . pD• AddresssOo���gqg ��o���.from premises: Yes No A.Y.A.', Addressl� '5ti ,Aquebo 'e Phone No.201-571-1788 Name of Contractor Not Selected ' ' ' ' ' ' ' ' • VQ Is this propertyAddress � Phone No: 7223511• • . . within 300 feet of a tidal wetland? • •Phone No. , *If yes, Southold Town Trustees Permit may *Yes: No. .X. . . . . " " " ' • PLOT DIAGRAMe required. Locate clearly and distinctly all buildings, whether existing or proposed, and:indicate all set back dimensions perty Lines. Give street and block number or description according to.deee and show street names and indicate whet °rior or corner lot. catfrom her OF NE1V YOR fY OF, . . . . S.S �eorg?•Williamson (Name of individual signing contract) being duty sworn, deposes and says that Ile is file applicant arced, ! . . ... .Owner (Contractor, agent, corporate officer, etc,) awncr or owners, and is duly authorized to perform or have performed the said work and to m on; That all statements contained in this application are true to the best of his knowledge and belief; and that the I be perfomicd in file manner set forth in the all [iced therewith. make and file this before me this �/S l .dr7l . . . . . .. 19 /. 17 lblic, yl SANDRA MO ' ' ' ' ' • • County Notary Public, Stateo Qualified inKings Qualified in Kings Coun Commission Expir�5 —a -o; :.. . ... . . . . (SiP n a f n._ 0 0 N Young & Young, Land Surveyors 400 Ostrander Avenue, Riverhead, New York 11901aBE DLiIt J Lot 1 516-727-2303 ii-I 6s Thornton Smith, Section 1, 190 Dung .Suffolk County File No. 9836 Alden and ung, Pdo E L.S. (1908-1994) Young, Land Surveyor Thomas C. Wolpert, Professional Engineer Kenneth F. A6ruzzo, Land Surveyor O $tanning John Schnurr, Land Surveyor > 9 ;£agiaeeriag » gOR LANE "' x PIZ �ueveging 6•r�3'53"E R 85.00' L=269 ' Rl 18~PIPE NOTES: N777 " N5 Q+ Gf►T 1. = STAKE FOUND Eel 17"E R=719.00 8'24 E QO �jQ•Q OF WAY :1� R=735.00' R=735. I 2. SUBDIVISION MAP FILED IN THE OFFICE OF THE CLERK OF jWxx N57'25'IV, L=246.41' 50.0p� A' I i SUFFOLK COUNTY ON MAY 23, 1997 AS FILE NO. 10006. H N 675 p0' L=164.19 =97.6 I F 3. (D = LEACHING POOL WITH C.I. GRATE ,W;F 00 Il I �� 1 , 1 rn I ) 00 I I a o°) I m� ° a z cly N cn (D � ° N __ 1 PE 1sls V 3 1 40' DRAINAGE EASEMENT E N '° -.4 I SURVEY FOR: N - J--- GEORGE WILLIAM SON R0 z S60.3595 LOT NO. 4 "THORNTON SMITH, SECTION 2" a 0 TEST Lot 4 e At: MATTITUCK Town of: SOUTHOLD ° w proina9 HOLE 53280 Acres o Easement Suffolk County, New York TEST HOLE o: N M g � O I1000 121 1 1,9 ~ 0.0. ��- "M Suff. Co. Tax Mop: �Q N District Section Block Lot Yai> TOPSOIL JL4 1.0• $74'35'57»W _ CERTIFIED TO:LOAMY ga sa GEORGE WILLIAMSON SAND do 345.55' I _ �taHOS�V— COMMONWEALTH LAND TITLE INSURANCE COMPANY $�2. GRAVEL O 5.0' Lot 3 CLAY 94%g Y > rf PATCHESF 6.0Su f folThornton Smith Sec ti JUNE 12, 1 ss7 :08 §R SAND & Lln ty Fide No. on 1' ..t DATE :MAY 22, 1997 ��! GRAVEL 9836 SCALE :1" = 100' 1e " \ JOB NO. :97 - 0393 fill n.O O SHEET N0. :1 OF 1 O § • "970393TS.DWG" Young & Young, Land Surveyors Prig 400 Ostrander Avenue, Riverhead, New York 11901s� Dlili� Lot 1 516-727-2303 yy, _ ' �19� Thornton Smith, Section 1, IIltlt� Suffolk County File No. 9836 Alden. W. Young, P.E & L.S. (19 -1;94% ;ro 5- a 8 Howard W. Young, LandSu yot cn - Thomas C. Wolpert, Professional leer 00 laa„in Kenneth F. A6ruzzo, Land Sury jppir) ' o 9 John Schnurr, Land Survey tEngtasrrhig h v T a, dZF 71 » purvrgiag OF PAVEMEN E 1g• NOTES: H EDGE N56'53 53 _685.00 L=2 5 $ Pt �.,: zm N77.1 00 EDR/G�T OF 1• A = STAKE FOUND, 0= STAKE SET. a N57�5�17"E R-7 00 824 ER=735.00' R-735.0 ' S0. L=246.41' , 1 I ngvEM wAY 2. SUBDIVISION MAP FILED IN THE OFFICE OF THE CLERK OF 675.00' 50'p0 L=164.19' L=97.61 11 ( I I Ear SUFFOLK COUNTY ON MAY 23, 1997 AS FILE N0. 10006. E T 11, 3� 1 I 3• O = LEACHING POOL WITH C.I. GRATE_ 1m I aap 1 s4 _ c0o � ,S 1- coNc. r' jXqa/s coNc- 41h, (Oc0 119.7 O oRP 219.6' CIDQ.sa ----------}-- I r C°' ------------ - 0 10 , I a«= `f N Z N o a i EASE I I ` Ffza G NN A I j & Fffi GARAaE I I W J >, I I I DEC.L-2 1998---- ,-F+NAL- StlfrVEY-"- MAY 1, 1998 ADDED CERTIFICATIONS 3i i I I APR. 21, 1998 UNDER CONSTRUCTION SURVEYar1 _ C O NOV. 5, 1997 PROPOSED HOUSE LOCATION ��0 0 �� I I JUNE 12, 1997 TEST HOLE LOCATION 6<e1S Y 3 �— 40' DRAINAGE N) ao@s 7 EASEMENT DATE: REVISIONS: ���W ►r "c`v 0,2 20 ~i I SURVEY FOR: �- GEORGE WILLIAM SON ` Lot 4 S60 35 59"W LOT NO. 4 "THORNTON SMITH, SECTION 2- 5.32Lo �' Dr°gin°ge At: MATTITUCK Town of: SOUTHOLD ° Acres o� Easement Suffolk County, New York <W. pH� Suff. Co. Tax Map: I I g �_ ^►+� 1000 121 1 1.9 'q= FgDistrict Section Block Lot , < S74'35'57"yy �c�<G��COS!l,9G CERTIFIED TO: doom -- _ 345.55. — ,�,N yGEORGE WILLIAMSON rsX! 0 �tgNDS�L BRIDGEHAMPTON NATIONAL BANK �W Lot — COMMONWEALTH LAND TITLE INSURANCE COMPANY o 3 o< s SThornton F'gF uffolk COu�tyt t Section 495�� F e No, 9836 DATE : MAY 22, 1997 wl-< 1�1`' SCALE :1" = 100' ae " \ _ JOB NO. :97 - 0393 gra'o <aF SHEET NO. :1 OF 1 � O � "970393TS.DWG" SOFFOLH COI.MTY DEPT. OF H1 `Llf: -,ERVIOFF '97 JUL 11 F2 :05 -La 1_ - VACANT ;HFFDLmJ SALIT- SELT100 I AMWMoriIDN98MtVM suFPa.Ic co.�Nry FILE No, 4�6 /U!!'OIXa01Jp1YDW "WAWKSArnWVAYq VMA FAA AMWOV1D lORMI►>tDAlAifaR l MM YRAM FRDMDA98OFAlPIIOVAL EXTRA 1O�� WSPEP ON REQUIRED N51'25' IIIIE R= Ifo. ao ' M ?� o I —_– r, --� — AWR L-A (,7S.OaN 15'o R=� � ' so.od � • �ss.C)D qq �' BL1iPE - 1� , t9' L = 91 .6( ' R/ 42 o 1)p II \ 40 I1 LL I -- - - E zo \- - - zo 38 viifvj LoT 2 VACANT / !a �\ \ P „ jai l T140RNToN S tin4 %cnoN I, `x KOLK r Old j FILE AID, 583c. O \� I LOT 5 VACANT 42 l(] SIP Ao � r ry i s o l a ro 8 a�lv nnu4 yu_S vc pus "fHOLE sE657c. la 1996 FL SLE. 43 po - SWGL6 ----- [.3 ($EDQaD�PS SlwD L GiN4cL So \ � //// L_�T � A \ 1 '� Jr 600 JS / .59 f'W II l.a1/ — — — — �'=7ClST IN6 CaNTDURS 1600 GAL 'CV0C TANK -_- I {I, —__ - ____- _ .___ - PQOPO>EA CONTOOVS 1j SO. Fr SIDE WALL AREA OF LEPCHING root- (I PDDL, I2 DECD, YAfCH� \ I 1 5.3280 ACRES S'0,0.MEf6'0.� 6.0 1 \\ Y / p 1 - MEkT ALL S.G D, DF N.S {I,EGOLATION$ �� II YID O, rC..__ / Fl�r PLhN $b''y rl y1ND y nn � � BASED OlJ SU0.JE�� 3y PND puWeL s I ' / SASEt�EN .7u' Njwu 5 OurJC, suRutya7s rf I -100 OST uErn Avg RIue12NEao , r�ty slG-7Z7 Zao3 DATED MAY 2.2 1991 Lf)(XIKW CASTING ELE 48� L i _ /! I 1 LM&M 5087ku-T To ,'',CTOAL TO GRADE - 4�� opezvED PIPs I 44� ATIRp+/ED PIPE ----_ - _ - I�"PEa. of m�N.�lrul - ELE t4l� �..,` S E 5 RVEv� �'y su2ucya2 y4 PER FT. MM. PITcd - I-OMW — - —� D ---- -- ` r)l SUFFou< CO Tex M'ke `n 5 'P/c' 1.5 L� o I or a Vpa+rT \ - N, I -(t{�.IToN SMrn-1 , sFCTION I, ?rC� e ' 5L)-CV .K COO," FILE IJO, 9836 vdcrLar3os I - 8-0" r 8-0, ,o V`IILLIAMh�N ,E��'JEr.�C� R'`OQ LA.N�. CPEO "PCNiT `r' I ATFITJCIC V EW \ p � _ ��P" ASN O tP NIGH SFA'DNPI GR OOWATrS Sl'C� 'PIAN C �r DONALD A. DENIS A.I.A., P.C. ARCHITECT & r P.O. BOX 666 AOUEB000E,N.Y.11631 766-3611 OATE: 7 . 3 - 97 REV\$EYE l -S-`�l BCALE: //_ .106 n0. q 7 03 bF b }. i l -LpTL _ .V,"NT -11{p2Mfohl SAhI'iti-4, FII.ETNO. 4836 surFrxsc c�Nry ELEVATE HEATING APPLIANCES 18" AS REQUIRED BY PART. 717.3(a)(4)OF N.Y.STATE BUILDING CODE. •l - PROVIDE SMOKE-DETECTING °251 Il R= 71o. oo ` N 710 , A R1,QR . E" ALARM DEVICES (J s� _ I� L1�.t,1 . 24 --- �� -__l 1\156 53 S3 E AS 10 PART.721.1 675,o� L- 24''�! So db ' R-7 t R = 135.00' SG.o°I x' 685 L = 265.98' N.Y.SBUILDING COOL o, 18-Tlcl; L = 164 ,(q` L = 9l .61 ` I� q AS ' ¢ � Rt�+roFw At "vPROVIDE AIM-SCALD ANDI THERMAL SHOCK PREVENTING \ I DEVICES AS TO PART.902.6(x) ------ qo o' N.Y.STATE BUILDING CODE. 1 2° 9D� I aUK Il PROVIDE OPENINGS FOR EMERGENCY ESCAPE AS -•_� J r �. REQUIRED BY PART. 714 OF n`r Ir,,,anrR = 40 N.Y. STATE BUILDING CODE. I_OT 2- VAC.RNTda FJIYJS ECERTI I _ \ UND REQUIRED KATE Tualz�IToN smlt>l sEr�iai 1, ''' / � - p I soft-o1X CooNi-y FILe, KID, `1834 . \ �, - 1`rr� - i N A Pato'w M is used 1p ., If copper tubing for water1 system;piping shall be of type_eKorLWIV - pLUMBER CERTIFICATION 11�{ I LE LEAD CONTENT BEFORE / IL CERTIfICATE OF OCCUPANCY SOLDER USED IN WATER S pLy SYSTEM CANNOT UP / n EXCEED 2110 Of 1%LEAD- 39 _d I ► 1 , •�•�- - -� ._� - - I ALL PLUMBING U�MBING V�IO6Ti �— J / 1 / " j�•-' •'� �_ i WATER BEFORE NEED ' _7 TESTING BEFORE COVERING -[ESC HOLE •? I > '1 �-- r _ 1 / ` - DO NOT PROCEED WITH s�R l2 wqb FLE. 43' �- FRAMING UNTIL SURVEY °per oti �E�1 /_ — i OF FOUNDATION LOCATION IVIPC IAO SAPd 1TRRy sysTEr� ( '1'cy' — ----I , o - - — - — — — — HAS BEEN APPROVED. &xlsruvv cvl.alrww <IN(ot,F. S-Np`E�Ly P,E+1G ' sPND ) � � / �T �✓ gEi>a¢DMw,i (- --- '\ \ I — T DRI:Yc.D GOM1ITCM�R.ti II - ---i 50 \\ ;, -- - - --- ---- OCCUPANCY OR loco (AL SEP �- 7an5K AM 502 �,�. AMA A G{E � r s.�zBo accts \� i 4�; v��� �� USE IS UNLAWFUL itini�. 11 oct I6D ` Y a'n O� 'C..._ Phar Pl.N l ' ' SO �O" F Le w` 4¢� a F -- % � ' o" 5SoRU , WITHOUT CERTIFICATE I`" ( I MCET kU- .L,`il. OF 1\,S. F6WSl.aTouS I MIO FPila� , �bIAAKa w OUN6 So pVS, ADO AST }tP,lOE�2 �� 1l Y•,f Pl¢r RIUEti.NE�0.O ,f�y Slb-l21 23 Q3 OF OCCUPANCY- . '41 2-Z 1991 I a 4d 4nYovr SU�tvx �a PIX-TOAs_ F suRv y s urtey 2 �aaa�p Lt)LKu14 CAfrfINb Et.G:iK S 'Pa G.R94 �'k. PT Pik P�17cn, ELE`47 S � a Lt �.. 1 A�'PPAYfiV%FL -_ -_ - . __• - J " _- -�..._ �., . 7o F K P � nis�n.l�r s2e>=ioe.f � II o r,IG Q L '-- IDog .. � - 121 - � I ., PI i• I-r .. .I I.o"n,�:, _ .- -- 1 U Fd 'C !.AliNfv '174 Pilk tt -- - � BIN! D S � rNN:• z o � 2 i IV? •'1K r TIl 1 -- j c t, 39u D l^ I -- l I ... _ 71I6.16M t AM TO • FRI FOR S 1 FOUNDATION WOO MOtIN1E naY6Yi kA5-> 1 r— a vaVaR1 + {s o FOR FOIIRED CONCRETE +44 rn 3 VACahaT - -- I 2 nouGN - FRAMING a wuMNn+G 3. FINAL noN 4 FINAL CONSTRUCTION MUST BE COMPLETE FOR C.O. {Nrf�NTaN SNIrM SFc"C1onl i, --- . sof"fDLK CD,) h" FII-E IJ[Y, 9936 `, LAND VJE( S ' I I - _-_ -_ ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CODES. NOT RE610N61S1I FOR --__--_ ' c I I '� \ \ DESIGN ORCONSTRUCT!=IMIEORS ---- Q kp II New g--o' J g d ¢' 00774 j02 K30Pt1AL,C A. DENIT3 A.I.A., P.C. � o ARCHITECT �. •�,�// P.c. aaz 1010E ADNSEDDUE,N•T."INS, 7210-31991 DATE: 7_ .C{•'I A -. - acAa.e: �tl� faC7 S -IM'4-qtl ti C 4 „ $b�-O 60 - - \ 13 WCAAMb I ' ( $1S Wt o.�. TN1k� '�— • h $ A'" 'o I m F I6•( Ip) �° srt oN 18 {4I6NC%Xftlf% TAP o { — I ...__—._. - T .-_-_ } 1lSchi. o:� S.WY� ` P(; \� °' PUFN hCC ' `._ e t 3 4yK� Y miWINri Ia t i -- - - E S 8' l a e P.C. - - � ' I GARAfSC i ' a1 .5z�stE� Parc w.,wmel I`4 't l fff w^ x(41m 5wA Wlixvi&nw. :o (.)LG I- yy[[��@@LSN.tTppa. w.nNei ' p - MC nND VAPOR bnrt2lG'T+- �, ! t LC4;10 I '4 1 --_... _a.},___. _� c'--,-F. _. - - `� - -- -� �otlTul4 T , HOT W0.S5.- h� .ii I '1� � ccuceers e•i.a J. I. - .. . -_ __._-.- _.-.i.. PlioNl'0 •I0 °Otis n - I - ----- i-ql - _{ L r ! } IOLp" to=o" 10-o f�l,� � � to;o to�b•. -ib_p,-r I I I ', f YPI Q I A CO UG16n£ S -� (WivP aoa�aEe1p f - - -- - - 1--ta +-- - --- - `.'(� av N�a-C'�nrJ wA�.l I I, { X811 L. 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I II 4 4 II v�cxs N,T•C. � I o" br_p, —_9il 12 1 610 ,L0 -0 -6� i I IT � 21 I I F ,F� I zla M11Ma,NER:yMFATnItD� VFW, iFNR"ZaacsrcA 3 , 1. / ?'�,�/ RAI'ED lnFkOL ctuE 66ORooM 1 I I V=Z— AA 05ITL tkn'Se1K _ I 21 I I ow�[Q�t0.. a� 'BRICKI �� FaN 2� o w i' i�6 RcorA } — VfP1lAlfr HkCA FAN ' _` 1 ,�., 8,- Rao a 1 I 21=o TS) ' f wI � { + _y FIAT .BRNI?S_Li00N.4 ell - I fkpFr _ _ _ -- ._ - — — - so \4 �Zq '.I k2a II IWNT P _ - _ - - _cn_4_ _ -C'MRti1_ 212 �T,- 12 T TT - __ _ fl:kT J 'DEBT a I � � I � _ � .WNLK iq_CT.osE.T - I I � m lM is � o 3=11� 12 -O Eel WAI. -,Ytl r OiMj en I� I4 'HrESPSIflt 2 N I I I ' LC6drt� (.E6ENU (� � � -1 I � � � • � . >=r�I/ I �I I � �g,�" � i ! I ' } RE'C6'Sp"FR hJxfN'FER ` I I I ,� FAN ., O SJRFa1.>v h`�?rIf-l1 S' f aw>�»m��uar � _�...,�'� a — �— � i� mwol4���,b•rn��,,4 G w c ! P 3 >��'�,� SUaeru) �$.Wayq-wPy ,D,mmen. 'A I JI p 7ec�to�� <V" � I '-=1 , Q2h; •`°I I � — ' � — -�- -�— — — _ I -- — -- � I ' 8 all, .I. SfJ{l1cFr- I i ___�. I I {�Yrv, VSi+�iP� T �O� 4 I �VAICWA 1 �olF+eeuons'�'urlF.'y *�1 , — �•�ASSGF- Yif+ttl _ �lG-Hrs I _ I ] - - YJc. - I � ,Nosc eye N I I �_— -• - r �' - � I ' ! i i _ __..{-._..---->l 6-9 6=0„ l-an--..� - - �- FIELD MVUKD -D" I, I , i I iL4tnuMt$On.1 (A FI?I- LANG" pD ARa; �Ati'1TDCtf , Plew �aa1c - „�o Auq o.F�: DONALD A. OEMS A.I.A., P.C.' s'vyF 0Q1 y RSf Fwgp. VV��1 2152 oaaR� FE2� ARCHITECT rI PM.=X EEE /40NEEH I TN.Y.YIES'1 ]EY'-me+a DATE: '�..1 Et7 -T:! Jrr5=5�! �!{ -91 /Gy3'1a .,uE No. gJa NPI[AL RCbF f-ONSTR�-1(Y�I - ' /SPH ALT SHIAIGLES_ tyQTE', OJE[ IS'� RtbplNl. FEL-OVER _ C 0r PaPLK T OOF SNEATHIN& AT COK RDOF -%5okTiAWG ON 2.x2 RuGE FOR PF.OpSk VENTILRTION (TyP•) NPILM NNILED Tb 2X12RAF1E125• W-IPROPEa.. VRgA. AND ( LAYERS i ac R-19 mtXSD Pt5FKGLA55 �i IIAWLkTDp4 S1=/A$ 1b OV LpP. COVER.'b RWM SIDE u.{LLFA MIN / O>' S M14- 'R7Ly �/ApOR 12 j moolslFo wszoes -rtwch65 4y MPRB N47EI 'MESE 1�kLS CAN E MCI ROVE: 2��0�. rm zAFAniW FtIm, FM 1uE1Rus�s 12 IZ SURRIco.u6 CLIP ALI-, ^� / V PROPER vEMTS RAFTERS PNO T'RV55E5 ,i , -..) y b 3,✓ / ��``"�.. 6 TO TDP PLATE AT 50rH TRV's5E5 W} MPR -@P FLAT � COU6L6 TOP PLACE �L109t,�.'(fi' RRl� ICiV..TREAM C/./6'(i'I`fVEK ! �� I: c' 1 HOUSE WRAP OVER Yz O6,8, LIVING ROOM F'OyER nom in, OVER 2JLlc MOM L OO W(R-19 F16a2GL S IN50CA-nO4 wwus M - W/\/APOR 64RRI6f{ ON V A9IM SIDE _ t� BRICK OIEQ! T! - f —_ sua bL yi R 19 �q'caNcar�,i& ,3 - j I 5v _ I 1 �n'<r•i i` I, 'T "�-T'� r - .I�-ti`t" 'j --- — oe nPST�a.oEnvnnuo yW{h��Ix�.� �j!` \ _ . NP8" c�s w A.v.•re _ ,\,4 I 1 1 1 ( I W� 1�QI- P ( 57 p j ' '.� Lf4lt.(J �)�I_IS.}�" 7 �'yG ?OP OF PN41OR,p+ W 11 1�' 0 '� JJ.iL.� �' r- �_" '�C'FAIN6' I.tAMu 'm �j� 8 FIR. 1'G 6-w,g — wKro9U��.no SSIwe wf -- GRADE .SfTE ?�i46r1tD Ab, DR OW1.w5 i('FIUM1IG I \ AJGao2 i'O�TS To COPE- ! 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