Loading...
HomeMy WebLinkAbout25243-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-26576 Date: 07/20/99 THIS CERTIFIES that the building NEW DWELLING Location of Property: 735 MAYFLOWER RD MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 107 Block 8 Lot 24 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 19, 1998 pursuant to which Building Permit NO. 25243-Z dated OCTOBER 19, 1998 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH FRONT AND REAR COVERED PORCHES AND ATTACHED TWO CAR GARAGE. ZBA #3003, 7-8-82. The certificate is issued to ROBERT & FRANCES REITZ (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-96-0117 07/15/99 ELECTRICAL CERTIFICATE NO. 65801 05/27/99 PLUMBERS CERTIFICATION DATED 07/15/99 PHILIP J. LOBIANCO /JngBunspector Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 25243 Z Date OCTOBER 19 98 Permission is hereby granted to: ROBERT & FRANCES REITZ 320 7TH AVENUE ST JAMES,NY 11780 for CONSTRUCT A ONE STORY SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE AND TWO COVERED PORCHES AS APPLIED FOR. at premises located at 735 MAYFLOWER RD MATTITUCK County Tax Map No. 473889 Section 107 Block 0008 Lot No. 024 pursuant to application dated OCTOBER 19 98 and approved by the Building Inspector. This permit replaces BP#23925-Z Fee $ 297 . 00 Bu3/ ing nspec or ORIGINAL Rev. 2/19/98 "am N0. t 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) Date ........�! ` ............................... 19..L.../ N° 23925 Z ' Permission is hereby gr ed to: S .>!z , , . .. ......... ........... .............. to l+lfr.71.�s r�,:.....a .... '!!! .. Jam.`�' ........ ... L: �� . at premises located at ......... 3 ....... ..... .. . ....f..``'.::..................�....... 1........... (� ( L72 .........................................................�1 .... .... ..........�..�........0......:.......�f v;;��Jt.cu� h/�............................................................. County Tax Map No. 1000 Section ..10- . .. 'Block ....�bp........ `Lot No. .��.......... . ... •....17 .. pursuant to application doted .... 19 / and approved by the Building Inspector. Fee �d 1.?!.. ^. .. Ing nspector Rev. 6/30/80 THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1195099 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date JUNE 25,1999 Application No. on file 18449499/99 N 492659 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 ANN KEATING, YOUNGS RD. , ORIENT, NY in the following location; ® Basement ® Ist Fl. ® 2nd Fl. OUT Section Block Lot was examined on JUNE 17,1999 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. AMT. KW AMT K.W. AMT. K.W. AMT. H.P. 18 26 26 18 1 1 1.2 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS ISPECIAL REC'PT. TIME CLOCKS I BELL IUNIT HEATERS MULTI-OUTLET DIMMERS AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. I AMT. AMPS. TRANS. AMT. H.P. NO.OF FEET AMT. WATTS 2 F 1 30 1 SERVICE DISCONNECT NO.OF S E R V I C E METER NO.Of CG GOND. A.W.G. A.W.G. A.W.G. AMT. AMP. TYPE EQUIP, 1 0 2W 1 0 3W 3 0 3W 3 0 AW pER 0 OF CC COND. N0.OF HI-LEG OF HIAEG NO OF NEUTRALS OF NEUTRAL OTHER APPARATUS: WELL PUMP.-F-1 PADDLE FANS-F-2 SMOKE DETECTOR:-6 JI14 SAGE ELEC. INC. w >y PO BOX 38 GREENPORT, NY, 11944-0038 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 cre ,..- COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANN T T 735" M * 7Tr">'licic , 4Lc 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING [` FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ZD DATE / INSPECTOR BUILDING DEPARTMENT q[ q TOWN HALL 765-1802 i 6 1999 ' APPLICATION FOR CERTIFICATE OF OCCUPANCY BLDG.DEPT. Aati n must be filled in by typewriter OR ink and submitted to the buildir. inspector with the following: for new building or new use: 1. Final survey of -property with accurate location of all buildings, property lineE 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 buildi and installations, a certificate of Code Compliance from architect or engineer responsible for the building. �. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings E '.'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 applicar If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildina - $100.00 3. Copy of Certificate of Occupancy - 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date New Construction. . . . . . . . . Old Or Pre-exsting Building. . . . . . . . . . . . Location of Property. . " " " " House No. Qp / Street Hamlet Onwer or Owners of Property.. . ..1?V 4A . .. . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . County Tax Nap No 1000, Section. . .��.� . . . . . .Block. .. .r . . . . . . . . .Lot. . '�".6 . . . . . . . . . . . Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Filed Map. . . . . . . . . . . .Lot. . . . . . . .I . . . . . Permit No..s/�i . .Date O,ffPPermit. . .rgl/. . . . . . .Applicant .L'.. ./�G�'• •� Health Dept. Approval. . . . . . . . . Y • . • • . • •• • • • • • • .Underwriters Approval. . . . . . Y. • • • • • • • • • • • Planning Board Approval. . . . . . . . . . .. . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . . . . . . Fee Submitted: $. . . . .�L.S�� • • • • • . . . . . . . • • • - q0 a(,5 -& . . . . . . . . . . . . . . . . . . ISL ('0 55 ? APP ANT PlI•;!.0 ltl:;i,VUl,10N Rldil(MI' DA I'I!_ ____--�.___. _ _ -_. ; ' 102.7J�'I� 'Ze�`��`'-_moi-, n F()1114 1)AT ION ( I;'I-) II I II , u it , 1{ I{ I r rouNnn'rtorl it II ROUCII FRAHR 6 II O� ii . . {it ----- STATE F"NER°v I I 1 ----- -------------- it —II P 1 NAI. it r _ nunt rroNnr. x! M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST ( ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: t o tf# S 49 DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL ] FIREPLACE A CHIMNEY REMARKS: n oj DATE 1 INSPECTOR H1aeN CLAYEY WD t S AA PALE BROWN FRN c" TD COURSE SAID ' d d' d • a 1T ,SUFFO R n li{ FOR A UNATHORZED ALTERATION OR ADDITION DATE_(~_—Q 7 ;5 z EF,NO. '2 0- 6-Ol L TO THIS SURVEY IS A VIOLATION OF S TON EC EDUCATION LAW THE NEW YORK STATE APPROVED COPIES OF THIS SURVEY NAP NOT BEARING LAND AYORIS seal OR FOR AAIIlWWl EMBOSSED SLSHLAL NOT BE CONSIDERED TO BE A VALID TRUE COPY. - _~ EMES UMMYEARS FROM DATE OF APPROVAL CERTIFICATIONS INDICATED HEREON SMALL RUN. ONLY TO THE PERSON FOR W140M THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY._ t LENDING IJSRMNLh7HEREON, ANDD IN ` TO THEASSIGNEESOF THE LENDING INSTI- ' `` 7UDON. CERTIFICATIONS ARE NOT TRANSFERABLE, I THE EXISTENCE OF RIGHTS OF WAY _ AND/OR EASEMENTS OF RECORD. 7F - _- ANY, NOT SHOWN ARE NOT GUARANTEED, PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TIRE SURVEYS AS ESTABLISHED -TBY HE LI AND ate° AND ADOPTED E LAN Joseph: An ingegno .A I;Y THE NEW YORK STATE LAND as QN A., G =a Land Surveyor ye F . ga -1 82 Title Surveys-- Subdivisions - Site Plans - Consbuefion Layout Y ��' A✓°• 36 PHONE (516)727-2090 Fax (516)722-5093' �Q� ETN OFFICES LOCATED AT MAILING ADDRESS _ - N.Y.S. Lid. No 49668` '—° One Union Square P.O. Box 1931 ;-!.� Aquebogue, New York 11931 - Riverhead, New York .t1905 - M-1802 BUILDING DEPT. INSPECTION FOUNDATION IST ROUGH PLBG. [ ] FN DATION 2ND [ ) INSULATION [ MING [ ] FINAL [ FIREPLACE & CHIMNEY w REMARKS: `` DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ L-- ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REI/��ARKS: DATE INSPECTOR e,14 Y M-1802 BUILDING DEPT. INSPECTION [ j F DATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMA : DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ' DATE 2 INSPECTOR SEALED WOOD TRUSS DESIGNS for HARBOR MEADOWS MATTITUCK, NY prepared for: Seaman Fuel 82 Arlington Avenue St. James, NY 11780 11/16/98 prepared by; NASSA U SUFFOLK L UMBER & SUPPL Y CORP. TRUSS DIVISION 517 LONG ISLAND AVENUE, MEDFORD NY 11763 Attn; Kevin Romeyk (516) 289-6900 FAX 289-6907 EXECUTIVE OFFICES LOCATED AT 2000 OCEAN AVE., RONKONKOMA, NY 11779-6534 SHOP DRAWINGS MUST BE SIGNED TO INDICATEAPPROVAL TO SCHEDULE FABRICATION. ITIS THE PURCHASERS RESPONSIBILITY TOAPPROVEALL INFORMATION ON TRUSS SHOPDRAWINGSAND TO COORDINATE TRUSS INSTALLATION WITH OTHER TRADES. PURCHASER IS ADVISED TO OBTAIN AND FOLLOW TPI-HIB91 BRACING AND ERECTION RECOMMENDATIONS AND TO DISTRIBUTE TPI-HIB91 TO ALL PARTIES INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. GENERAL ROOF TRUSS DATA SHEET THESE NOTES ARE IN ADDITION TO THE NOTES THAT APPEAR ON EACH OF THE INDIVIDUAL TRUSS DRAWINGS. FURNISH A COPY OF THIS SHEET TO THE ERECTION CONTRACTOR. The following trusses were designed/reviewed by MiTek Industries, Inc, based on information provided by specified truss fabricator. All information on the truss drawings should be reviewed by the overall building designer/engineer to insure proper building codes and project requirements have been complied with before fabrication. Design is based substantially on TPI and NDS standards in effect on the dated specified on the drawing. Erection, Handling, Safety Precautions,Temporary or Permanent Bracing of trusses are not the responsibility of the Truss Designer, Metal Connector Plate Manufacturer or the Truss Manufacturer and therefore are not a part of these engineered drawings.Trusses are designed as individual components.All lateral bracing specified on these truss drawings is intended to provide lateral restraint for individual truss members only. The design, amount and proper installation of additional permanent bracing is the sole responsibility of the designer of the complete structure.Adequate temporary bracing is the sole responsibility of the truss erector.Competent professional advice should always be obtained relative to truss bracing,erection requirements and connections.See HIB-91. The top chord shall be laterally supported with property attached sheathing,unless noted otherwise. The bottom chord shall be laterally supported with properly attached continuous lateral bracing at 10'-0"maximum intervals,unless noted otherwise. Interior ceiling members(not exceeding 10'in length)on attic type trusses may be braced by placing the specified number of rows of continuous lateral bracing on each truss or by directly attaching a rigid ceiling to the underside of the members. ® Denotes location of continuous lateral bracing designed by others. Provisions for adequate drainage should be met on all trusses with any lop chords slopes less than a 1/12. All connector plates are 20-ga. M20 plates applied on both faces,centered and oriented so that the second plate dimension is parallel to the truss chord, unless noted otherwise.All connector plates must be manufactured by MiTek Industries, Inc. or its auxiliaries: Gang-Nail, Hydro- Air,or Panel Clip Connector Plate Code Approvals:BOCA 86-93,85-75,91-28; HUD/FHA TCB 17.08;ICBO 1591,1329,4922;SBCCI 87206,86217,9190; WISC/DILHR 870040-N,930013-N,910080-N. The drilling of holes,notching,cutting or removing any cross sectional area of any truss member,unless noted otherwise,will VOID the drawing. The effect of lateral thrust(force) and horizontal movement on the supports of scissors type trusses is not a consideration of this design.The designer and/or builder of the structure must give due consideration to the lateral thrust and horizontal movement created by scissors trusses in the design and construction of adequate truss supports. Neither the truss designer, metal plate manufacturer nor the truss fabricator assumes any responsibility for the design and construction of the truss supports. Professional advice should be obtained relative to the strength,construction and design of the truss supports. Truss to bearing connection to be designed by others. Trusses should be inspected prior to and after erection to Insure their structural integrity.Trusses should be Inspected for plate embedment, damage to the lumber(cracks,breaks,crushing,etc.),bow,variation from plumb etc..For a full list of guidelines see HIB-91 and QST-86. All gable type(non-structural)trusses are to have all vertical studs exceeding 8'-0"in height L-braced to provide lateral restraint. In addition,all these type trusses are not designed for wind exposure to the gable face,unless noted otherwise. - Trusses requiring the usage of a cap (piggyback) truss are to be field spliced together where the base truss meets the cap truss with 2x4x48"#2 scabs on one face only and fastened with 6-1 OD nails each half,unless noted otherwise on the individual truss drawing.There is a minimum of two scabs required for each truss-cap combination. MiTek Industries,Inc. Dwg.# FORM SOGN-002-102095 REVISED 073198 • Job Truss Truss Type Cly Ply GARAGE TRUSSES FOR HARBOR MEADOWS V56]890 SEAMAN HM100 ROOF TRUSS 7 1 NASSAU SUFFOLK LUMBER, 4.0.32 a Jun 91998 MTek Industries,Inc Thu Oct 29 14:45 29 1998 Paget -2-1-6 5.7-13 114-0 16-8-3 k 224.0 24.5-6 2.1-6 5.7-13 5-6-3 5-6-3 57-13 2-1-6 45 11 4 7.00 12 1.5x4\\ 1.5x4 3 5 0 2 6 7I6 01 0 4x4= 10 9 8 4x4= 3x811 3x4= 3x4= 3x4= 3x811 1 7-5-14 1 14-10-2 1 22-4-0_ 7-5-14 7-4.4 7-5-14 Plate Offsets X 12.130.0,0.i- 2:0.4-2 ed a 6:0.0.0 0.1-9 6:642 etl e LOADING(psf) SPACING 2-0.0 CSI TH.rz(TL) EFL (in) (loc) Vasil PLATES GRIP TCLL 30.0 Plates Increase 1.15 TO 0.52ert(Ly -0.05 10 >999 M20 197/190 TCDL 100 Lumbar Increase 1.15 BC 0.52d(rL) -0.16 &10 >999 BOLL 0.0 Rap Stress lncr YES WE 0.23 004 6 Na BCOL 10.0 Code BOCAIANS195 t LC LL Min Udall=240 Weight 1061b LUMBER BRACING TOP CHORD 2 X 4 SVP No.2 TOP CHORD Sheathed or 4-412 on center pur in spacing BOTCHORD 2X4SYPNo.2 BOTCHORD Rigid coiling directly applied or6-60 on center bracing WEBS 2 X 4 SPF Stud WEDGE Left 2 X 4 SPF Stud,Right.2 x 4 SPF Stud REACTIONS(Ib/size) 2=1283/0.3-8,6=1283/0.3-8 Max Harz 2.190(load case 3) Max Upllh2=473(load case 4),6=473(load case 4) FORCES(Ib)-First Load Case Only TOP CHORD 1.2--36,2-Y1507,34=-1286,45=1286,8.6=-1501,F7=36 BOT CHORD 2.10-120,9-10=880,e-9=880,6-8-1263 WEBS 310=316,410=483,48=483,54-316 NOTES 1)This truss has been checked for unbalanced loading sanctions 2)This buss has been designed for the wind loads generated by 90 mph winds at 25 It above ground level,using 5.0 pal top chord dead load and 5.0 psi bottom chord dead load,0 ml from hurricane oceanllne,on an occupancy category I,condition 1 enclosed building,of dimensions 45 It by 24 f:with exposure C ASCE 7-93 per BOCAIANS195 N end verticals or cantilevers exist.they are exposed to wind. N porches exist,May are not exposed to wind. The lumber DOL Increase Is 1.15,and the plate grip Increase Is 1.15 3)All plates are M20 plates unless otherwise indicated 4)Provide mechanical connection(by others)of more to bearing plate capable of withstanding 4731b uplift at joint 2 and 4731b uplift at joint 6 5)Thb truss has been designed with ANSnPI 1-1995 choeNa. LOAD CASE(S) Standard •,t*Of HEw r y1.U oar x �. yt�O A*OP s510NT November 6,1998 • Job Truss Truss Type Qty Ply GARAGE TRUSSES FOR HARBOR MEADOWS Y56]891 SEAMAN HM101 ROOF TRUSS 1 1 NASSAU SUFFOLK LUMBER, 40.32 s Jun 91998 Mifek Industries.Inc. Thu Oct 2914:45:331998 Pagel -2-1-6 4-5-11 8-9-12 13-6-4 17-10-5 22-4-0 245-6 2-1-6 4-5-11 4-4-1 4-8-8 4-4-1 4-5-11 2-1-6 6x8= 6x6= 4 5 7.00 12 3x5 j36-�z- 6 3 0 2 7 0 0 I0 D,1 6 0 3x8= 13 12 11 10 9 3x8= 2x411 10x10= 10x10= 2x411 5X6= 4-5-11 8-9-12 136-4 17-10-5 1 22-4-0 4611 4.4-1 468 4-4-1 4-5-11 Plate Offsets X 2:0.70.00.7-14 4'0.540-38 5;6300.68 7.470.00.1-14 LOADING(psf) SPACING 2-60 C51 DEFL (in) (roc) bdeR PLATES GRIP TCLL 30.0 Plates Increase 7.15 TC 0.33 Vert(LL) -0.70 10.12 >999 M20 197/190 TCDL 100 Lumber increase 1.15 BC 0.93 Vert(TL) -01610.12 >999 BCL- 0.0 Rep Stress lncr NO WB 067 Horz(TL) 0.06 7 Na BCDL 10.0 Code SOCAIANS195 tat LC LL Mm Vtlefl=240 Weight t581b LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3-9-8 on center purlm spacing BOT CHORD 2X 6 SYP No.2 BOTCHORD Rigid ceiling directly applied or 60.0 on center bmang. WEBS 2X4SPFStud REACTIONS(Ib/size) 2=23]7/0.38,7=2376/63-8 Max Horz 2=A57(lood case 2) Max Up19t2 1040(load ase 4),7=-1040(load case 4) FORCES(Ib)-First Load Case Only TOP CHORD i-2--42.2-3=3773,34--3389,4.5--2963,&6 3389,6-7=-3773,7.8=42 BOT CHORD 2-13=3212,12-13=3212,11-12+2963,70.11=2963,370=3212,7-9=3272 WEBS 313=86,3-12--337,4.12--1450,4.10=0,670=7450,&70=-337,69=88 NOTES 1)This buss has been chocked for unbalanced loading conditions - 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 R above ground level,using 5.0 per top chord dead load and 5.0 par bottom chord dead load,0 mi from hurricane oceanllne,on an occupancy category I,condition I enclosed building,of dimensions 45 It by 24 It with exposure C ASCE 7-93 per BOCA/ANSI950 end venmals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL Increase a 1.15,and the plate gnp Increase a 1.15 3)Except as shown below,special cohnection(s)required to support concentrated load(s).Design of connection(s)a delegated M the building designer. 4)Provide adequate drainage to prevent water ponding. 5)All plates are M20 plates unless othembe Indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 10401b uplift at joint 2 and 1040 lb uplift at joint 7 7)This buss has been designed with ANSVfPI 1-1995 criteria. 8)Trues HM 105 Intersec0ng bottom chord at Jaime 77 and 12 to be connected with Simpson THJA26/1 ply/2x6(SVP/DF 115Dn 1 33Up)or equivalent This connection supports a maximum download of 20651b and a maximum uplift of 9751b. Follow Simpson Installation recommendations for hanger connection. 9)Truss HM 100 intersecting bottom chord at 8.312 to 13&4 from the lett to be connected with Simpson LU26/1 pyCx6Min(SYP/DF 1 1 W 1.33Up)or equivalent This connection supports a maximum download of 5901b and a maximum uplift of 490 Ib. Fallow Simpson Installation recommendations for hanger connection. LOAD CASE(S) Standard Gf p C 1)Regular.Lumber increase=7.15,Plate Increase=1.15 Uniform Loads(plf) 1 _ T Vert 1-2=-80 0,2-3=-80.0,3.4=80.0,4-5=-40.0,&6=80.0,67=-80 0,7-8=80.0,2-13=20.0,12-13=40.0,11-12--181.6,1611=-1816, 310=-20.0,74=-20.0 Concentrated Loads(lb) Van 12---83110=831 I '°JeQReSS(oHr November 6,1998 Job Tmss Truss Type City Ply GARAGE TRUSSES FOR HARBOR MEADOWS Y56]892 SEAMAN HM102 ROOF TRUSS 2 1 NASSAU SUFFOLK LUMBER, 4.0-32a Jun 91998 MiTek Industries,Inc Thu Oct 2914:45 351998 Page 6-5-9 2-1-6 6-5-9 1.5x4 11 3 7.00 12 0 2 0 1 3X4= 3x6 11 1.5x4 11 6-5-9 Ess Plate Offsets X 2'0.0.00AA 2'o-a261-1 LOADING(psgFRep 2.0.0 CSI DEFL (in) (1100) Well PLATES GRIP TOLL 30.0rease 7.15 TC 0.77 Vert(LL) n/a - Na M20 197/190 TCDL 10.0crease 1.15 BC 035 VertJL) -008 2-4 X973 BCLL 00s lncr VES WB 0.00 Horz(TL) 0.00 4n/aSCOL 10.0BCCA7ANSI95 1st LC LL Mint/deft=240 Weight 2911 LUMBER BRACING TOPCHORD 2X4SYPNo.2 TOPCHORD Sheathed or 60-0 on center pudin spacing, exceptendvertcals BOTCHORD 2X4SYPNo.2 BOTCHORD Rigid telling directly applied or 6P0 on center bracing WEBS 2 X 4 SPE Stud WEDGE Let 2 X4 SPF Stud REACTIONS(Ib/size) 4-309/0.2-4,2=489/034 Max Harz 2=398(load case 4) Max Uplift 4=-188(load ase 3),2=-154(load case 2) FORCES(Ib)-First Load Case Only TOPCHORD 1-Y--36,2-3=0,3-4---247 BOT CHORD 24=0 NOTES 1)This buss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 5.0 per top chord dead load and 5.0 pat bottom chord dead load,0 mt from hurricane oceanllne,on an occupancy category I,condition I enclosed building,of dimensions 45 R by 24 ft with exposure C ASCE 7-93 per BOCA/ANS1195 If end verticals or cantilevers exist they are exposed to Wool If porches exist,May are not exposed to vend. The lumber DOL Increase Is 1.16,and Me plate grip Increase is 1 15 2)All plates are M20 plates unless othervbse Indicated. 3)Provide mechanical connection(by others)of W ss to bearing plate at jolnt(s)4. 4)Provlde mechanical connection(by others)of buss to bearing plate capable of withstanding 18811 uplift at joint 4 and 1541b uplift at joint 2 5)This buss has been designed with ANSVTP11-1995 criteria. LOAD CASE(S)Standard [* Of Heir Yfllt,+ q O z �'PCp 18 y�r '°RpfpySlOKr November 6,1998 Job Truss Truss Type Oty Ply GARAGE TRUSSES FOR HARBOR MEADOWS SEAMAN HMf03 MONO TRUSS 2 1 Y56]893 NASSAU SUFFOLK LUMBER, 4.632 s Jun 9 1998 MTek Industries,Inc Thu Oct 2914.45:371998 Page 1 -2-1 6 4-1-4 1X4 11 2-1-6 4-1.4 3 7.00 12 2 `W4] 3x6 11 4 3x4= 1.5x4 11 4-1-4 4-1-4 Plate Offsets X 2'0.600.1-1 2'0.420.1-1 LOADING(psi) SPACING 2-0.0 CSI DEFL (In) (loc) Wall PLATES GRIP TCLL 300 Plates Increase id5 TC 0.44 Vail we - rue M20 197/190 TCDL 100 Lumber Increase 1.15 BC 0.22 VeR(TL) 006 1-2 >476 BCLL 0.0 Rep Stress lncr YES WB 0.00 Harz(TL) 0.0 4 n/a BCDL 70.0 Carie BOCP/ANSI95 1st LC LL Min Well=240 Weight 2016 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD SheaMed BOTCHORD 2X4SYPNo.2 BOTCHORD Rigid calling directly applied or 60.0 on center bracing. WEBS 2X4SPFStud WEDGE Left 2 X 4 SPF Stud REACTIONS(Ili/size) 2=372/ M.4=19110-24 Max Harz 2=287(load case 4) Max Uplift 2--.145(load case 4),4s123(load case 3) FORCES(Ib)-First Load Case Only TOP CHORD 1-2736.2-3=0.3-4=A53 BOTCHORD 24=0 NOTES 1)This truss has been designed for the wind loads generated by 90 mph wins at 25 R above ground lava[,using 5 0 psi top chord dead load and 5 0 psi bottom chord dead load,0 ml from hurncane oceanllne,on an occupancy category I,condition I enclosed building,of dimensions 45 If by 24 It with exposure C ASCE 7-93 per SOCNAN8195 V end vemicals or cantilevers exist they are exposed to wind. V parches exist they are not exposed to wind. The lumber DOL increase Is 1.15,and the plate grip Increase Is 1.15 2)AJI plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by othene)of buss to bearing plate at lolnt(s)4 4)Provide mechanical connection(by others)of truss to hearing plate capable of withstanding 145 lb uplttt atJolnt 2 and 12316 upin at joint 4 5)This Was has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard [* Of Nf1r YC,��h M�W U� Q. O 2 yr 0I#55,1014 November 6,1998 Jab Truss Truss Type Ory Ply GARAGE TRUSSES FOR HARBOR MEADOWS Y567894 SEAMAN HM 104 ROOF TRUSS 2 1 NASSAU SUFFOLK LUMBER, 40325 Jun 91998 MRek Industmes,Inc. Thu Oct 2914 45:391998 Page 1 -2-1-6 1.9-0 2-1-6 1-9-0 3 7.00 12 2 3x6 I I 3x4= 1 1-9-0 90 Plate ORsen; % [20-0-0,0-1-11,J20-4-20-141 LOADING(psf) SPACING 2.0.0 CSI DEFL (In) (roc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.45 Vert(LL) we - 0/a MIN 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.01 VertQ1) 0.12 1-2 >2W BOLL 0.0 ftep Sbess loci VES WB 0.00 HorzQL) -000 3 n/a BCOL 10.0 Code BOCA/ANS195 (Mable) 1st LC LL Min Well=240 Weight 101b LUMBER BRACING TOP CHORD 2X 4 SYP No TOP CHORD Sheathed BOT CHORD 2 X 4 SVP No.2 BOT CHORD Rigid ceiling directly applied or 660 on center bracing. WEDGE Leff 2X 4 SPF Mud REACTIONS(Ib/size) 3=66/0-2-4,2=389/(1-3-8,4=16N24 Max Herz 2=141(load case 4) Max UpllR3=65(load case 1),2 299(load case 4) Max Gmv 3=117(load case 3),2=389(load case 1),4=16(load case 1) FORCES(Ib)-First Load Case Only TOPCHORD 1-2=73,2-3=-119 BOTCHORD 2.4=0 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 it above ground level,using 5.0 psi top chord dead load and 5.0 par bottom chord dead load,0 mi from hurricane ocei nlins,on an occupancy category I,condition 1 enclosed building,of dimensions 451t by 24 It with exposure C ASCE 753 per BOCNM3195 If end verticals or cantilevers exist,they are exposed to wind If porches exist,they are not exposed W wind. The lumber DOL Increase Is 1.15,and the plate grip Increase Is 1.15 2)All plates are M20 plates unless otherwise indicated. 3)Provide mechanical connection(by others)of buss W bearing plate at joint(s)3,4. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 65 lb uplift at joint 3 and 2991E uplift at joint 2. 5)This buss has been designed with ANSIRPI 1-1995 criteria LOAD CASE(S) Standard OF Heir y z r � 4 V. sso-o 1 y 9ecFaess(cNr November 6,1998 Job Truss Truss Type Oty Ply GARAGE TRUSSES FOR HARBOR MEADOWS V56]895 SEAMAN HM105 ROOF TRUSS 2 1 NASSAU SUFFOLK LUMBER, 4.0.32 s Jun 91998 MTek Industrles,Inc Thu Oct 29 14.46.41 1998 Page 1 -3-2-5 5-73 10-11-14 3-2-5 5-7-3 5-4-11 2x411 4 5.3412 3x4 i 3 2 1 6 3x4= 2x4 11 4x4= 5-7-3 1 10-11-14 — 5-7-3 5-4-11 LOADING(pso SPACING 2-0.0 CSI DEFL (In) "00) Vdefl PLATES GRIP TCLL 300 Plalas Increase 1.75 TC 076 Vert(LL) -0.04 56 >999 M20 197/190 TCDL 10.0 Lumber increase 1.15 BC 0.88 Vert(]t) -0.07 58 >999 BCLL 0.0 Rep Stress lncr NO WB 058 HorzQy 001 5 n/a BCDL 100 Cotle B0CA/ANSi95 1st LC LL MIn Vtle0=240 Wall 771b LUMBER BRACING TOPCHORD 2X6SYPNo2 TOPCHORD Sheathed or 6-0.0 on center purlin spacing, exceptendverticals BOTCHORD 2X6SYPNo2 BOTCHORD Rigid calling directly applied or 6-0.0 on center bracing. WEES 2X 4 SPF Stud REACTIONS(Ib/slze) 6=986/0.2-4,2=760/0.5-7 Max Herz 2-307(load case 2) Max Uplift 5=-972(load case 3),2=-398(load case 2) FORCES(Ib)-First Load Case Only TOPCHORD 1-2-44,2-3-811,3.4=0,4-5--O BOTCHORD &6=724,56=724 WEBS 36=744,35=817 NOTES 1)The,truss has been designed for the wind loads generated by 0 mph winds at 25 R above ground level,using 5.0 psf top chord dead load and 5 0 par bottom chord dead load,0 mi from hurricane oceanlme,on an occupancy category 1,condNon I enclosed building,of dimensions 45 It by 24 ft wdh exposure C ASCE 7-93 per B0CA/AN3195 h end verticals or canhlevers exist they are exposed to wind. H porches exist,they are not exposed to wind The lumber VOL Increase is 1.15,and the plate grip Increase Is 1.15 2)All plates are M20 plates unless otherwise Indicated. 3)Provlde mechank it connection(by others)of truss to bearing plate at joints)5 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 372 Ib uplift atjolnt5 and 398 Ib uplift at joint 2. 5)This truss has been designed with Al 1-7995 criteria. 6)Truss HM 102 Intersecting bottom chord to be connected with Simpson SURL2611 piy/2x6Mm(SYP/OF 1.150n 7.30Up)or a tUt alent This connection supports a maximum download of 590 Ib and a maximum uplA of 720 lb. Fallow Simpson mstaliatlon recommendations for hanger connection. LOAD CASE(S) Standard 1)Regulac Lumber lnersase=1 15,Plate Increase=1.15 Uniform Loads(ph) Vert 1-2-80.0 Trapezoidal Loads(plf) Vert 2=0.0-to-6=-1409,6=1409-to-5=-276.5t� OltNfy Y jq Le 4 G Z 1 sr�o 1 y�y. �4rtssLoa� November 6,1998 Job Truss Truss Type Ory Ply GARAGE TRUSSES FOR HARBOR MEADOWS Y567896 SEAMAN HM 106 ROOF TRUSS 2 1 NASSAU SUFFOLK LUMBER, 40.32 s Jun 91998 MTek Industries,Inc Thu Oct 29 14.45 42 1998 Pagel -2-1-6 2-0-11 2-1-6 2-0-11 4 8.25 12 3 2 3X4 i 1 3x5 11 2-0.11 2-0'11 Plate Offsets X 2ao-40.aO LOADING(psf) SPACING 2-0.0 FTTO DEFL (In) (loc) VdeN PLATES GRIP TCU- 30.0 Plates Increase 1.75 0.41 Vert(LL) n/0. - Na M20 197/190 TCDL 10.0 Lumber increase 1.15 0.02 Vert(TL) 0.09 1-2 >278 BCLL 0.0 Rep Stress lncr YES 000 Horz(TL) 001 4 Na SCOL 100 Code BOCAANSNS rx 1st LC LL MmI/dell=240 Weight 12 lb LUMBER BRACING TOPCHORD 2X4SYPNo.2 TOP CHORD $heated BOTCHORD 2X4SYPNo.2 BOTCHORD Rigid ceiling directly applied or 6-Mon center bracing SLIDER Left 2 X 4 SPF Stud 1-24 REACTIONS(lb7slze) 4=-1310.2.4,2=358/0.38,5=20/0-2-4 Max Horz 2,168(load case 4) Max Uplift 4=-28(load use 2),2=n9(load case 4) Max Grav 4=92(load case 3),2=358(load use 1),5=20(load use 1) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=73,2-3-131,34=-57 BOTCHORD 2-5=0 NOTES 1)This truss has been designed for the Wind loads generated by 90 mph winds at 25 ft above ground level,using 5.0 part top chord dead load and 5 0 psf bottom chord dead load,0 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per SOCA/ANS195 If end verucals or canblevers exist,they are exposed to wind. If parches exlsq they are not exposed to wind. The lumber DOL Increase Is 1.15,and the plate grip Increase is 1.15 2)Al plates are M20 plates unless otherwise Indicated. 3)Provide mechanical connection(by others)of truss W bearing plate at Joint(s)4,5. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2811,uplift at joint 4 and 239 Ib uplift at joint 2. 5)This truss has been designed with ANSVTPI 1'1995 criteria. LOAD CASES) Standard Of H� 4� _4'990 Z I frao � yw} ARpr•gglLpN* November 6,1998 Job Truss Truss Type Ory Ply GARAGE TRUSSES FOR HARBOR MEADOWS V56]89] SEAMAN HM107 MONO TRUSS 2 1 NASSAU SUFFOLK LUMBER. 4 0-32 s Jun 91998 MTek Industries,Inc. Thu Oct 2914.45:441998 Page 1 -2-1-6 3-9-1 2-1-6 3-9-1 4 8.25 12 3 2 3x4 i 5 1 3x5 11 1.5x4 11 3 9-1 as-t Plata Cflsels X 2:O�P40-3-0 LOADING(psf) SPACING 2.0-0 CSI DEFL (In) (loo) Well PLATES GRIP TOLL 30.0 Plates Increase 7.16 TC 039 Vert(LL) n/a n/a M20 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.05 Vert(TL) 0.04 1-2 >565 BCLL 0.0 Rep Stress lncr YES WS 000 Horz(TL) 000 5 n/a BCDL 10.0 Code BOCA/ANSi95 1st LC LL Min Well=240 Weight 221b LUMBER BRACING TOP CHORD 2X 4 SYP No.2 TOP CHORD Sheathed BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 60.0 on center bracing. WEBS 2X 4 SPF Sold SLIDER Lett 2 X 4 SPF Md 2-0.12 REACTIONS(Ib/size) 2=350/0-3B,5=180/04-4 Max Hoa 2=318(load case 4) Mae Uplift 2=105(load case 2),5=-147(load Case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2--36,2-3=10,34=10,4-5=-144 BOT CHORD 2-5=0 NOTES 1)This truss has been designed for the wind toads generated by 90 mph wNtls at 25 If above ground level,usmg 5.0 pat top Chord dead load and 5,0 par bottom chard dead load,0 mi from hurricane oceanllne,on an occupancy category I,condition I enclosed building,of dimensions 4511 by 24 it with exposure CASCE 7-93 per BOCAIANS195 H end verticals or cantilevers enol,they are exposed to wind. If porches exist,they are not exposed to wmd. The lumber DOL Increase Is 1.15,and the plate grip Increase Is 1.15 2)All plates are M20 plates unless ohimwise Indicated 3)Provide mechanical connection(by others)of truss to beading plate at Jolnt(s)5. 4)Provide mechanical connection(by Chiefs)of truss to hearing plate capable of wMstanding 105 Is upldt at joint 2 and 14711,uplift at joint 5. 5)This truss has been designed wtth ANSIrrP1 1-1995 chteda. LOAD CASE(S) Standard OF Nrt Le 8� _59Y0 Z �OrgSStoKT November 6,1998 Job Tmss Truss Type Cry Ply GA1tAOE TRUSSES FOR HARBOR MEADOWS Y56)898 SEAMAN HM108 ROOF TRUSS 2 1 40.32 s Jun 91998 MTek Intlustrles,Inc. Thu Oct 2914:45'46 7998 Page 1 NASSAU SUFFOLK LUMBER, -2-1-6 5-5-7 2.1-6 5-5-7 1.5x4 I I 4 Z 1.5x4 11 5-5-7 5-5-7 Plate Offsets % 2.0.0-4 0.30 LOADING(psi) SPACING 2-0.0 CSI DEFL (in) Boo) Well PLATES GRIP TCLL 300 Plates Increase 1.15 TC 052 Vert(LL) Na - Na M20 197/190 TOOL 100 Lumber Increase 1.15 BC O.i2 Ved(fL) 004 1-2 >565 BOLL 0.0 Rap Stress Incr YES WB 0.00 Horz(TL) 0.00 5 rim BCDL 100 Code BOCNANSI95 1st LC LL Min I/deft=240 Weight WIb LUMBER BRACING TOP CHORD 2X4 SYP No.2 TOP CHORD Sheathed BOT CHORD 2 X 4 SVP No.2 BOT CHORD Rigid celling directly applied or 6-0.0 on center bracing WEDS 2X4SPFStud SLIDER Lett 2 X 4 SPF Stud 3.1-2 REACTIONS(Ib/size) 5-265/0-2-4,2+434/0.3-8 Max Harz 2=413(load case 4) Max Uplit S-203(loatl case 3),2---114(load case 2) FORCES(Ib)-First Load Case Only TOP CHORD 1-2--36,2-3=10,34=-t0,4-5-212 BOTCHORD 2-5=0 NOTES 1)This buss has been designed for the wind loads generated by 90 mph winds at 25 it above ground level,using 5.0 psf lap chord dead load and 5.0 par bottom chord dead load,0 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 it by 24 R with exposure C ASCE 7-93 per SOCNAN5195 If end wificzls or cantilevers exiA they are exposed to wind 9 porches exist,they are not exposed to wind. The lumber DOL Increase m 1.15,and the plate grip Increase Is 1.15 2)Al plates are M20 plates unless elhelwhe Indicated. 3)Provide mechanical connection(by others)of those to bearing plate atjoint(s)5. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 203 lb uplift atjoint 5 and 114 lb uplift atjoint 2 5)This truss has been designed with ANSIRPI 1-1995 cheers. LOAD CASE(S) Standard `'�6f NfY Yp�r M�W UQ�„ 4 7wY0 Z I M,i rv` V A*oNeSSt�Nr November 6,1998 Truss Tuss Type OtY �PIYG�AGE TRUSSES FOR HARBOR MEADOWSV56]899 HM109 ROOFTRUSS 4 JLK LUMBER, 40.32 s Jun 91998 MiDik lndustrles,Inc Thu Oct 291445.481998 Pagel 7-1-14 2-1-6 7-1-14 1.5x4 11 4 8.25 12 3 Ui 2 1 3x4,1 3A4 , 3X511 1.5x4 11 7-1-14 r 14 120-0-4,0301 SPACING 2-0�0 CSI DEFL (in) (loc) Udefl PLATES GRIP Plates Increase 1.15 TC 0.93 Vert(U-) n/a - n/a M20 197/190 Lumber Increase 115 BC 0.22 VertQL) -013 2-5 >664 Rep Sbess lncr YES WB 0.00 'Horz(iLJ 0.00 5 n/a Cotle BOCA7ANSI95 let LC LL Mm/tlefl=240 Weight 3816 BRACING (4 SYP No TOP CHORD Sheathed or&3-0 on center purin spacing, except end vetbcais. <4 SYP Nc.2 BOT CHORD Rigid ceiling directly applied or&"on center bracing <4 SPF Stud it 2 X 4 SPF Stud 4.14 31ze) 5-351W-4,2--5201048 Harz 2=507(load case 4) t Uplift 5=259(10ad case 3),2=-124(load case 2) nst Load Case Only 3=36,2-3=10,34=-10,4-5=-280 5=0 clan designed for the wild loads generated by 90 mph winds at 25 R above ground level,using 5.0 Psf top chord dead load and 5.0 psi bottom chard dead load,0 ml from hurricane :n occupancy category 1,condiden 1 enclosed building,of dimensions 45 ft by 24 it with exposure C ASCE 7-93 per BOCA/ANSIBS It and verticals or cantilevers exisq they are exposed to :s exist,they are not exposed to wind. The lumber DOL Increase is 1.15,and the plate grip increase Is 1.15 420 plates uniess otherwise Indicated. nical connection(by others)of trues to bearing plate at joints)5. nkal connection(by others)of Was to bearing plate capable of withstanding 25916 uplift at joint 5 and 12411,uplift at joint 2. been designed with ANSIRPI I-1995 aMerla - Standard Of NFy Y Z I if�O 1 1,r V �OrpySlbKT November 6,1998 t Southold Town Board of Appeal.,) MAIN ROAD • STATE ROAD 25 SOUTHOLD, L.I., N.Y. 11971 0'! T TELEPHONE (516) 7651809 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 3003 Application Dated May 13 , 1982 (Filed May 28 , 1982) TO: [Appellant (s) ) Mr, and Mrs. George H. Boehle Woodcliff Drive Mattituck, NY 11952 At a Meeting of the Zoning Board of Appeals held on July 8 , 1982 the above appeal was considered , and the action indicated below was taken on your [ ] Request for Variance Due to Lack of Access to Property New York Town Law, Section 2B0-a [ ] Request for Special Exception under the Zoning Ordinance Article , Section [ X] Request for Variance to the Zoning Ordinance Article III , Section 100-31 [ ] Request for The public hearing on this matter was held on July 8 , 1982 . Upon application of GEORGE 11. and BEVERLY G. BOEHLE, Woodcliff Drive, Mattituck, NY for a Variance to the Zoning Ordinance, Article III , 3vction 100-31 for approval of insufficient area and depth of two parcels located at Westview, Mayflower and Woodcliff Drives, Mattituck; bounded north by Westview Drive; west by Woodcliff Drive; south by Delisle Inc. and Orlowski east by Mayflower Road; County Tax Map Parcel No. 1000-107-8-24 & 11. The board made the following findings and determination: By this appeal, appellants seek approval of insufficient area and depth. of two p4,rcels which were conveyed to the appellants on August 28 , 1958 by separate deeds at Liber 4511 cp 70 and Liber 4511 cp 66 . The area of the northwesterly parcel is approximately 18 ,000 square feet with 120 ' frontage along Woodcliff Drive, 150 ' frontage along Westview Drive, . and a depth of 150 feet, and the area of the northeasterly parcel is approximately 18 ,000 square feet with 120 ' frontage along Mayflower Road, 150 ' frontage along Westview Drive, and a depth of 150 feet. The north- westerly parcel has constructed thereupon a one-family private dwelling. The other parcel is vacant. These parcels are similar in character, size and shape to those in the surrounding neighborhood. The board agrees with the reasoning of appellants under these circumstances . In considering this appeal , the board determines that the variance request is not substantial ; . that the circumstances herein are unique and practical difficulties have been shown, that by allowing the variance no substantial detriment to adjoining properties would be created; that the difficulty cannot be obviated b a >.ncre`ased population; that the relief requested will be in harmony with and promote the general purposes of zoning; and that the interests of justice will be served by allowing the variance as applied for . On motion by Mr. Goehringer, seconded by Mr. Sawicki, it was RESOLVED, that Appeal No, 3003, application of GEORGE 11. and BEV- ERLY G. BOEHLE, for approval of insufficient area and insufficient depth (CONTINUED ON PAGE TWO) DATED: August 3 , 1982 , CHAIRMAN, SOUTHOLD TOWN ZONING BOARD OF APPEALS Form ZB4 (rev. 12/81) Page 2 - Appeal No. 30031 Matter of George H. and Beverly G. Boehle Decision Rendered July 8 ;I 1982 of two parcels , be and h reby IS APPROVED AS APPLIED FOR. Location of Propertx: Westview Drive, Mayflower Road and Wood- cliff Drive , Mattituck, Y; County Tax Map Parcels No. 1000-107-8-29 & 11. Vote of the Board : iAyes : Messrs. Goehringer, Doyen, , Grigonis, Douglass and Sawicki. This resolution was unanimously adopted. APPROVED CEIVED AND FILED BY chairman Board of Appeal IE S0UT110LD TOW14 CLERK :TEHOOUR�a;jUi?�� [own Clerk, Town of S thold II c IsuAItD uP wsnl:tu . . . . . . . . . . . . . . . FORM No. I 11 SETS OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUrHOLD / SURVEY . . JAN ��,, RUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . - _ SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: Exrmtx�lCALI,L�, ����r9Z 684 -r/�?FfZ • _ ....>�� ......, 19 ppp ,�.,2- MAIL TO: [��BO�T, 7Ciri, - . - . . np>(,rwvecl...../ �..., 19 Permit No. J.l�;? C.... „3Z;?, '� .�,r7-}!E:......... ..... .... Disnpprzovell a/c -- Q01115-7ZHU1,A.Y.n2n........ .................................................... ....... c��a,pector) APPLICATION FOR HDILDiNG PERMIT Date. v3 , . . . . ' 19✓107. INSTRUCTIONS ' a. own application mist be carpdetely filled ill by tyl"'Iriter or in ink alxl submitted to file Building Inspecl.orwil 7 sets of plans, accurate plot plan 1.0 scale. Fee according to schellule. r b. Plot plan slowing location of lot and Orbuildinps on prelines, relationship to adjoining, prernises or Public .streets or Press, mal giving a.detailed description of; layout of property nest be drawn un the diapran which is Imrt of this npprlientiou. c. 'Nie work covered Try this application nrty not be caamrced before issuance of Building Permit. d. Upon approval Of this application, the Building Inspector will issue a Building Permit to the applicant. Such ponnit Miall be kept o, the premises avallable for inspection throughout the Work. e. NO building shall lie cx-<Krpied or ur"J in wtule or in Part for airy ptrpune whatever until a Urtificnle of Occupancy shall. have been granted by the Building Inspector, APPLICAVI 1N IS UEREBY IMIDE to the Wilding Deparlment for the issuance Of a Building Permit pursuant to file Building Zone onlitumce of the '1'ocm of Southold, Suffolk C,cunty, New York, mal other applicable Laws, Ordinances or Regulaticon, for Mre construction of buildings, aklitious or alterations, or for removal or derolition, as herein dencril"I. *Ile applicant agrees to coaly with all applicable laws, ordirunrces, building code, horsing carie, mal regulations, mwl to admit nutlurizecl inspectors oil premises mrd in building for necessary inspections. ... ................................ (Sii'lunure of apprlicant, or nam, if a corporation) .......... ��E.. (Mailing :(d,ess of appdivant ) Slate wlrelber applicant: is owner, lessee, agent, niddlret, engineer, general conlraclor, electrieimr, plolcr or buildol Mary of Owner of prami:.cts FC951160.............................................. ... . ..... (an no the lax roll or. Intent deed) If applicant in n corpurat.Rn, signature of duly mrflurivo [ officer. .....................................I................... (Name awl Lille of corporate officer) Builders License No. ......................... Plorrherr License No. .................f....-.. Electricians License No. ..................... .,..r 011ier Trade's license No. .................... � L Location or lard On which proposed work will lc olrn,e.(7avLT!/6�`fs�..�,p/L.�{�,(;L,..® 4�5...........vr t........, .! .................................................... ............... Ikuse Nudner Streetlla``rd�Let (:cxuty 'I'ax Map No. IO(XJ Section ....��.lhh........ ]Block .....� ....... Tot ...�'..... ..... Fiulxhvisior .................................... .. riled the No. ...........-... Lot: .........,.... (Name) 2. Slate existing use and Occupancypk .OF premises arxl interxW use arxl occupancy of proposed construction: a. Existing; rise and cccul>mcy -.1/.rl.GVY....W'/`N !..7.--n................................................ 1). Interxkvl list and occupancy /?,SO �.. .�jl. !!YE�=...Ic? :..Y... rF.!J(?4:G..........• 1. Reline of rxvk (check tdrich allAicahle): fAnj Ikahlding ..,51/. . NkliLion .. . ....... Alteration .. . . .... .. Hap hr . ....... .... Itenrval .... i... .. ... Dea0l1L ion ...... . .. . .. other Wink . ..... ... .... .. .. .. .. . .. ... . . . ... . (IA:ecripLi[xa) It. e Est heeled 0)a ye .............. ..... fee . . ..... .. . .. .... . .... ....... ............. . .. . . (to Ix: paid on filing this app) ication) 'i. 11` AAA Ihill, r..alier of [Axe l hill,.Ini l a . . . .A...... Itolx>r of [Aiel Iing Indra On each floor ..... ./. . .. . ... Ifgarage, lunber of rare ...... . . .. .. . ... .... .... ... .. ... . . .. . li. If Ixlahwas, cnmerchil or mixed �[xxupaxy, slweify nature aul extent of each Lyra: of uae... ..... . . .. . . . .. . . . . . I. Dhienniex a:c of exist iog st roc Lilt eeJi, if tiny: Proal. .. . .. . . . .. .... Rear .. .... . . . . .... . Depth . . ..... . .... ..... Ilid Dineuslaas of sine ul-rluaure wii allLir of SLorilu . io"n: ...t ... .. . . !� ... .... .............. . SK alleurcilxas or ruklifionn: Front .. .. . . . ... . .. .. .ltear . �� 1 ,[ Mn te'r of Starlet; . . .,�% / 'tv/ehaur Aw ////`.�// r 0. Ili mmioan of entire rx4d c[xasLnx�l1[xr: I�ronl. . ..Lrh..J....... It[;er �.6.. . ..... Ikplh Ik:ir;{n .....2�... ............. Nldier of S(orien . . ......... ..... ... . . . d(1. She of lot : Vi .. ....;. .. . .. . Reay .. . .. /_ ... . .. ... I)ep111 .. ..SSP. ....... ..... blze of luf• ne .. ... .Z.. �.... . Nane of Vomer Q3nxn- ,13,Er� �.4Y.G. Q�/ C . . . ... . r 11. Zoe or uae district. in dII h pr anises are silualed ..... ..'. . .. .......... ... ... . . ..... ..... ....... ... .. . .. . . . .. ... 12. lkx:n rnolioned crnmll-twtion viola�ye nay uxaing lam, ordinmwe or legulal lon: . . . . ... 11. Will dol lie regraded ........... 4........ Will excom fill Ix: relieved front paoinisen: YES IiD Ill. Miles of (liru;r of preivha;es ..... ll ...... ............... /uklresa ........ .. . .. ........ ...... ... 11 none Pka. . ... ... ... .... Nine of Architect .. ............i ...... ........ .. . .... Address .. .. . .. . . . ... ........... ...... Ilion N). . . . .. .. . . .. . .. Nine of Cia(raetor ............ . ... .............. . ... Mkbels .. . .. . ....... ..)hone: N). . . ..... ..... .. I'h. is this proferty within 34) feel JOE a I hdal laetlaixll * YI?lh ... ... .. .. IJD .1�....... II? Y15, ;i(XIIIk)i1) 'IY7iJN '110)S YIES Ifl"I ' 11hy 1% 11wpila?D. 1'1.0'1' DIA41tAPl Imale clearly and dischwtly ill) boildinlls, ohel'her existing or proposed, and Indicate all ser-back diaenahona Kim lanlelty lines. Clive street and lor-Ir tidier or dasrription according fo iteed"ail aha street nines and indicale [ilielher interior or Corner loo. ,fLi ��-�C��� - -eJ� VIII II ;;I'A'Ili (M' IVf�W YlAt1C, . . .. ... l` !, �co .... . �.... . . . . . . . ... . .. . .being duly saritu, deleses aixl nays [hal he ie the applicant (Nine of hiurhvlduitl si min. alxave nand, gent a Ile is the ...<.+I.WJ,1,6........ . .. .. .... . .. ... .. .. .. . . .. ........ . . . ...... ....... .... (('sal rat Uro, e g; , ii alofficer, el r:.) of :;aid [ainer or cn+rx:re, and is duly a6thorized to lerfona or have rerfonred the raid rvarlc and to male mal f ile This applicationh IImL :111 stalelenls COOLix:d in ibis appliralioa are lute. to lire guest: of his laxhtledl;e and lxaief; haul that the wilt will lie rerforned in lbe�uuaaic:r set forth in the application filed therewith. 'Axing to lelore ne. [hill 1A"W/ 9 N(at my 1l abl is yl/iCG��lGG�G.�.� U ....... .. ............. JEAN MARIE ODDON SignaVita L of Apple oil*-) Notary Public,State of New York No.48R2467 Qualified lin Suffolk County CTIJ Commission 6xpiresJanuary 2U,1� -r Southold Town Board of Appe.Q�La) MAIN ROAD - STATE ROAD 25 SOUTHOLD, L.I., N.Y. 11971 �l r TELEPHONE (516) 7651809 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 3003 Application Dated May 13, 1982 (Filed May 28 , 1982) TO: [Appellant (s) ] Mr. and Mrs. George H. Boehle Woodcliff Drive Mattituck, NY 11952 At a Meeting of the Zoning Board of Appeals held on July 8, 1982. the above appeal was considered , and the action indicated below was taken on your [ Request for Variance Due to Lack of Access to Property New York Town Law, Section 280-a [ ] Request for Special Exception under the Zoning Ordinance Article , Section [ X] Request for Variance to the Zoning Ordinance Article III , Section 100-31 [ ] Request for The public hearing-6n—this matter was held on July 8 , 1982 . Upon application of GEORGE H. and BEVERLY G. BOEHLE, Woodcliff Drive, Mattituck, NY for a Variance to the Zoning Ordinance, Article III , e6ction 100-31 for approval of insufficient area and depth of two parcels located at Westview, Mayflower and Woodcliff Drives, Mattituck; bounded north by Westview Drive ; west by Woodcliff Drive; south by Delisle Inc. and Orlowski east by Mayflower Road; County Tax Map Parcel No. 1000-107-8-24 & 11. The board made the following findings and determination; By this appeal, appellants seek approval of insufficient area and depth• of two parcels which were conveyed to the appellants on August 28 , 1958 by separate deeds at Liber 4511 cp 70 and Liber 4511 cp 66 . The area of the northwesterly parcel is approximately 18 ,000 square feet with 120 ' frontage along Woodcliff Drive, 150 ' frontage along Westview Drive, and a depth of 150 feet, and the area of the northeasterly parcel is approximately 18,000 square feet with 120 ' frontage along Mayflower Road, 150 ' frontage. along Westview Drive, and a depth of 150 feet. The north- westerly parcel has constructed thereupon a one-family private dwelling. The other parcel is vacant. These parcels are similar in character , size and shape to those in the surrounding neighborhood. The board agrees with the reasoning of appellants under these circumstances . In considering this appeal , the board determines that the variance request is not substantial ; . that the circumstances herein are unique and practical difficulties have: been shown; that by allowing the variance no substantial detriment to adjoining properties would• be created; that the difficulty cannot be obviated b�yy���a� mPrh_.�s�f�a hi �^ 'av�n-'=ai5Te ycreased population; that the relief requested will be in harmony with and promote the general purposes of zoning; and that the interests of justice will be served by allowing the variance as applied for. On motion by Mr. Goehringer, seconded by Mr. Sawicki, it was RESOLVED, that Appeal No. 3003, application of GEORGE H. and BEV- ERLY G. BOEHLE, for approval of insufficient area and insufficient depth (CONTINUED ON PAGE TWO) DATED: August 3, 1982. CHAIRMAN, SOUTHOLD TOWN ZONING BOARD OF APPEALS Form ZB4 (rev. 12/81) Page 2 - Appeal No. 30031 Matter of George H. and ] everly G. Boehle Decision Rendered July 8 � 1982 1 of two parcels, be and h reby IS APPROVED AS APPLIED FOR. Location of Property: Westview Drive, Mayflower Road and Wood- cliff Drive , Mattituck, NY: County Tax Map Parcels No. 1000-107-8-24 Vote of the Board: (Ayes : Messrs. Goehringer, Doyen, Grigonis, Douglass and Sawicki. This resolution was unanimously adopted. APPROVED I OV CEIVED AND7F�ILEIDBY chairman Boartl of ApPeal� !E SOUTIJOLD TTE - & I�IO Town Clerk, Town of S thold II I II 'SII Ili I \V PfLd '"'Q\\ CESSPOOL t cFSse°°E uOF � t��E SME I.i OATS V' SURVEY OF PROPERTY SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK �gl� SopO' �1 S.C. TAX No. 1000- 107-08-24 "H RnaE Unum POLE SCALE 1" =30' DWE G�,I _APPROXIMATE WE LOCATION DECEMBER 2, 1996 LwED* �t"G�,'t�h" 9E 0 t DECEMBER 31, 1996 REVISED AS PER S.C.D.H.S. NOTICE oL qA pz• i 4d f � N q AREA = 17,865.83 sq. ft. N "I1 4i 0.410 Co. � z voa. _°oE " Ax �ApO p Doom 1 ' g CERTIFIED T0: ROBERT REITZ FRANCES REITZ J £ dWELL TEST HOLE DATA a• I z No (TEST HOLE DUG BY MCDONALD GEOSCIENCE ON DECEMBER Z 1996) M O LCy+yol y y a• 4WELL Q E. 2R ISG' BIOWH LaU1 eLLomr sANov wAM 71 BROWN cunt swo Y.. n p3'x. / 11,1✓- cERsvoaLs a o_ N/D�rt910A eA A feBLCE W F4DL ONIONS o?'x' qi 5 7Y A2 AdkF�c EyNO Ta Coin swn 95 N� d --CESSPOOL 00 WELL % '4 a SUFFOLK COUNTY DSPAP.PdE dT OF tMMALTH SERVICES PERMIT FOR APPROVAL 07 F'ONM—rUC'TION FOR A SINGLE FAW.LY RESIDENCE ONLY UNATHORInD ALTEMTON OR ADDITION DATE (`It—q 7 HS F.NO. d- 6-01 SECTION TO THIS UINEY TSTA AEWTION OF YORK STATE N EDUCATION LAW. APPROVED COPIES OF THIS SURVEY MAP NOT BEARING r f LAND SURVEYOR'S INKED SEAL OR FOR IvIAXHAUM OFLI ROOMS EMBOSSED SEAL SHALL NOT BE CONSIDERED T TO BE A VIED TRUE COPY. zIMMS THREEYEARS FROM DATEOFAPPROVAL CERINICATIONS INDICATED HEREON SHALL RUN ONLY TO SPREPARED. AND ON HIS WHOM THEY C" TIRE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSIIIUTION USTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSII- ' - TUTION. CERTIFICATIONS AAE NOT 11UNSF£RIBLE J I THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, 1F ANY, NOT SHOWN ARE NOT GUARANTEED. NOTES: 1. EXISTING ELEVATIONS SHOWN THUS: 9D° ARE REFERENCED TO AN ASSUMED DATUM. 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. PREPARED IN ACCORDANCE WON THE MINIMUM STANDARDS FOR TTLE SUR EYS AS ESTABLISHED '� c Joseph A. Ingegno 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP BY THE LI.ALS AND APPROVED AND ADOPTED FO BY THE NEW YORK STATE LAND 0 3. MINIMUM LEACHING SYSTEM FORA 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 5Land Surveyor 1 POOL; 12' DEEP, 8' dia. /n`'T°c,A A, i &1 A, v- is w DF_ Ism -0 Ltle Surveys - Subdivisions - Site Plans - Construction Layout PHONE (516)727-2090 Fax (516)722-5093 T NP BB BVI% FOfi EApJ/i �r OFFICES LOCATED A7 MAILING ADDRESS N.Y.S. Li.. No. 49668 ' "` One Union Square P.O. Box 1931 Aquebogue, New York 11931 Riverhead, New York 11901 -- -- -- 94-329 �sa�r3 NOV -. Z 1998 BLDG.DEPT TOWN OF SOUTHOLD SURVEY OF PROPERTY SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK �gI 5°pO S.C. TAX No. 1000- 107-08-24 DnLITrMIT SCALE 1" =30' DECEMBER 2, 1996 envO`Ua e DECEMBER 31, 1996 REVISED AS PER S.C.D.H.S. NOTICE OCTOBER 27, 1998 FOUNDATION LOCATION J AREA = 17,865.83 sq. ff. 0.410 Co. O z }• , a CERTIFIED TO: ROBERT REITZ 1 FRANCES REITZ N 4 10 O In a z q d 0 e. g Mgg IRV— IS I Z O C, - � o oma I �� \N 15p Op� Ti o I 1 a}'N. N 1 O o}wFENrAc �� 5 FF�'2 AO W •Ttu HA DN'0 �z oa o� 2 � C UNAMOWZED ALTERATION OR ADORION (� SE TIO SURVEY IS A NO N YO of SECTION T20G OF THE NEW YORK STALE 9�Ip EDUGTOII LAW I I p 1 " COPIES OF THIS SURVEY IMP NOT BEARING INE LWD SURVEYOR'S INNED SOIL ON EMBOSSED SELL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE POISON FOR WHOLI THE SURVEY IS PREPARED. AND ON HIS BEHALF TO TIE TITLE COMPANY, GOVERNMEMAL AGENCY AND LENDING WSRTUTION USTED HEREON. AND TO THE ASSIONEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ME NOT 1RMSFERMIE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF AM, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN I CORDWCE WITH THE MINIMUM STM ARDSELI FOS TIRE SURVEYS AS D ADOPTED Joseph A. Ingegno BY THE LIALS. AND MPROVEO AND A➢OPIEp FOR SUCH USE BYTE NEW YORK STATE LVID TRIO ASSDDMTIDN. Land Surveyor yE° so V(4Qo F9H Ct. '9G J G Title Surveys — Subdivisions — Site Plans — Construction Layout • a � PHONE (516)727-2090 Fax (516)722-5093 '9A 49 OQr OFFICES LOCATED AT HALING ADDRESS d 4 N.Y.S. Uo. No. 49668 One Union Square P.O. Box 1931 Aquebague, New York 11931 Riverhead, New York 11901 96-3 SURVEY OF PROPERTY SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK Z S.C. TAX No. 1000- 107-08-24 Vj� . . . agmPp� SCALE 1 "=30' �� � , DECEMBER 2, 1996 ' •'•qP _ ) { DECEMBER 31 , 1996 REVISED AS PER S.C.D.H S. NOTICE ;ycc w wD.T } 1 yOCTOBER 27, 1998 FOUNDATION LOCATION • " E" _-' 't, APRIL 27, 1999 FINAL SURVEY • ,,q2 4p 1 • ;' A T'.. . — II o AREA = 17,865.83 sq. ft. 0.410 ac. Pam" vo \ O S.C.D.H.S. No. R10-96-0117 Co' ' sn"W"0N CERTIFIED TO: T1T el r�N°Ps Lar! 1 19 f"' ROBERT REITZ FRANCES REITZ 3p�x 2 � W I I D> MYIPOPCH1y � m • n. _ q@ I II /TgµNkOd y1A - �� 1 • ; LAP 4 4 1 O — C \ ft+" N/00AIIS�A %. a'N o f 5 �Y•A2 0.0" W �FS94 OPS L 96 � o 0 o,o NA e� Y A or UNINTHORIZED 4SniyION TADDITION O THIS SURE6ANOWIONOF SECTION THESTATEYORK EDUCATION UW. COPIEF THIS THELWOSURTYOR' TIBEARING SEAL OR ff'11!! EMBOSSED SEAL SHALL NOT BE CONSIDERED n - TO BE A VA D TRUE COPY - =av:pnyl j CERMET THE PERSON EO HEREON SHE S RUN ONLY TO THE PERSON FOR WHOM THE SURVEY F IS EPREPARED. ANO AE HIS BEHALF TO THE 1 TRIS COMPANY. Y. GOVERNMENTAL AGENCY AND TENTING INSTITUTION LISTED HEREON, AND _ TO THE A59GNEEA OF THE IINSrI- - "ON. CERIIFIG4TION5 ARE NOT NOi iP.WSFERABIE. r. - �-~----- — - � '~ ""���SL- '�'K� -'�•�""""' THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ALCURDANCE WITH THE MINIMUM BY THE Ds FOR TIRE APPROVE As D ADDIPsHFO Joseph A. Ingegno BY THE H LS. AND APPROVED AND ADOPTED FOR SUCH USE BY TH NEW YORK STATE IAND TTILE ASSOCIA.A Land Surveyor �o,.A s� "A. 9a 9 � �� ' �� -� � �� -' � Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (516)727-2090 Fax (516)722-5093 ' F F NE`1'Iy OFFICES LOCATED AT MAILING ADDRESS NY S Lic No.l 496@B," One Union Square P 0. Box 1931 Aquebogue, New York 11931 Riverhead, New York 11901 96-359C f F, 1► t r� �A • `j S `. .t , .FYI v � �� � � 4 'T • �. wAM% � � as `� �► � � �� d.�� �I 1 / rl., • ���—�,.�"—'- ,\1''� 1 1!11 �;�`a�`\` J' ���' l/ ff ' \may\� -,�,gast1411�. ♦"'•�� �� •�•� r�Il' • I � . ♦ . r1 • y.a?���1�)�,` I!��/I�����' Jd�d�i/�(rMf ' . .r ` iw t-. / ,`L , ��VI1 I /'• �' . �, •r;yii... •.f ,'.s��' !fib !.f � }�� / L ,� � '•'��� :: . Yai�?\\,�� i/A//- /'� I��!"!J ��!r 'ii ' Y' , %'• � r.lr r '' -s� ,� � , I. ��f` �7 � , � � ;►�11 i��:.g;:�;y��!-�'••�,.. :���\�.�,/� '1► riM' /1,,I'J�:�j: � ±Mi ';a��� .�,ri/, L/r "f. n � • / .`i �ii� �� i I \ rJc��ii//- A.A�.IP/S�i!lly0 _. ,. rd� r.r"l.� �• � t�_?�/� `►.1f� �{ i�I7 \I � � , ! Ildl.11l�� ,\`a,�i\�:\�M:S\1;.•'".,�•\`- '•\�'�� '/� ! `��� /�f,�t�! � .'1 III. I) �� . ,.e �`•' .z:, fLi r 1 _ / w�/ i � I1��► _ I w�_/ 1 �i pl fill �� _ ,�►'���� , ;., ,. , , :✓ � !;�rirr .►, ,� -�r,,,;e ar _s ,� ror�r�M�i!4�!!►r „1 „�-,�-� , ♦ ` r � III Ili VIII Y� vz�M >,c=��..;,�.�1. •;\�•`� 'MY�I/I� C 1%' 1R`/ %� °I • , 1\' h til` �:��/�Ar yM% % "� w �—/N�" Jt _. /I ♦ _ /,_M , o -.. I I rf/w�i 1+ . / II .�-rl► +�. IP �. 1 ^ .�� III Ili JI �i~ 1�1 �I u � C4.'� . •, �/ ,�/ �r.� Y40 , �'... + / ,- w •\7 �. N l� `-. IAF_ �-. /�"!-' '+ ' t' .• i, w •� •1 / ! �� — ,J wr r�/�!_-f.�r 1 �T ��' �' �, III. ill J q 1 w�',� '••`. \•� �\ ��� -�\��i " .� ♦ �_ JI //.. .�II'�'�I %.� �.. ,`0 r.,,'�_ ' � �- �/� .r�-�,• •••• �, iI.♦ s1 - �! r IjilP� /_/!�/+./. l•. ► /� -, �'y' r_ !.f/f Ii � .1t \I�,�t�a �•.\:Lr• a� y 1 v / I % 'i I/.�, ��,': 1' �/ fAA fi� !�i�i_I^rw�^rffm Tw.fT• 11, t \ •7 y►• :,,� li i lil I Ilf' 1 r `.+1 1. . �:?..Y #/7 Al, !► -.I A:�O"11,w„t `y,!1'. 1r r! i/ dl A%_I /;rl�f�i��I/!�`!�I�—I f� � ''', • 'l �1 III (l I. I I 1� li:✓r\” �.� . �,1� I' - _ G -/ f I J11► 111 rlrl �'/N"�/.._ r�/� ►� hI^! `''•. Iil I; . ! s._i IA-It �i 1 III, Ill = II ' ') II R•`el�"A"!� \ °%. I !1 �1���1/!/i I �_ 'I �i%r�f'bi/6 1;1,L16a dim%�%�i�/ al— �_! .i / - ! q_OR _Mj A'//_ j/ h i III Illl 1j1j. 1 ;111A`t \ �`�:!Vr I , iiY.•e/�ryw/ -/ / /A��I i mj/RI"/� ffqworm/_I- MR � �l -I�-M'� A f ' �A/`,�r= \•�1� :•` o �/ i �� r .r �.� II . li ✓ ;� it II I, I q 'a ,LA�. 'Y:C\:a .� \� .11=11' 71!t q rI / h/—! l - .� y - i.lY,. G //'�Il�r i���-MI/!� /- 1-./-./ /.�1 . . .• fi d I I I li . .�\ �a/�! I- I / II�!� r I'�I 1 • lr� '�-��/�/�- ! moi...��\ OAK- 1W � f r ,••'�'� Y• �� � • i � �� II II SII, fII I Ii 1;) i ..;.,rq', , . \ � _ /�`' •���� _L. � ..� � 1 �-.�l'��Iw .•.. ' �.,�r. t�i� I ,•` , . .. . w >' y it ,w- � �,ij -._. — s-rR-I_I , 1 ; �s-■ 1i 1� �.•. _ JJ ��� I. l I I I u ,. �::11:.Y�.,,.•`�� �' w''!I y:���`-.-I 1 /' l /', i• \.1 1 \, �' �- 1 .► I Y .` � .-. ��, 1��.� / } / - /, � / i'� � �1i4.,'11 �;;., .a�����%�jr���r.�'.... / 1/� � IIII , �� �� i/� �•' d; .y9 III�� al: ?r � '�r,.: ,• ��i_ /__.� - q'Q = 1.1 -�4-�_flf'i l+�E v l� A' �-_�II�U 1�, I _i a ,� iIi�a►`��1��'7�1�. -' I .vrU\\r!\e►\�Y�Y�. .I .\\\\\\ ���\ �^ "• . :�'' . dllllllll I' .' , I IIIIIIIAIdllillilllilulu,nf,;l; 'II Ilillllllllll`Id.11lllllllll' I \�'4� '+ �, I •� �O/� . %� illlllb.bl .hI,III!,,Ir,h., I uu11111n,laIIIIIIiHiIIIItIIII11HIItUIIIIIIIIIIIddIIU d ,,,,�I�I,I UTAId!II�III:•II Iltlillllllliilllllllilllllllllllllllllllllllillllllllltllli,��l-- ._ . ._ _ IIIIII,IIII!p ' , ., �,� . .II � IIII IlII)I _ - - — Illlilllillllllllllllllllllllllllllll Idle:,, ,I __a��l u'• w Ii 1 1 % ., Plllll . . .•����„ •, i � �; .:1. ,,. _____. ,;. . _..._�_ ...............:::::e....... •I..vfol (11 'iinl 11 If' � 11 I ' -'-_... VIII - f' . y . ■ r 1 VIII (^- - III .,., .• . .Pp. 1• . 1111 .' I I ., 1 .nii .�.... JIII,, u _ , ., I � ...-.... .. � ; ': '::. - ........,t�❑' Wrpu.n.•�••'�n,i;^':1111111 II 1111 l i IIII . II I ....::. -r , • � •+ i � 11 --•�— I IIIIII�IiIlu1111hi111111IIIIIIIIIIIIIIiI ;..,: � t'd�Ll,!'lll„Id1. I II il;, _ � II ?11'111 :-•---;::_- - '� . I I l 11 ±1•I IIII I 1 IIII IIII II- , IIIIIII•„ '�:: ,d 11 I illlljJl I ,,,,,luun1111 111 ,1•!.. I I � �u ,"1 � � . ,�;M' tI I'f*,C'lillhlllllllllllll_ ... - -- � - Ill,lllllli - Iil ql I Il,y I y Ya .I I! illlll ��I '�Iik70 s : , . ,Ir;!! _!.,, n. 1. +!a. l r� .III �� iII��I��i�all'', I � ?�Sy`��ilf _ ' IIIiI1 III I. .y-,*y1 W, _ � ' JT • (� � . ! •1'}� 07 `� III , �1) �� II■ I ,�� I�� ��� I �i;lyl I jl� III' 'I�= — Iltll II ', lt I'1 //�i� AI ■ .■� �r = = 1 , 101 Imum �/� !�� III !, _ {I !•Irk 1 LLQ __ __r_ijill yyp��� !�� • 1.'ilr"��I f ,� — _ ,, , .� —' `til •� it �� �� i�l�;�llti{•�. ]CIIII1lIJL.IH'..1'1 C ' �.f : .■!Nf , �' 1�_i�� •, Y 4 1 ■ �_� \ �_ t''�+ u5.s ;�4 -;K'�•',:K.f��7 \ 111 •'Z it�>;•�7rr.'y" •-'!! d r �• rl c ! � � Ill •-1j+r moi• \ - '' - i I r '1(h: � 61 '•l' � a a , N♦�� �A ie�1} . I �� �� ��.+�Innu��.ntunesu• u a'i �i 1R.,.i . n7��yt(, �� - ••.= Y - �•M Imo► ' �1�"._ ,� `� !.'r1 �___y.� l "I•�� • _ % . . e•1111•I��lu,l v •Y P ?Ir a.0).•4 •�j� � r ` WMAMAT*4%Ji��V- I f�� � ' i� �- - -.1 1 y � • i F - 1 ---- llaffiTi I I I , 1 1 1 1 1 1 . . • • . • . .. � r a z i w C 0 0 0 1n 9 0 W L W 22'-an VI 2 p O n Z IZ'-81R" 9'-II IR" Y GENERAL NOTES 16"XIb" SOLID (3) TREATED 2X8'5 AND _ _ CM.U. PIERS l JOIST SPANS WERE DETEid'HE ON THE BASIS UL THE o o a F- 1X10 TRIM BOARD ALLOWABLE STRESSES IN THE "1991" GRADING RULES OF THE _ _ _ r — — _ ____ r_— I SOUTHERN J�INE INSPECTION BUREAU" GRACE NUMBER TWO (2) � o 6 I �_— ---=--r - ------- ' I KILN DRIED. i o n o a a II I PROVIDE TREATED 2 PROVIDE DOUBLE JOISTS BELOW ALL PARALLEL PARTITIONS, L114---�� I SOLID WOOD ABOVE AND AROUND ALL OPENINGS NOT INDICATED ON Ll — J BLOCKING UNDER L — J /-5/4 X6" L - �l J DRAWINGS, (2) TREATED 2XVS AND TREATED II TREATED WOOD 3. CARRY ALL FOOTINGS TO FIRM UNDISTURBED BEARING. n • = ALL COLUMNS (tYP.1 I II STEPS T RPE TO GRACE 16" X 8" FOOTING FOR 8" FOUNDATION WALL WITH (2) •4 AS IXIO TRIM BOARD UNA. Nti- DECKING-� I REINE, RODS CONTINUOUS. O y y i 24" X 12" FOOTING FOR 12" FOUNDATION WALL WITH (2) O 35'-0" OID 10'-5" 21'-0" m •4 REINE. RODS CONTINUOUS. w p I H 4. ALL WOOD USED IN CONSTRUCTION OF DECKS AND STEPS r,-g 3 ren II r SHALL B TREATED. FASTNERS FOR TREATED WOOD (NAILS, - - - - E TREATED 2x8 INSIDE = BOLTS, HARDWARE, ETC.)SHALL BE GALVANIZED. 5. FRAMING DESIGN BASED ON THE FOLLOWING LOADING 0 u jl PERIMETER a I PORCH ITYP.)) .i FRAMING CONDITDE � — Q- - - - - - - - - - - - - -- - - - - - — ----- - - - - - - - J r - - - - - - -- t - - - - - - - - - - - - - - rg � - , ROOF t FLOOR DEAD LOAD - 20 PSF. ROOF LIVE LOAD - 25 PSF. — J - - - -- - - -- - -- - - -- - - FLOOR LIVE LOAD - 40 PSF. r- _ _ _ - - - - - - - - - - - - - -- - - - - - MAXIMUM SEISMIND IC SPEED - 90 M.P.H. - - - - I I l21 2X10 RIM J015T9t - - r I VERIFY SEISMIC REQUIREMENTS FOR YOUR AREA. --`•r \ ` s �OO(3�1 CRAWL SF'G4HCE C I ITYP.J I 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. `• 9'-2 IR" I II'-B" to 2'-0" 9'-S" I2'-9 IR" 2I'-0" I 1. CONTRACTOR SHALL COMPLY WITH THE CONTENTS OF THE SPECIFICATIONS FOR THIS HOUSE. a LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY 1 I NECESSITATE A MORE STRINGENT FOOTING AND FOUNDATION w 8"X16" WALL DESIGN. CONSULT WITH LOCAL CONTRACTOR OR BUILDING - Z-Z MAS. PIER I I S" INSPECTOR SOIL DESIGN BEARING PRESSURE 15 ASSUMED 2000 P.SF. 9 CONTRACTOR AS PER CODE. HALL INSTALL GROUND FAULT INTERRUPT OUTLETS Q 0 I I 10, PLANS CONFORM TO "CABG ONE AND TWO FAMILY DWELLING OIIx 4" GONG.'(LAB W/ 6X6 I CODE" WHICH COMPLIES WITH "BCCA NATIONAL BUILDING CODE", n `g, L I IC p N WIAXWIA ULF OVER 6 MIL AND "UNIFORM BUILDING CODE". HOWEVER MODIFICATIONS MAY --,r K°-U F - - T MOISTURE BARRIER OVER , I BE NECESSARY TO COMPLY WITH LOCAL AND STATE CODES. n �f COMPACTED FILL. SLOPE I II. PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS UNDER L_J FOR DRAINAGE 'I WALLS THAT ARE PERPENDICULAR TO FLOOR JOISTS 2X10 FL. JOISTS • 16" L J I IZI, 2XIO FL. JOISTS • 16"L -j O.O. W/ BRIDGING L y - - - J _- 2X10 FL. JOISTS • 16" I I �' 12 INSULATION: — R-30 lI2 ) O.G. W(10,RIDGING ' OA. WRIDGING (14 I - WALL—R-13 4-4'1 I I S FLOOR—R-IS CHIMNEY CONSTRUCTION REQUIREMENTS 3) 2X10'5 (21 2X10' _ _ MAS. PIER I USE 15/32" STRUCTURAL GRADE 11 PLYWOOD SHEATHING. _�_ J I (T7PJ 2. SPLICE ONLY ONE CORNER STUD AT ANY SPLICE. STAGGER • - J BOOT WAW7 AN61(4 �4'S T EACH WAY 3. USE10dIOd O.C. ATAAL BLOCKING BE �D USE (4) STUDS PER CORNER = L - -_- -J L - - J L . SPLICE V-0 in ING ITH TUB AREA -I- O.G. W/ BRID061 I --0" —_— I --- 9�4" --- 10'-3 IR" SHORT WY D (IDE OFT'O(ITE PIER FOO INGS (TYPICALIOG. AROUND ALL PLYWOOD EDGES T'-2 IR" 0 X3'-9"XI'-0" I L INTERMEDIATE SUPPORTS. VIDE 4'-0 DBL. NST. AT ING r - -, r , 1X10 F- JOTS I9 • I6 , - , � - - - - r •4'8'FTG. W14 BETWEEN TESTUDS H RWIS INTERVALS. 2X10 FL. JOISTS IZ I r l` j . UNLESS NOTED OTHERWISE) L L_ - J _ 2XI0 FL. JOISTS • 16" L J OG. W/ BRIDG NG L J 2X10 FL. JOISTS • 16" r J PROVIDE I'-e" X 2'-4" X I'•0" DEEP CONCRETE FOOTING 0 O.C. W/ BRIDGING (10'1 - I O.C. W/ BRIDGING RODS 1 F- I r - - , --- F -I- T— - - , - - - - I (�) J - - J L - - I PIROVID 4REINF. UARE EACH WAY UNDER NC XI6OOTINGMASONRY PIERS L - - - - - - - - - , - I 1 I I 0 - -- - - - - - J - I I 0 2. (3) -4 RE E. RODS EACH WAY DEEP CONCRETEF ASNGWI7H 'A E�u'rLll 4" SQUARE X I'-0 L J_ - - (31 4 REINF. UNDER 16" SQUARE MASONRY I- 3 PROVIDE 2'-0" X 2'-0" X 1-0" DEEP CONCRETE FOOTING L - - J L -I-J r J r J WITH (3) '4 REINE. RODS EACH WAY UNDER 12" SQUARE MASONRY ' I 2X10 FL. JOISTS • 16" " I - - - - - - PIERS. biXS' FNDI O.G. W/ BRIDGING C TURN DOWN (LAB t0 4. FILL PIERS SOLID WITH 2,500 P.5.1. CONCRETE, TYPICAL. AND SLOPE 5, WEIGHT OF PIERS: VENT (TTP.) (117 I r-j 4i, m 5 FOR FROST DRAINAGE 0 A. PIERS LESS THAN 36" IN WEIGHT MAY BE a"X16" �, i T70PJ I- -I L -- - - - v J dt OR AS NOTED ON FOUNDATION PLAN. r -2" B. PIERS BETWEEN 36" AND 80" IN HEIGHT SHALL C BE A MINIMUM 16"X16". - L J G PIERS GREATER THAN WITH IN HEIGHT SHALL BE - - . - - - A MINIMUM OF 16"X16" WITH (4) CONTINUOUS 5 BARS. o -------- ------ to -----J- ry -------- '-b I/2" - - -I 2X10 PL,JOISTS • 16" I ________ ___LI , _.I I4" CONC. SLA15 W/ 6x6 -4 B ` A II I A Ii'- Gj I - �WIAXU11.4 W1F OVER b MIL ro, I OC W(121)BRIDGING F - - - - MOISTURE BARRIER OVER 1q BC -ACTED FILL. SLOPE L - - -- - - -- - J FOR DRAINAGE DEPRESS FOR TILEPIPE / VENT STACK - - - - . STEPS WITIH COPYRIGHT- REDINK m TILE FINISH TO GRADE 2x6 STUD WALL AS REQUIRED (T"YP.) Fd,.w--ging is uapynghted and ragis FLOOR J01IP EACH SIDE OF PIPE W/ emem is not printed in RED �• s 2X10 BLOCKINGs illrgal and should be r rt d 16" OG.15'-4" 21'-0" htor. Sae rnnght-hand rnmer of wi g only ONE evuctu e i m p1 rr 011%welV to the buyer. COPYRVGHT- RED INK W J p0 TYPICAL FIFE THRU FLOOR — J r- FOUNDATION PLAN v4" = I'-�1--0-- '� NOTE,FACE OF FOUNDATION WALL PROJECT( + (,� W IR" BEYOND FACE OF STUD. SEE WALL SECTIONS / W f0 +�! W 00 ® � � N d _ CD m N 00 U ro 9 9 8 ® cc N X OO MOULDING - - _ ® a 71 0 9 m ADJUSTABLE - LIGHT LIGHT = LIGHT ) SHELVES m \� / \ \ _ T ,l YP. / _ ` - Q BUILT UP MANTELWINDOW 0' m BEYOND r- - - 7 ;g \ / m s a., Twoa,. 11I/4" MIRROR `q SINK REF. �, 'fl - MIRROR (INK SINK 9 SINK D D Y1 DISH-I SHELF r NSLATE (TYPO '! E 036" PREFAB. _m FIREPLACE '^ \ \ / / in '^ m in ro TUBRTH SURROUND Z A GREAT ROOM e KITGI-4EN KI.TG4IEN D KQ ITGHEN KITGI IEN KITCHEN MASTER BATH rt B� 4TH +n o Q INTERIOR ELEVATIONS II" o 4 z C4 DO NOT SCALE DRAWINGS. r w z COPYRIGHT © 4 ALL RIGHTS RESERVED BY DONALD A. GARDN ER, ARCHITECT, INC. w ( _ NOT TO BE COPIEDOPTED OR REPRODUCED WITHOUT WRITTEN PERMISSION p (f) to !L < O O 0 9 O O < 0 V m < O O F Q � W LI VI w TREATED Z 2 C f j WOOD STEPS - TOGRADEAs \\ ❑ ❑ — � / ELECTRICAL LEGEND REQUIRED � H 1 }1—H Ell 97MBOL DESCRIPTION ` ` � DUPLEX OUTLET (GROUNDED TYPE) v 21'_0' 15'-6" 4'_6" m WEATHER PROOF DUPLEX OUTLET WALL SWITCH CONTROLLED DUPLEX OUTLET r. © B w° \ P 9 ABOVE COUNTER LOCATION ® FLUSH FLOOR WALL SWITCH CONTROLLED 0 22 DUPLEX OUTLET OWJER VERIFY LOCATION QTL VOL @D 220 VOLT ROD SHELF ® r DINING ROOM - - ® TELEVISION ANTENNA /T OR CONNECTION C BLETOUTLET 1— �a - - - - 1011 ❑H II ❑� ® I r p TELEPHONE OUTLET LOCATION I I I— J l— J J L m ON DIMMER I O � DOOR CHIME LOCATION I Gam SETT, — — CEDE - 130 VOLT JUNCTION BOX // SINGLE POLE WALL SWITCH MASTER BEDROOM GREAT ROOM \ � 3-WAY WALL SWITCH CEILING MOUNTED LIGHT FIXTURE SHOWER '^ y \ -0I WALL BRACKET MOUNTED LIGHT FIXTURE � WITH_ SUSPENDED CEILING MOUNTED LIGHT FIX TURE C RECESSED DIRECTIONAL CEILING LIGHT FIXTURE STEPS A5 / / \ \\„_ ❑ RECESSED CEILING LIGHT FIXTURE 2'-8" 2'-8" / 4'-0" — I 4 2 4 1 / - 1 REQUIRED / G RAGE ❑w RECESSED LIGHT FOR WET AREA ' a ONE TUBE IAJDER COUNTER FLUORESCENT LIGHT " / ' 22'-4" 2 H EXTERIOR CAST ALUMINUM FLOOD LIGHTS / ITIL ITY s \ y/ / CEILING MOUNTED FAN - PADDLE COATS CEILING MOUNTED FAN - EXHAUST e19A6TE ` 9 BATH GEIL INC MOUNTED FAN AND HEATER � Y FOR m' HALL SiELF — F PORCELAIN LAMPHOLDER p7 Pi ' ` - ' � UJ — p � - O � "1 � F. �� � � ® DOOR BELL BUTTON O NB I ' v I O 8 4F1 G Elea. SMOKE DETECTOR b'-4" \ 2'-8' `% 10-4" uu - / ® CEILING MOUNTED FAN, LIGHT, AND HEATER L \ p FOYER HOSE T \ — BIBS22"X36"AT / se - ,` b' VERIFY HEIGHT CLEARANCE BETWEEN _ DM��� BIBS TUB AND WINDOW WITH ACTUAL Wf� - O O -- , `-dY\ - ..1 I-1 -"R D O \ m Q HOSE TUB UNIT TO BE HASED O 1 ROD SHELF - O - l���l 9X9 STUCCO COLUMNS, / Elea �,1� _ A L��' 1 COVER WOOD) TYP. / BEDR 02 ® ' � ea ❑ caNc s7E 4 ® 1 \ 1\ _ TILE FINISH Ps TO GRwlrH ADE AS REQUIRED (TYP.) 5,-b" 9'-B" 5'-10" BEDROOM *3 / 6a- ABOVE ABOVE © S - W N 5._4.. 5'_0.. 11 5--4-- 5,_4.. 1 K h"•V .' COPYRIGHT=R — 1 1 p U ani is ra m is ooPY'''gI ted and r stare IV , Z 4J not pnnncd In RED I this 66'-4" If t s s slro.�ld be reported to 1•i dra Ing is dlegnl and pyng," See cnp•/'fight information in J O lower nght-hand rnmer of drawing The Tight -1 co at bad"Iq onN ONF ttrusrtne nom these p FLOOR PLAN tarhennynr. 1/A" I'-0" is bcensed ex p —1111 REDINK ' COPYRIGHT- TOTAL LIVING 1315 sq. ft. 40 V W GARAGE 490 •q. ft, Lu Go uJ m ® � N < X 00 co a V f` m WINDOW SCHEDULE SYMBOL ❑ DOOR SCHEDULE SYMBOL ® a MA RQWGsH OPN"G DESCRIPTION FELLA NO. QUAN, MARK SIZE DESCRIPTION QUAN. ® X NOTE= A b'•3 1/1" X 3'-b 5/8" CASEMENT 2036 WC3 3'-0" X 6'-8" X 13/4" EXTERIOR HARDWOOp, FRENCH, 10" SIDELIGHT Q VERIFY ES, ALL LOCAL CODER, ENERGY B 6'-3 IR" X 5'-0 5 CASEMENT 2054 WIGS 4 2 2'_e" X 6'- O TYPES, AND SITE GONDITIC E PRIOR TO B" X 3/4" EXT. HARDWOOD / IHR FIRE RATED 1 CONSTRUCTION. REVIEW SELECTED MECHANICAL G 4'-2 IR" X {'_6 5/8" , CASEMENT 2048 WC1 I 3 B'-0" X T-0" m GARAGE DOOR 2 D 2'-1 1/2" 4'-6 5/e" 2048 WC I 4 3'-0" X 6'-8" X 13/8" INTERIOR BI-EDLP I O ' SYSTEMS WITH OWNER PRIOR TO CONSTRUCTION. C EMENT RECOMMENDED LOCATIONS ARE AS FOLLOWS, E B'-4 IA" X '- 5/B" CASEMENT 2054 =4 I 5 PR 2'-0"X 6"•8" X 13/8" INTERIOR HARpWOOb THE WATER HEATER MAY TYPICALLY BE PLACED F 2'- t/1" IAMETER CIRCLE CHF30 1 6 4'-0"H.Vx 6'-8° x 13/8" INTERIOR BI-FOLD 2 d IN THE CRAWL SPACE OR L THE I-LACE E. - THE C. UNIT MAY TYPICALLY BE PLACED IN G V-a, /2" 9f-2 3&1 CIRCLE CO. —1420WVELLIX 2 1 2'-6" X 6'-e" X 1 3/B" INTERIOR HARDWOOD H I'-9 IR" X 3'-9" THE DRAWL SPACE OR ATTIC SPACE. LUX 00. SKYLIGHT VELUX CO. V8-104 1 B 2'-e" X 6'-8" X 13/8" INTERIOR BI-FOLD 1 $HALL. EQUIPMENT ACCESSIBLE ATTIC SPADE 9 9'-0" M 6'-8" X 13/4" EXTEROR HARDW'D, SLIDING GLA58, FRENCH I SHALL 0E HELAGES PI AN OPENING AS LARGE AS THE LARGEST PIECE OF EQUIPMENT 10 5'-0" X 6'•8" X 1 3/e" n AND IN NO CASE LESS THAN 22"x36". - - - INTERIOR BI-FOLD I II 2'.4" X b'_g" X 13/811 INTERIOR HARDWOOD 12 2'-8" X 6'-8" X 1 3/B" SEE STRUCTURAL DRAWINGS FOR ADDITIONAL � - � 2 - •O INFORMATION. - INTERIOR HARDWOOD I ALL WINDOWS ARE INSULATED AND WEATHERSTRIPPED AS MANUFACTURED BY r' INSULATE AROUND ALL BATHS AND UTILITY ROOM. -"PELLA" (ROLL$CREEN CO, PELLA, IOWA,50211) TYPICAL WALL, 2X4'9 • 16" OA., UNLESS OTHERWISE O NOTE;VERIFY ECWE65 WINDOW REQUIREMENTS PRIOR TO CONSTRUCTION. DIMENSIONED - o Q O O _ r; u I DO NOT SCALE DRAWINGS. o m NOTTTOH E�COh EBd OR REPRODUCED RW THOUT WRITTEN APER MISSIONNER, ARCHITECT, INC. Vfw o m w W- < 2 U yj fj lWi WQ '� . U Uo RIDGE VENT (TTP.) _ J � < i W N N N CLAY TILE ROOF HIP AND RIDGE ` STUCCO CAP (TYP.) IXIC FASCIA BOARD WITH IX4 TRIM 12 12 825 I— 825 F STUCCO ARCH - 1 825 12 1 825 Y „j CONCEALED ! IX0 BARGE FLASHING - i' BOARD i ' r _ — - — - — - - - _ - - - - _TOP OF PL IXIO W/ IX4 TRIM 2 3/4" WOOD TRIM STUCCO BAND \ / C TO MA CD PANEL DOOR d' STUCCO QUOINS "' STUCCO BAND FIRST FL_ C ^ 9X9 STUCCO GARAGE FIN. FL. FRONT ELEVATION I/4" . I'-0�' CONC. STEPS WITH COLUMNS VARIES - TILE FINISH TO GRADE AS REQUIRED -- -- - - - t r t l t l -- - - - - - - J ., 12 12 - - — - — - — - - - - - - - -- - ` - - - - - - - - - - - - - - - - - - - -- - FIRST FL— � - 8251' 'ter ter' (SUB) SKYLIGHT CRICKET 12 (TYP.) POWER VENT —1825 RIGHT SIDE ELEVATION /4" = 1'_m" i r- - - - - - - - - - - - - - 12 - - - - - - - - - - - -12 12 LOW PROFILE POUTER VENT AS REQUIRED BY CODE L — — — — — ','� (D � p ROOF PLAN 12 5.2Sr 625 r 12 1825 --- SKYLIGHT W p J OD FOR INFORMATION I \w rr `� i r `v\ i �� i/ \�� :r v\ METAL CHIMNEY fA J ON FASCIA SEE CONVER ` ' N — _ WALL SECTION — _ — _ _ — _ — _ — _ — _ — _ —_— _ — _ _ TOP OF PL h -_. STUCCO CHIMNEY Z • - - Y U w OD ./ W 00 CONCEALED Cnl �r Gly W Ir Qp FLASHING di r In .: N - / / \ \ / / / .4.® This driwmL u,cnpvu a f i i' .ped t � , ® � • OD \ \ / / \ \ \ the cnpyn htrr , an shoulJ he renorten ;a ` Z m 12 / 0 See coPVryM infarmatian in n co CRICKET r o/ drawn lower nCht hand come 9 The o/hnildlnP only ONE structure r,uht V fD - - / is hcensed esclusrvel from Yhese plans _ _— _ — _ — _ — _ _ — _ — _ _ Yto the buyer. N — _ —_ — _ _ — _ _ _ -- _— _— _ _ _FIRST FL COPYRI G — 12 FIT_RCD INK ki ii _ (9U61 T a x o TREATED WOOD m - REAR ELEVATION STET'S TO GRADE I/4" , I'-0" VENN8" PND, ACCESS DOOR —_— _ _ _ — _ — _ —_ _ _ — _ — _ TOP OF PL O a NOTE: CONTRACTOR TO VERIFY CHIMNEY FINISH MATERIAL WITH OWNER PRIOR TO CONSTRKTION. IF BRICK - - N MA50NRY IS REQUIRED, CONTRACTOR TO MODIFY CONSTRUCTION OF FIREPLACE AND CHIMNEY AS REQUIRED. 0 FIRST FL ._h n N 0 LEFT SIDE ELEVATION Z a u 1/4 1 -0 DO NOT SCALE DRAWINGS. � r ' COPYRIGHT ©3/29/94 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. N � w J N07 70 BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION 0 N W K = W p O 6 9 — 0O Q W i CLAY ROOF TILE CL COLUMN W p m U 0 W O W W w '- W N OW O Q In i u 30-FELT 5/8" PLYWOOD ROOF NOTE: w p I SHEATHING WITH SEE SECTION -5 o N e- N PLYCLIPS o E PORCH CEILINLAP / FOR ADDITIONAL < o o a i G, 212 "V" JOINT IXG'S NOTES —h - 78 5 2X8 RAFTERS • 16" O.G. 2'-1 3/8" i- SIMPSON COMPANY \ 12 12 DOUBLE STUDS / 16 GA. HURRICANE TO OF LATE TO BEAM ABOVE USE CONT. 2X6 BLOCKING \\ STRAPS C 16" O.C. / AT 625:12 ROOF PITCHES \ 2X6 COLLAR TIES \ - - \ IX4 TRIM . 16"0 2X12 CLG. JSi'S, O.C. - �- / CUT TRIMMER FROM 2X C 1 - \� T 2X4 \ \ • 16" O.C. CLAY EAVE CLOSURE PIECE j 9 15/32' PLYWOOD - - I \\ \\ SLOPED � IF I TOP OF _ — _ _ \ \ / LL - SHEATHING T r,. zxBLocK1NG CONT. SKYLIGHT 3\ e', IB') PLATE - �� - - - - - - - - - � II 5 R-30 INSULATION \\ \ METAL DRIP EDGE TOP OF a BOTTOM KNEE WALL 2X4'S (&% 209 2X6 BEYOND C 2X8 CLG JOISTS \\ FASCIA S OF BAND s I6" OL. . 16" OL - IXIO WOOD FASCIA - (TOP OF COL.) S 2X4'5 • 0 WITH IX4 TRIM 32" OL. I IL- -1 _ I/2" GYPSUM BOARD 1 SEE STRUCTURAL DRAWING GANG LAM 12 _ 3/8" PLYWOOD SOFFIT WITH 2" FOR LINTELS LVL BEAM \ v 4 I2" TOP OF PL_ fl0'1 2X12 \ CONTINUOUS PERFORATED - — - — - - - _ RAFTER CO-) BOTTOM m ALUMINUM VENT FACE OF COLUMN 2X8 CLG. ,LIST'S. BEARING KNEE WALL, 2x4'5 OF BAND 1" AND FACE OF PORCH • Io" OL, m (THIS SIDE AT KNEE WALL. 2X4'S I 3/4"X2 3/4" TRIM BOARD OVER BLOCKING BELOW < I6" O.C. SLOPED CATHEDRAL • I6" O.C. SEALANT CEILINGS) PORCH CEILING, LAP GANG LAMI DETAIL 3/4" = I'-0" C PO JOINT ILIN LVL BEAM - STUCCO BAND t) PORCH FOYER GREAT ROOM PORCH 2X4 WOOD STUDS • 16" OL. DOOR DOOR 2X10 FLOOR JOISTS 1 t- 2X4 BLOCKING AT MID HEIGHT FIRST PL • 6" OL. TREATED WOOD STEPS " =U --- - TO GRADE AS REQUIRED C 0 S 1/2" GYP. BD. 11 11 ir 1 11 AL 11 11 /---- .9 CRAWL SPACE TREATED GONG STEPS WITH (3) TREATED 2X8'5 TLE FINISH TO GRADE DROPPED BRIDGING AS REQUIRED i SILL r---r AND IXIO TRIM BOARD. 3 STUCCO !EXTERIOR INSULATION AND FINISH IF '�''II' �r -�-1T- SYSTEM MANUFACTURED B7 "STC INDUSTRIES) r INSTALL IN ACCORDANCE WITH MFG'R5. INSTRUCTIONS r'-`� r-`-`-1 r'-`� r' ' L___J LJ 1 IL L_L___J L_ 15/32" PLYWOOD SHEATHING 4" CONC. SLAB TREATED 2X8 JOISTS DEF'RE58 FOR • I6" O.0 1X4 WOOD TRIM BASE FLOOR FINISH B SECTION 1/4" . 1'-0" "9 2X4 HORIZ BRACING _ Cn 2X8 RAFTERS WITH 2X4 CROSS '. I6" O.C. BRACING DOWN TO sill FIRST FL CEILING AT END WALLS (SUB) —� 2X8 CLG. JST'S. STUCCO BAND SLOPE TOP 0 1611 ac.SLOPED g25� CONT. 5/5" PARTICLE BOARD UNDERLAYMENT (5/8" 2X12 RAFTERS 2x6 EXTER OR GLUE UNDIEA NT 2 GO '.L • WET IREASOONVERLI p DYIUpOD9 B7FLOOR( ROOF STUDS TO N (3) STUDS C16') BRIDZ INC - CONTROL (ICV 6 12" CML. BOND BEAM W/ (2) CONT. 2" AIR SPADE 1111 2x& 'S BARB. PROVIDE I/1"0 GALv. ANCHOR (TYP) 111 2X4lS O.C.BOLTS • 6'-0" OL. TO SECURE iii --`-- ----- 32" O. 2X6' TREATED 2X12 PLATE 2X12 IIR----- -----T1 RAFTER 111 jilj~ .�,_ TOP OF PL BEARING STOP STUCCO 3" ABOVE GRADE m _ pli 2X8 CLG. JST'S. T _ da ry p11 • 16" 06. m H CML. FOUNDATION WALL WITH / u TYPICAL LINTEL 0 II o HORIZONTAL JOINT REINFORCING n II N d d . 16" OL. VERT. / Q FILL ALL CELLS BELOW GRADE WITHM I a 2500 PAIL CONCRETE o BEDROOM ii BEDROOM 02 I o (� V (3)STUDS ii \ m / i� WINDOW BEYOND NOT SHOWN Z C) u FOR FOOTING SIZE t REINFORCING Iiii iii! STUCCO BAND SEE GENERAL NOTES 111 1111 2X10 FLOOR JOISTS IIII IIII kill Ir " OL. r w -- FIRST FL CLAY TILE RIDGE 0 I' (SUB) CAP (TYfl -d OD !A -i In IIL I BRIDGING i �- STUCCO 5/S" PLYWOOD ROOF WALL SECTION 3/41' a 1'-D" / SHEATHING WITH , l`dS `/ PLTGLIPS Z I CML. FOUNDATION T 2 . V w I I WALL W 1% w cc 00 / WOOD TRUSSES • N � /� 2'-0" OL., SEE NOTE, VERIFY'EAVE ® F / ^ 1 SECTION 1/4' . 1'-0" WITH HOUSE BEYOND STRUCTURAL PLAN GARAGE ALIGNS WI ' 0 COLUMN BEYOND � TOP OF PL �_ _ OD � 4 I/2" WIDE HANDRAIL, CUT � m ' FROM 2X6, W/ 3/4" CHAMFERS ' m NOTE: 5/6" GYP BOARD AT z V p w 3/4"XI 1/2' WOOD APRON SEE SECTI4FL. - AND _ GARAGE CEILING MOULDING FOR ADDIcc N NOTES C 1�U Q 6x6 INTEfJ"IEDIATE P097 _ - __ _— - - — - — - —uFIRST FL— _ h. .. ® X W 4" CONC. WI.4 - Y —11/4" SQUARE PICKETS 0 T" OL. ,w1,4 WU: (-SUB) �— GARAGE GARAGE � p 1/2"0 GALV. AS. 0 32" O.C. - - DOOR 3/4"Xl 1/4" FRAME TOP 'b' m m AND BOTTOM —2x4 PLATE GARAGE F - - - - - - — -3 1/2" WIDE HANDRAIL, CUT VARIESCUT FROM TREATED 2X8 � TOP OF- 1 / CML. FOUNDATION WALL MASONRY FLOTE,OOR VAR 9 FUL 4" GONG SLABSUB) FROM 2X4, W/ 3/4" CHAMFERS R T FL l2)TREATED 2X8'S AND _ - - - - - - - - - - - - - --- - - - - - - - 9 - RED INIXIO BELT BOARD — DONT. HORIZ.GALVANIZED JOINT W/ TREATED 2X2 NAILER 6 MIL POL4 This dmwi is co and regi tered to: MOISTURE REINFORCING • 16" O.C. VERT._�TSEATED WOOD STEPS3/8" EXP. . - TURN DOWN SLAB f ted in .D INI<,this TO GRADE AS REQUIRED ` FILL ALL CELLS BELOW GRADE WITH TO FROST DEPTH J li 'I axTtam t+ no 'pri 2500 P.S.I. CONCRETE _ - kl,,, l Is Illrq, nnf s, eol a e orted to ' N dQ g PIER BEYOND t• - C SECTION un= jq-,ht flee yr Of dilght mlorm b m2 4 — FOR FOOTING SIZE AND REINF., I/4" 1'-ID" ln.,�:e; lwgyv-hand cortmr of drmminu. The • SEE GENERAL NOTES Fj of building ugly ONE strnctme boon these PI N' ' is licensed exclusively to the buyer. OPT{ONAL PORCH HANDRAIL DETAIL coPVRICNT-RE° INI` 3/4" = 1.-0 SECTION !4 t<WLL o N z Z DO NOT SCALE DRAWINGS. Z O CNOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION OPYRIGHT ©3/29/94 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. N w ❑J O N w VI Z U 3 w I \ / 1 THIS SYMBOL INDICATES LOAD BEARINGw (7)2X176 I IfI (2)2XIm'5 IINTTEERIOR WALLS. ALL BEARING EXTERIOR WALLS -I I_ I \ IF-71F - -IIIF -IIm m . 2 1 -- - - - DASH LINE INDICATES ROOF FRAMING 2 \ I11 1111 I -- I 1�Ij I Im 0CENTER LINE INDICATES "AMS BELOW U ROOF. ( SEE STUD NOTE V BEOW) FRA•E SKYLIGHT OPENNG WITH L OR.On II (2)2X12S AT ROOF AS SHOWN. N I I 3 LOCATION OF SKYLIGHT OPENING I X II II I • 2�9 WALL rp O INDICATES THE NUMBER OF STUDS REFER TO FLOOR PLAN FOR ® \ R �I \ II UNDER BEAM ABOVE. AT CEILING TYPICAL (3)PLACES NOTE: \ I II I b" on IF NUMBER OF STUDS AT BEAM ENDS I\- - - - - - - - -- - - -- - -- - - - --�'--r- -'� y V I _ _ _ _ _ _ ARE NOT INDICATED, USE (2) STUDS. \ T - UNLESS NOTED OTHERWISE, ALL INTERIOR \ It DOOR AND WALL OPENINGS IN LOAD \ -_(2)2XITS / _ BEARING WALLS SHALL HAVE 2X10 ry O \ I ,I \ 7X17'9 E LINTEL WITH DOUBLE STUDS AT EACH ,11F ,III2X0 CLO.JOISTS LINTEL END (TYPICAL). 16" OC, (1m') UNLESS NOTED OTHERWISE, ALL EXTERIOR DOOR AND WINDOW OPENINGS SHALL HAVE (2)2X10'9 WITH 1/2" PLYWOOD PLATE LINTEL. 4 I II II I / p USE (2)STUDS AT LINTEL ENDO UNLESS \j p U \ 2X6 RAFTERS . 16" oA-\,p OTHERWISE NOTED \-+' - p I II II I DOUN TO ROOF ELaU ROOF OVERHANG FROM FACE OF STUD TO \m O n • n I II' II I O m • I II II I O 2 m NOTE TRURO MANUFACTURER /f/ FACE OF TRIMMER (SEE WALL SECTION) SHALL DESIGN AND SUPPLY IO 2'-I 3/5" UNLESS OTHERWISE NOTED TR100 HANGERS FOR NIP AN D / FRAME SKYLIGHT OPENING WITH \ _�4_^�„ ,�_�•J�_ ___ ,(2)1 3/4_•X10°GL. O k JACK TRJ59 RAFTERS.CONNECTORS G.L.MATERIAL SPECS (212x0'0 AT ROOF A5 6FIOIIAJ. \ (2) 3/4•X11 T/B"Gl. CEILING RIDGE CEAM -----/ ----- 4 TO EE CLEVELAND STEEL SPECIALTY O d CO.OR 61MP00N STRONG TIE CO REFER TO FLOOR PLAN FOR 3 CEILING RIDGE DEM'(' ^_ I / p W 91MPSON "H-I" ANCHOR EA ).RISS LAMINATED VENEER LUMBER GANG LAM LVL, \ �I LOCATION OF SKYLIGHT OPENING \ / � END SHALL BE BY LOUISINA•PAOIFIC OF ' O I U 3 R / I AT CEILING.FRAME CEILING m WILMINGTON, NG AL SUPPLIER 91Yd5)OR - (7)19/.4"XII l/B"GL. _ I J / EQUAL SUPPLIER TYPICOPENAL WITH LA 7x00 -- W2>"OFTERS O -- - ^ \ /APPROVED9 SHALL MEET oR EXCEED: TYPICAL [a)PLACES c. re' 14') 3/t17 / - - Utt_ 2X10 RIDGE BEAMCPROPERTIE Fd . 2950 PSI --- / // \\ O \ I• 2 JROOF TRUSSES Fv • 29A P91 _ _ o a7'E . 2p10D@m0 PSI F3GANG LAM "S" LVLS ARE INDICATED. I3UrGNG LAM'"W" LVL'S CAN BE USED M1T/ -h�� mIX BUT VARY FROM SIZES INDICATED �— — L_�y � �ti'/ 3 — —— — — 2X1m RIDGE/TEAM ro/ 2 3 \\ X Q u. L`m W m I CONNECTORS INDICATED ARE MANUFACTURED }`/ f ����-f��fSANBY THE EIMPSON LEANDRO, CALIFRORRNIA Ic45 PONY, INC., / (CONT. 2eP.We)GL \ 2XB RAFTERSin 22"X36" ATTICV ACCESS PANEL ( 9 m \ ar / (212XIO-6 WITH In' • L - J Q \ 0 U \t� \ I 2 / PLYWOOD PLATE, q __ EXTERIOR / O \\3 ry • "0 \ (L DO 3/4"X11 l/B"GL. DOOR AND WINDOW-( � ' m�x n • 3 3 g 3 NOTESEE DETAIL LINTELS UALO. (D N 2X12'9\ O O O O OF G,ARAGE LINTEL ry • O\ _ THIS SHEET - - -- - - - - - - - - - - - - - - - • y T'4 74-, fes\ KNEE WALL IS" O.C. x 12" O.C. taYo \ n 1 NAIL PLYWOOD FLITCH BEAM #n I \ \ I TOGETHER W/ )6d NAILS I•� \ STAGGERED TOP AND BOTTOM, / 9X9 STUCCO COLUMNS x x 2M RAFTERS I �\ (2)2x10'0 OWN0GHT- RED INK EACH FACE 2x6 RAFfER3 �`J -— (OVER WOOD) TYP. NOTE I •mob"O.O (169 -' • b" oO. [B9 1 \ s nwmg Is copyrlg m regrets ix x WHERE BEAM SPAN 19 GREATER 2X0 SLG,JOISTS I m \ \ THAN 6'-0", CENTER W-m" LONG a 16" O.C. I ;y PLYWOOD AT CENTER OF BEAM •SLOPEDI ! drawing RAFTERS R3ta'dl`t Tn61-pn-1tSd In�{EDINK;-thTa fe9 • 16"O.C.[ImT drawing is illegal and should be reported to SPAN. BUTT ADJACENT PLYWOOD PIECES TIGHT TO CENTER PIECE. the copyrighter. See copyright information in (D 2x126 I z' (v 2kl B lower ngM-hand comer at Brewing The rightSTAGGER JOINTS AT BEAMS WITH MORE THAN ONE PLYWOOD PLATE. f6LOPEDJ (ELOPED) I of building only ONE structure from these plans OI is licensed exclusively to the buyer 4D L - - - - -- - - -- - - -r•- - I COPYRIGHT- RP.D INK I PLYWOOD FLITCH SEAM DETAIL to I I I . a) NOT TO SCALE L —— —— — — —— —I— - -- - - - - - - N L . 12" Q.G. FOR (21 OR(E)GNG LAM. ROOF AND CEILING STRUCTURAL PLAN /4" . I' z z 1 3/4" BEAMS,NAIL MEMBERS T03ETHFR W/ 160 NAIL$ W O ' z STAGGERED TOP AND BOTTOM, N_ J EACH FACE J CD > n MULTIPLE GANG LAM. DETAIL , � Z NOT TO SCALE • V W C W cc 00 ® ~ � N 'STOP PLATE OF STUD WALL OD 11 T CIO V � ® N ® a x 0 \\ In GANG LAM LVL BEAM ANGLE 3"X3"XI/4"X6"LG. n. WITH IR"4 LAG BOLTS (3) STUDS DETAIL OF GARAGE LINTEL NOT TO SCALE Z � Q IL n 0 S Z O u - DO NOT SCALE DRAWINGS. `. z r - COPYRIGHT ©3/29/94 ALL RIGHTS RESERVED 9Y DONALD A. GARDNER, ARCHITECT, INC. w NOT TO 9E COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION