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24634-z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-26246 Date: 01/29/98 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 515 WATERS EDGE WAY SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 88 Block 5 Lot 60 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 24, 1997 pursuant to which Building Permit No. 24634-Z dated FEBRUARY 4, 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 SECOND STORY ADDITION & ALTERATION TO EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOHN W & JEANETTE COLLINS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 22591 12/02/98 PLUMBERS CERTIFICATION DATED 07/21/98 RICHARD W. GOETZ, JR. Building Insp or 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) Date.....FEBRUARY........4........................... 19.. 24634 Z Permission Is hereby granted to: JOHN W & JEANETTE COLLINS 515 WATERS EDGE WAY ........SOLJT,H0LD.9.N.Y.,.i .,97. ...............:........................ to ........GQ.NQ.TR.UQ.T....A...8E,8ANA...S.TQ.RY...A.PP.T.T.I.Q,N...OND...AI-TE.R...ON... �,�(�,ST.Z.N.G,.,S FAY1. .4,` ...AwG.4, .. ,N .,AS...APP.4,. .F.A,.,R,QR............................................................................ ............................................................................................................................................................... ...........I..................... ............................................................................................................................. .......................................................................................................:.......................................................... at premises located at................... WAY.............................5D THM-1)........... ..............................................:...................................................................................................I............. County Tax Map No. ....473889..... Section ...0RQ............. Block .....Q.Q.Q�........ Lot No. .Q.6.Q............... pursuant to application dated ..,DECEMBER„...24...I.................... 19......9 Z..... and approved by the Building Inspector. Fee$....,621.20„„ ..... . ............................... Building Inspector Rev. 6/30/80 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY 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. 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. 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 - _ 45r,%. 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date . . . �Z I . 8 / �5 . . . . . .. . .. . . . . . . . . . . . . . . aw Construction. ..... ... .. Old Or Pre-existing Building... .. . . . . 3cation of Property.. 5 s.... ��25..Le .W! . .... So��o� . . . . ... .. .. . . . .. . . .. . . . . House No. • • Street Hamlet iwer or Owners of Property... ... . ... .. ... . . . . . . . . . . . ... . . . . . . . aunty Tax Map No 1000, Section. . .©8 . . . ....Block..�00 " ... . . . .Lot. . . .©�... . . . . . . . . . . . . . ibdivision. . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. .. . . .Filed Map.. . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . armit No.2.T.��. . .. . . . .Date Of Permit. . . ....�. . .. . . .Applicant. . . . . . . . . . . . . . . . . . . . . . . . . . . . . aalth Dept. Approval. . . .. . . . . . . . . . .. . . . .. . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . . Lanning Board Approval. . . .. . .. . . .. . . . . . . . . . . . . aquest for: Temporary Certificate. .. . . . . . . . . Final Certicate. . . . . . . . . . . ee Submitted: $. . . . . . .. . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . APPLICANT ELECTRICAL INSPECTION SERVICE INC. 375 DUNTONAVENUE EAST PATCHOGUE,NEW YORK H772 (516)286-6642 22591 DATE. 1212198 APPLICATIONNo.ON FILE VILLAGE- Southold TOWN. Southold ADDRESS: 515 Water Edge Wad ISSUED TO: John Collins IN'LI?ODUCEDBY. ."ite�e Sitrls Electrie-- --- LI N.o: 2181 E - ' was examined on 12-2-98 and found to be in compliance with the National Electrical Code, LOCATION. Base.. x 1st x 2nd x 3rd Attic Det.Garage Hot Tub Pool SWITCHES RECEPTACLES FIXTURES HEATERS FANS G.EL AIR.COND. 40 61 55 3 paddle/1 9 exhaust DISHWASHER DRYER CLOTHES WASH. GAR.DISP. RANGE OVEN EMOKEDETECTOR 30amp 20amp 40amp 8 FURNACE OIL GAS CIR. MOTORS BELL TRAN. SERVICE DISCONNECT 6F METER I AMPS PHASE 1 12000H OTHER EQUIPMENT Outside,Res. 1-20amp whirlpool 1-microwave HUGO S. SURDI PRESIDENT BUILDING PERMIT NO. This certificate must not be altered in any manner Inspectors may be identified by their credentials BLUE ORIGINAL YELLOW COPY PINK COPY OFFICE NZ Town Nall, 53095 Main Road z Cn z Fax (516)765-1823 P. O. Box 1179 �� Telephone(516) 765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD . C E R T I F I C A T I O N DATE: Building Permit No.�l1/,7 Owner: J d IjIU �/ULl1IJ (please print) Plumber: 1��J� Z (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ' ("Plumbers i L, ) ~� Sworn to before me this a� 1-A day of 19 Notarf Public, County JO ANNE BAF�TIdC rdOTARY PUBLIC,�b Of Now York No. o 'g '; Expires Z)3 Alberti. Krupski,President �pG Towwa11""' y� 53Q95-Main Road John Holzapfel, Vice President .c o P.O. Box 1179 Jim King CO3 Southold, New York 11971 Martin H. Garrell �y • Telephone (516) 765-1892 Peter Wenzel Fax (516) 765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 12 , 1997 John W. Collins 515 Waters Edge Way Southold NY 11971 RE: SCTM #88-5-60 Dear Mr. Collins, The Southold Town Board of Trustees reviewed your survey, dated and received 12/12/97, and determined that your project to construct a second story addition to an existing dwelling with a 5 1/2' X ill deck on the second story addition, is out of the Wetland jurisdiction under Chapter 97 of the Wetland Code. However, this determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Kllrupski, Jr. President, Board of Trustees cc. Bldg. Dept. i _ 765-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ION [ ] F G [ INAL [ FIREPLACE & CHIMNEY REMARKS: DATE INSPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] F ING [ ] FINAL [ FIREPLACE & CHIMNEY REMARKS: DATE ` � INSPECTO 70-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION iST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ � FW�MING [ ] FINAL [ v}' IF REPLACE & CHIMNEY REMARKS: DATE INSPECTOR_��YG� �� 70-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FO NDATION 2ND [ ] INSULATION [ FRAMING ��� FINAL i [ ] FIREPLACE 8 CHIMNEY REMARKS: DATE � 31 l` �' INSPECTOR ✓ ''�'�`�d2 O" 7 ass-isoz BuaniNa DEPT. INSPECTION [ ] FOUNDATION 1ST [ ---ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ �ING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS(j/ 't/, � DATE � �� INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREP6.ACE & CHIMNEY REMARKS• 4� - DATE � � S� INSPECTOR �G�� 765-1802 BUILDING DEFT. INSPECTION [ FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATIOW 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE —Ac, INSPECTOR 70-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ,9[.E'� DATE INSPECT • I � • I • I a dr ►� • 1 ' I��i�// �/ i� / �•�� � � ,�jam, , S OARD OF HEALTH . .,/. . . . . . _ . . . . . FORM NO. I ` O 4�SETS ... . . . . . . . . . . . . . V'SURVEY . . . . . . . . . . . . .TOGN01 SOUfl0LU h J� BUILDING DEPARTMENT V—CIIECR . . . . . . . . . . . . . . IOWN HALL SEPTIC FORM - - - - - - - - - - - - - - - - - - - S01fi.IIOLD, N-Y. 11971 'I'ri.: 765- 1802 NOTIFY: A CALLS . ..w., 19. ;�„ MAIL TO: . . . . . . . . . . . . . . . . . . . . Approved-a 3 , .... Permit No. .... .................................... Disapproved a/c ................................... .................................--- ...................................................... . � . . ...... (Build' g ns tor) APPLICATION FOR BUILDING PERMIT Date. .L�'' ZZ . . . . . . , 1957 . INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector wilt: 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or, areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this application. c. The work covered by this application may not be comnence before issuance of Building Permit. d. Upon approval of this application, the Building Inspector wil'L issue a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work. + e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS IIEIIEBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building 7.aie Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to caTly with all applicable laws, ordinances,.building code sing code, and pregulations, and to admit authorized inspectors on premises and in building for neces/sa y in ion . / ,� ' ....lh/..... �:.��:`r ............... (Sign�crre of applicant, or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. .............� Ike r.................... ............._..........._._._........................................... Namof owner of premises ... 016001................................................................... (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ......................................................... (Name and title of corporate officer) Builders License No. -I.Q....G.QET�R...... Plumbers License No. ..r�._�..1?GT....M.... Electricians License No.T UG...F.....1.. Other "Trade's License No. .................... 1. Location of land on which/proposed work will be done...................G /........................................... ..........................��.1.�q .................................... louse Number Street Elanlet County Tax Map No. 1000 Section ... 8 0........ Block ..O-�-......... Lot ..(2"v.......... Subdivision ..reR2Y.VJATek5.. ........... Filed Map No. .?!90 I........ Lot ... ...... . (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. F�cisting use and occupancy ...��,IN�I;E..,�MIl�....� CG?E! ................................. b- Intended use and occupancy ...!:�IN��..fiIM!LN...W. --1MQCn.G................................ 3. Mature of: work (d►eck whid► applicable): New Building .......... Addition ...V ... Alteration. .. Repai r ............ Removal ............. Demolition _.. ....... Other Mork . . k�,.,mow�•�""U rain)9i, 4. Estimated Cost .... .-- ._... fee .......................:: ............. 1 (to be paid ox► filing tt � pl' ) ►� �, l .5, if ckaelling, n►niher of dwelling units ....`....... ?I�xdher of chaelli'iig.units own ea ► Eltoor .... Ifgarage, ntniher of cars ........ ............................ ,, rf`c• i;',. ...'t`' G. If- business, commercial or mixed occupancy, specify nature-and extent of each type`of"•use....'.:...:•.':.:......... 7. Dimensions of existing structures, if any: Front. � :Zii ...... Rear _.5.:ZS..... Depth ¢Z'75........ I ..1.lleigtht .......��............... IJ►xriher of Stories ... ........ _ ,ZS� Dimensions of sam structure with alter Cons or additions: Front ...... .... Rear ...... Depth .... �5�. Height ..29..._ ...:._ Nudier of Stories .......... .251`. Ile Dimensions of entire new construction: Front .r'J.�?._ ..._.. Rear . ..... ...... Depth ...... Ile ilht ...... ............... Nuriher of Stories ..................... 9. , Size of lot: font. . J!L�Q............ Rear .J P(2(.......... Depth ..?:40............. 10. Date of Purd►ase ......... Name of Former Owner ...� vi........................ 11. Zone or.use district in which premises are situated .............................................................. 12. Does proposed construction violate any zoning law, ordinance or regulation: ........................ 13. Will lot be regraded ..... d......_..... Will excess fill be removed from premises: YES lei. Names of Owner of premises ....._. Aaklress 515 UlI-�TERSEpCoE..VJ�4 .. IjXxe No. Name of Architect -t�',IJA1- �AU ETER-A�,}}l[� Acklress l :'�'L��SC..1.���(l�Y.._.. Plhone No2!ZSfd54laZ�' Name of (contractor _.!� ........ Aoklress ...............................Phone No. ............... 15. Is l.l►is property within 300 feet of a tidal wetla►xl? * YES ...�... N0 .......... IF YES, SOUIII(AD IUM 111ISITLS PEIMI'1 MY BE ME JIR[M. no,r DIAGRAM incate clearly and distinctly all. buildings, whether existing or proposed, aril indicate all set-back dimensions from property lines. Give street and block nniher or description according to deed, and show street names and indicate hA►etl►er interior or corner lot. CSC SiTC h CAK)) SIAIE Ole MM Y( SS (XA1111Y Or .. ...... _ U� Y.1.(�.... :..�-fJ .�.. .............being duly'sworn, deposes and says Lhat he is Lhe applicant Mxne of individual signing contract) above mmied, Ileis Lhe .............(D. , 'e-9....._............_.................... •---............ . ........ (Contractor, agent, corporate officer., etc.) of: said owner or owners, aril is duly authorized to perform or have performed Lhe said work arxi to make aril file this application; that all statements contained in this application are tnte to the best of his koowledge and belief; arxi Lhat Lhe work will be performed in the mrrrner. set forth in the application filed therewith- %U)rn Lo before me this o�o� ...................clay o ..�%k ..19.� ._ Notary Publ i •- c/ � IONISE A.MONTICE '0cz�r .NOTARY PUBLIC,State of New York eJof Applicant) No.30.2752080 Qualified in.Rasssu County Commission Expires Aug.31,19 Edge of TERRY WATERS SUBDIVISION W N , 0) lNATERSEDGE WAY v CM 3W FD. S 66 22' /0"E /00' 400 o' FD A /03.09 ,( CM fV. )� TOP BROKEN Q h , Q) 3 o a� 0 O v 2/.3, a of Goroge /4.0 / STORY WOOD FRAME RESIDENCE 56:25' LOT 4 NIF GATALI w_ WOODEN. 8UL KNEAD, H.W L. THIS AT Q 9 S S f � N 66° 22' /0"/N /00' 4 PECONI C BA Y FM#290/ ?,,SURVEY OF SURVEYED 8 ✓ANUARY, /993 FILED DEC.29,/958 T a SCALE /b = 30' TM;�/000-088-05-60 L O AREA =2/,000 Sf. IN ,,uarantees indicated here on shall run MAP OF TERRY WATERS only to the person for whom the survey SITUATE is prepared, and on:his behalf to the BAYV/EW 'title company, Govermental Agency, , TOWN OF SOUTHOLD I institution, if listed hereon, and SUFFOLK COUNTY,N.Y. - to the cssignees of the lending institution. Gucrcntees are not transferable to additional institutions or subsequent ownTJVRVE�ED FOR ✓OHN W. $ ✓EANNETTE COLLINS GUARANTEED TO: SURVEYED BY: ✓OHN W B ✓EANNETTE COLLINS STANLEY✓. /SAKSEN,✓R. FIRST AMERICAN TITLE INS. CO. PO. BOX 294 TOWN OF SOUTHOL D NEW SUFFOL K,N.Y., 11956 opies of this survey map not bearing (5/6) 734-5835, ' 1 te land Surveyors embossed seal shall of be considered to be a valid true p!y.. AL E L*49,2173 Unauthorized alteration or addition to this IC N survey is a violation of Section 7209 Cf the New York State Eductitiod Law, 93-496 44. KEY PLAN B REINFORCED CONCRETE F. CARPENTRY N I. GENERAL NOTES I ALL CONCRETE WORK SHALL CONFORM TO APPLICABLE RECOMMENDATIONSM. ELECTRICAL 1. PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED. A. ALL WORK SHALL BE GOVERNED BY THE TERMS AND CONDITIONS OF THE OF THE AMERICAN CONCRETE INSTITUTE (ACI). 1. THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL LABOR AND GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. 2, ALL CONCRETE SHALL BE STONE CONCRETE (3/4" COARSE AGGREGATE 2 WINDOWS AND DOORS - ANDERSON (MODEL NUMBERS AS SHOWN ON DRAWINGS) WHITE MATERIALS NECESSARY FOR COMPLETE INSTALLATION OF WORK W/LOW "E" INSULATING GLASS AND INSECT SCREENS. SHOWN ON THE DRAWINGS, B. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, HAVING A MINIMUM STRENGTH OF 3000 PSI AT TWENTY-EIGHT DAYS ORDINANCES. REGULATIONS AND ORDERS OF ANY PUBLIC AUTHORITY BEARING EXCEPT SLABS ON GRADE WHICH SHALL HAVE A MINIMUM STRENGTH OF 3. INTERIOR DOORS - TO MATCH EXISTING, 2. ALL WORK SHALL C IN ACCORDANCE WITH THE REQUIREMENTS OF THE ON THE PERFORMANCE OF THE WORK INDICATED IN THE CONTRACT 4000 PSI AT TWENTY-EIGHT DAYS. NATIONAL ELECTRIC CODE (N.E.C.) AND THE RULES AND REGULATIONS 3. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM 615 4 GYPSUM BOARD. BLOCK: LOT: SECTION: DOCUMENTS. OF THE LOCAL UTILITY COMPANY, FOR GRADE 60, BE CONTINUOUS AND HAVE MINIMUM LAPS OF FORTY a. ALL INTERIOR SURFACES UNLESS OTHERWISE NOTED. C. UNLESS SPECIFICALLY NOTED OTHERWISE, THE CONTRACTOR SHALL PROVIDE DIAMETERS b WALLS AND CEILINGS - 5/8" 3. ALL WIRING SHALL BE MINIMUM 012 AND 014 (AS REQUIRED) AND PAY FOR ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, MACHINERY AND C. TOILET WALLS AND CEILINGS - 5/8" WR, COPPER. NO ALUMINUM WIRE WILL BE PERMITTED. OTHER FACILITIES AND SERVICES NECESSARY FOR THE PROPER EXECUTION 4. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO THE REQUIREMENTS OF rev. date description OF THE WORK. ASTM A185, FLAT SHEETS ONLY. 5, ALL GYPSUM BOARD SHALL BE SCREWED, NOT NAILED. 4. CONVENIENCE DUPLEX RECEPTACLES SHALL BE 15 AMP, 125 VOLT, 2 POLE, 3 WIRE, GROUNDING TYPE AS SHOWN ON DRAWINGS, PROVIDE D. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND 5. CONCRETE IN FOUNDATIONS AND SLABS EXPOSED TO WEATHER AFTER S. 1/2" CEMENTITIOUS BACKER BOARD ALL SURFACES IN SHOWERS. GROUND FAULT RECEPTACLES WHERE REQUIRED BY N.E.C. OMISSIONS OF ALL HIS EMPLOYEES AND ALL SUBCONTRACTORS, THEIR AGENTS AND EMPLOYEES AND ALL OTHER PERSONS PERFORMING ANY OF THE BYYMVOLUME OFPLETION F EN THE RAINEEDPROJEA RCT SAS LPEROASTM C231, PERCENT (+/- 1%) 7 GYPSUM BOARD WALLS SHALL HAVE CORNERS REINFORCED WITH METAL WORK FOR THE CONTRACTOR. BEADS. ALL JOINTS SHALL BE TAPED AND SPACKLED RECEIVING THREE E. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH 6. SLUMP SHALL BE FOUR INCHES AND ALL CONCRETE SHALL BE COATS OF SPACKLING COMPOUND SANDED TO SMOOTH FINISH. THE CONDITIONS THEREON AND TO DETERMINE THE EXTENT OF ALL CONSOLIDATED BY ADEQUATE, VIBRATORS. N. HEATING AND AIR CONDITIONING FACILITIES AND SERVICES REQUIRED TO PERFORM THE WORK IN STRICT 7, KEEP CONCRETE SURFACES NOT COVERED BY FORMS, PROTECTED FROM 8. ALL EXTERIOR WOOD TRIM SHALL BE 5/4"X PINE 1. THE HVAC CONTRACTOR SHALL FURNISH ACCORDANCE WITH THE CONTRACT DOCUMENTS. UNLESS OTHERWISE NOTED. ALL LABOR AND MATERIALS NECESSARY FOR COMPLETE LOSS OF SURFACE MOISTURE FOR NOT LESS THAN SEVEN DAYS. INSTALLATION OF THE HEATING SYSTEM. - F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED ANYWHERE WITHIN THE BOUNDARIES OF THE PROPERTY, AND ANY DAMAGE 8. SLABSN GRADE QUARE SHALL FEET BEHIPPLACED IN SEOT CTIONS AXIMUM EXCEEDING LENGTH.NINE ALL G. INSULATION AND WATERPROOFING ' SHALL BE PROMPTLY REPAIRED TO THE SATISFACTION OF THE ARCHITECT CONCRETE SLABS SHALL HAWE STEEL TROWELLED FINISH UNLESS OTHER- 2. SYSTEM SHALL SERVICE THE ENTIRE HOUSE, EXISTING AND OWNER. WISE NOTED, AND SHALL BE REINFORCED WITH 6 X 6 - 10/10 WWF 1. FURNISH AND INSTALL FIBERGLASS BATT INSULATION WITH SEPARATE AND PROPOSED ADDITION. POLYETHYLENE SHEET VAPOR BARRIER IN G DURING THE COURSE OF THE WORK, THE CONTRACTOR SHALL REGULARLY LOCATED ONE INCH FROM THIE TOP SURFACE. REMOVE ALL UNUSED MATERIAL, RUBBISH AND DEBRIS FROM THE PROPERTY DRAWINGS TO OBTAIN INSULATING VALUES TO MEET OR EXCEED ALL 3. ZONE BEDROOM AREAS SEPARATELY WITH TWO NEW ZONES FROM VALUES INDICATED ON T THE SITE AND PREMISES SHALL BE KEPT REASONABLY CLEAN, NEAT AND 9 NEW FORMS SHALL BE USED FOR ALL FOUNDATION WALLS APPLICABLE LOCAL AND STATE ENERGY CODES. THE FIRST FLOOR LIVING AND BEDROOM ZONES. ORDERLY TO THE SATISFACTION OF THE OWNER. 2. UNDER SLAB VAPOR BARRIER SHALL BE 6.MIL POLYETHYLENE H. ALL SURVEYS, BORINGS AND OTHER STUDIES REQUIRED FOR THE EXECUTION OVERLAP JOINTS 12 LEGEND OF THE WORK SHALL BE PROVIDED BY THE OWNER. C STRUCTURAL STEEL 3. RIGID INSULATION SHALL BE CELOTEX "THERMAX" ISOCYANUARATE - - - - - - VINYL SIDING OVER EXISTING I. THE ARCHITECT SHALL ASSIST THE OWNER IN OBTAINING ALL APPROVALS 1 ALL STRUCTURAL STEEL SHALL BE ASTM A36 AND CONFORM TO THE BOARD (R-6 6/INCH). AND PERMITS AND THE OWNER SHALL PAY ALL FEES TO GOVERNING RECOMMENDATIONS OF THE AMERICAN INSTITUTE OF STEEL 4. AIR INFILTRATION BARRIER SHALL BE "TYVEK" HOUSEWRAP AS --- EXISTING TO BE REMOVED AUTHORITIES HAVING JURISDICTION OVER THE WORK. CONSTRUCTION (RISC) STEEL TUBES SHALL BE ASTM A500 MANUFACTURED BY DUPONT. GRADE 8 NEW PARTITIONS J. DO NOT SCALE DRAWINGS. USE DIMENSIONAL NOTATIONS ONLY. 5 SHOWER FLOOR WATERPROOFING MEMBRANE - CHLORINATED POLYETHYLENE (CPE) 2. ALL CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER COMMON K. ALL DIMENSIONS TO THE EXTERIOR WOOD FRAME WALLS SHALL BE TO THE BOLTS OR WELDS BY A QUALIFIED WELDER USING E-70XX ELECTRODES. OUTSIDE FACE OF STUD (F.0 S.) UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE ACTUAL STUD DIMENSIONS. 3. ANCHOR PIPE COLUMNS TO FCUNDA71ONS WITH TWO 3/4" DIAMETER H. CAULKING -- 1 BOLTS EMBEDDED V-4" MINIMUM INTO CONCRETE. USE STEEL SHIMS L. NOTATIONS ON ANY PLAN, ELEVATION, SECTION OR DETAIL ARE APPLICABLE AND NON-SHRINK GROUT TO ADJUST HEIGHT. (2a( 1. EXTERIOR - GE SILICONE OR DAP LATEX TO ALL PLANS, ELEVATIONS, SECTIONS AND DETAILS. 2. INTERIOR - TREMCO "CAULKING COMPOUND" M "CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS PRIOR TO SUBMITTING BIDS AND SHALL SHALL REPORT TO ARCHITECT ANY CONDITIONS D. MASONRY 3. PROVIDE MECHANICAL VENTILATION FOR BATHROOMS AND KITCHEN IN WHICH WOULD INTERFERE WITH COMPLETION OF THE WORK. 1. CONCRETE MASONRY UNITS (CMU) SHALL BE LOAD BEARING CONFORMANCE WITH ALL APPLICABLE LOCAL AND STATE ENERGY CODES. N. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS FOR REVIEW AND APPROVAL IN COMPLIANCE WITH C90-92 ASTM OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK SUBMITTAL SHALL BE I. ROOFING IN THE FORM OF ONE (1) REPRODUCIBLE SEPIA TRANSPARENCY (POSITIVE SIDE 2. MORTAR SHALL 8E TYPE 5 UP) AND TWO (2) B&W PRINTS OF EACH DRAWING. CUTS SHALL BE SUBMITTED 3 ALL REINFOREMENT SHALL BE HOT-DIPPED GALVANIZED 1. ROOFING FELTS SHALL BE 15 LB. MINIMUM INSTALLED IN ACCORDANCE -. IN FIVE (5) COPIES EACH WITH INSTRUCTIONS OF ROOFING MANUFACTURER. C. PATCH ALL WALLS, FLOORS AND CEILINGS WHERE WALLS ARE REMOVED TO MATCH E TIMBER FRAMING 2 ALL METAL FLASHING SHALL BE 16 OZ. COPPER. PROVIDE t/4 HR. FIRE FINISH, TEXTURE AND COLOR IN ADJACENT AREAS. RATED SEPARATION TO 1. ALL STRUCTURAL GIRDERS, (BEAMS FIND HEADERS SHALL BE STRESS 3. ROOFING SHALL BE ARCHITECTURAL SHADOWLINE 40 YEAR f3 717. P NOTATIONS ON ANY PLAN, SECTION, OR ELEVATION GRADED HEM-FIR NO. 1 HAWING A MINIMUM FIBER BENDING STRESS ASPHALT SHINGLES AS MANUFACTURED BY TIMBERLINE (GAF). PART. ( ) (1) OF ARE APPLICABLE TO ALL OTHER SECTIONS, PLANS, AND ELEVATIONS. 950 PSI. N.Y. STATE BUILDING CODE. 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS 4. GUTTERS AND LEADERS NOT SHOWN FOR CLARITY PROVIDE SEAMLESS ALUMINUM/ W/BAKED ENAMEL FINISH AS DIRECTED BY ARCHITECT. PVM OVER 6"-0' IN LENGTH u. SPECIFICATIONS EMERGEDPENINGSFOR enn & van meter architects, 11 3. PROVIDE SOLID BRIDGING BETWEEN JOISTS AT 6'-0" 0 C. MAXIMUM. J. SIDING EMERGENCY ESCAPE AS OCCUPANCY OR P P A FOUNDATIONS 4 PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL OPENINGS. REQUIRED BY PART 714 OF USE IS UNLAWFUL 1 VINYL SIDING CERTAINTEED "CEDAR IMPRESSIONS" erchltecturc plmNng intermr dee�gn 1. FOOTINGS SHALL BEAR ON ACCEPTABLE UNDISTURBED SOIL WITH A N.Y. STATE BuuDlxc CODE. WITHOUT CERTIFICATE MINIMUM BEARING CAPACITY OF TWO TONS PER SQUARE FOOT (VERIFY 5. UNLESS OTHERWISE NOTED, ALL WINDOW AND DOOR OPENINGS SHALL COLOR AS SELECTED BY OWNER. HAVE (2) - 2X8 HEADERS ABOVE. OF OCCUPANCY , IN FIELD) AND SHALL EXTEND 4'-0" MIN, BELOW FINISHED GRADE. - fi. ALL PLATES IN CONTACT WITH FOUNDATION WALLS TO BE CCA PRESSURE PROVIDE DEVICES THESE DRAWINGS ARE INSTRUMENTS OF 2. EXCAVATE AND BACKFILL IN A MANNER AND SEQUENCE THAT WILL TREATED AND HAVE CONTINUOUS METAL TERMITE SHIELDS. PLATES K. FINISHES STOPA T.721. SER VICE 'AND AS SUCH ARE THE PROPERTY PROVIDE PROPER DRAINAGE AT ALL TIMES SHALL BE BOLTED TO FOUNDATION WALLS WITH 1/2" DIAMETER BOLTS AS TO PART.7$1.1 AP ROVED AS NOSED OF THE ARCHITECT. INFRINGEMENTS OR AT MAXIMUM 6'-0" OC, AND MAXIMUM V-D" FROM EACH END. BOLTS 1. EXTERIOR PAINT SHALL BE PITTSBURGH PAINT, BENJAMIN MOORS OR ar A ALTERATIONS BY OTHERS ARE PROHIBITED. za 3, KEEP EXCAVATIONS FREE FROM WATER AND ICE. DO NOT PLACE FILL MUST BE EMBEDDED A MINIIMUM OF V-4" INTO FOUNDATION WALLS. SHERWIN WILLIAMS, ONE UNDERCOAT AND ONE FINISH COAT - COLORS N.Y.SBUILDINGCDDE. P W. MATERIAL ON MUDDY OR FROZEN SUBGRADE SURFACE. AS SELECTED BY THE OWNER. al W. ti 7. PLYWOOD SHEATHING FEE: Aff ADDITION AND A<_TER ATIONS TO 4. HAND TRIM FOUNDATION EXCAVATIONS TO FINAL GRADE JUST BEFORE a SUB FLOORING SHALL BE 3/4" CDX. 2. INTERIOR PAINT SHALL BE BENJAMIN MOORE, PITTSBURGH PAINT OR NOTIFY BUILDING DEM i SHERWIN WILLIAMS, ONE PRIME COAT, 2 FINISH COATS - COLORS AS 766-18M B AM TD FM F011 THE THE COLLI IV H O LJ S E_ CONCRETE IS PLACED AND COMPACTED WITH A HAND OPERATED PLATE b WALL SHEATHING SHALLL BE 1/ 2" CDX. FOLLOYYNGINBPECIIDTML TYPE COMPACTOR. c ROOF SHEATHING TO BE 5/8" EXTERIOR GRADE CDX PLYWOOD LAYED SELECTED BY OWNER. PROVIDEANTI•SCAlDAND/OR 1 FOUNDATION • 7W0 RBNINEB WITH VERTICAL JOINTS STAGGERED AND SPACER CLIPS IN HORIZONTAL THERMAL SHOCK PREVENTING FOR POUR= 5. FILL MATERIAL TO BE ACCEPTABLE SAND, GRAVEL OR COMBINATION OF JOINTS. 3 INTERIOR WOOD DOORS AND TRIM SHALL BE PAINTED -COLORS AS SELECTED BY THE OWNER. DEVICES AS TO PART.902.6(K) 2 ROU N • PRAWN w 8 BOTH WHICH MAY CONTAIN SMALL AMOUNTS OF STONES OR PEBBLES OVER N.Y. STATE BUILDING CODE. 3. INSULATION ONE INCH IN LARGEST DIMENSION, BUT NONE OVER TWO INCHES, BUT B. PREFABRICATED FLOOR TRUSSES SHALL CONFORM TO THE REQUIREMENTS 4. FLOOR FINISHES SHALL BE AS SHOWN ON DRAWINGS. 4 FINAL - CONSORUCTION MUST DOES NOT CONTAIN CLAY, LOAM, ORGANIC MATERIAL, DEBRIS AND OF FLORTRUS AS MANUFACTURED BY TRUSWALL SYSTEMS CORPORATION BE COMPLETE ION O . FROZEN MATERIAL. ALL CONSTRUCTION /MILL MEET PROVIDE SHOP DRAWINGS AND COMPUTATIONS FDR ALL TRUSSES. SEE PLUMBING THE REQUIREMENTS OF IME M.Y. 6. MOISTURE - CONDITION FILL MATERIAL BY AERATING OR WATERING AND LOAD SCHEDULE FOR AREA LOADS AND SEE PLANS FOR CONCENTRATED ALL PLUMBING WASTE STATE CONSTIIUCTION 1 IINBRBY SOU TH OLD , LONG I SLAN D THOROUGHLY MIXING MATERIAL TO OBTAIN OPTIMUM MOISTURE CONTENT LOADS APPLIED TO TRUSSES. CONFORM TO FLOOR FINISH r B WATER LINES NEED DESIGN ONSRECONSTRUCT"UC �B MANUFACTURERS' RECOMMENDATIONS REGARDING DEFLECTION CRITERIA L. PLUMBING TESTING BEFORE COVERING CONSTRUCTION NOTES PERMITTING PROPER COMPACTION. (L/360 MINIMUM FOR FLOOR JOISTS). 1, ALL PLUMBING FIXTURES SHALL BE AS SELECTED BY OWNER. UNDERWRITERS CERTIFICATE SPECIFICATIONS 7. SPREAD ACCEPTABLE FILL MATERIAL UNIFORMLY IN LAYERS NOT 9, GP LAM BEAMS OR GP WI BEAMS AS MANUFACTURED BY GEORGIA PACIFIC. REQUIRED - GREATER THAN EIGHT INCHES OF LOOSE THICKNESS OVER ENTIRE FILL 2, ALL PLUMBING WORK SHALL CONFORM TO APPLICABLE LOCAL. STATE AND PLUMBER CERTIFICATION drawn by: checked by: AREA. 10 ALL TIMBER CONNECTIONS SHALL BE MADE WITH JOIST HANGERS, FEDERAL CODES. - PROVIDE MINIMUM BEARING AS REQUIRED BY THE MANUFACTURER. ON LEAD CONTENT Scale: date: 12-22-97 8. USE HAND TAMPERS OR VIBRATING COMPACTORS AT FOUNDATION WALLS, FRAMING ANCHORS, OR RAFTER ANCHORS OF MINIMUM 18 GAGE PRIME CERTIFICATE OF OCCUPANCY gl ay RETAINING WALLS OR SIMILAR LOCATIONS DO NOT USE LARGE ROLLING GALVANIZED STEEL AS MANUFACTURED BY TECO OR SIMPSON. 3. NEW WATER PIPING SHALL BE TYPE "L" COPPER, HARD TEMPERED WITH Q Dproject number: 97-109 TER EQUIPMENT ADJACENT TO FOUNDATION AND RETAINING WALLS. DIELECTRIC UNIONS. SOLDERUSTEMCA NO 7 11. ALL PLYWOOD, TRUSSES, AND LUMBER SHALL BEAR VISIBLE GRADE EXCEED SYSTEM 1%1EAD �5'C 9. DO NOT BACKFILL AND COMPACT AGAINST FOUNDATION AND RETAINING STAMPING. EXCEED 2/10 OF 1%LEAD. WALLS UNTIL CONCRETE HAS REACHED DESIGN STRENGTH AND WALLS ARE ��3� xt4T „--`" "f6"`"^"•„ PROPERLY BRACED BY ADJACENT CONSTRUCTION OR TEMPORARY MEANS 12, LEAVE 1/16" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8" , -- ACCEPTABLE AND APPROVED BY THE ARCHITECT. 1 r �.- \ SPACE AT ALL PANEL EDGE JOINTS. If copper tubing la used )` 1'� ✓ �I.i � � "� 10. COMPACT SUBGRADES WITH A VIBRATORY ROLLER. 13 SOLID BLOCKING FROM TOP/GIRDER OR FOUNDATION WALL TO THE ; for water distributing 11. SOIL COMPACTION AND DENSITIES SHALL COMPLY WITH THE UNDERSIDE OF FLOOR AT WOOD COLUMNS. ALL WOOD COLUMNS SHALL System;piping shall be REQUIREMENTS OF ASTMD1557, METHOD C. COMPACT UNDER SLABS, BE 4x6 MINIMUM Of types FOUNDATIONS, AND FOOTINGS AT ONE HUNDRED PERCENT OF MAXIMUM 14, WALL FRAMING SHALL BE 2" BY 4" WOOD STUDS AT V-4" O.C. DENSITY COMPACT BACKFILL AT WALLS, EMBANKMENTS, AND UNDER FOR INTERIOR WALLS AND 2" X 6" WOOD STUDS -� - PAVED AREAS AT NINETY PERCENT OF MAXIMUM DENSITY. ' WALLS AT I -4" O.C. 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ELECTRICAL A ALL WIPI', SHALL BE GOVERNED BY THE TERMS AND CONDITIONS OF THE OF THE AMERICAN CONCRETE INSTITUTE (ACI). GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. 2 WINDOWS AND DOORS - ANDERSON (MODEL NUMBERS AS SHOWN ON DRAWINGS) WHITE 1. THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL LABOR AND 2 ALL CONCRETE SHALL BE STONE CONCRETE (3/4" COARSE AGGREGATE) W/LOW "E" INSULATING GLASS AND INSECT SCREENS MATERIALS NECESSARY FOR COMPLETE INSTALLATION OF WORK B THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, HAVING A MINIMUM STRENGTH OF 3000 PSI AT TWENTY-EIGHT DAYS SHOWN ON THE DRAWINGS ORDINANCES, REGULADINS AND ORDERS OF ANY PUBLIC AUTHORITY BEARING EXCEPT SLABS ON GRADE WHICH SHALL HAVE A MINIMUM STRENGTH OF 3. INTERIOR DOORS - TO MATCH EXISTING ON THE PERFORMANCE OF THE WORK INDICATED IN THE CONTRACT 4000 PSI AT TWENTY-EIGHT DAYS 2 ALL WORK SHALL C IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE (N E C ) AND THE RULES AND REGULATIONS DOCUMENTS 4. GYPSUM BOARD 3 REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM 615 a ALL INTERIOR SURFACES UNLESS OTHERWISE NOTED. OF THE LOCAL UTILITY COMPANY. BLOCK LOT. SECTION: C. UNLESS SPECIFICALLY NOTED OTHERWISE, THE CONTRACTOR SHALL PROVIDE FOR GRADE 60, BE CONTINUOUS AND HAVE MINIMUM LAPS OF FORTY AND PAY FOR ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, MACHINERY AND DIAMETERS b WALLS AND CEILINGS - 5/8". 3 ALL WIRING SHALL HE MINIMUM #12 AND #14 (AS REQUIRED) OTHER FACILITIES AND SERVICE'S NECESSARY FOR THE PROPER EXECUTION C TOILET WALLS AND CEILINGS - 5/8" WR. COPPER NO ALUMINUM WIRE WILL BE PERMITTED. rev date description OF THE WORK . 4 WELDED WIRE FABRIC (WWF) SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185, FLAT SHEETS ONLY. 5. ALL GYPSUM BOARD SHALL BE SCREWED, NOT NAILED. 4. CONVENIENCE DUPLEX RECEPTACLES SHALL BE 15 AMP, 125 VOLT, U THE SIO2 POLE, 3 WIRE, GROUNDING TYPE AS SHOWN ON DRAWINGS. PROVIDE ACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND " OMISSIONS NS OF ALL FITS EMPLO'r EES AND ALL SUBCONTRACTORS, THEIR 5 CONCRETE IN FOUNDATIONS AND SLABS EXPOSED TO WEATHER AFTER 6 1/2CEMENTITIOUS BACKER BOARD ALL SURFACES IN SHOWERS GROUND FAULT RECEPTACLES WHERE REQUIRED BY N EC. AGENIS AND EMPLOYEES AND ALL OTHER PERSONS PERFORMING ANY OF THE COMPLETION OF THE PROJECT SHALL CONTAIN FIVE PERCENT (+/- 1%) WORK FOR THE CONTRACTOR, BY VOLUME OF ENTRAINED AIR AS PER ASTM C231, 7 GYPSUM BOARD WALLS SHALL HAVE CORNERS REINFORCED WITH METAL BEAD5. ALL JOINTS SHALL BE TAPED AND SPACKLED RECEIVING THREE E THE LI NTRACTQR SHALT_ VISIT THE SITE TO FAMILIARIZE HIMSELF WITH 6, SLUMP SHALL BE FOUR INCHES AND ALL CONCRETE SHALL BE COATS OF SPACKLING COMPOUND SANDED TO SMOOTH FINISH THE CONDITIONS THEREON AND TO DETERMINE THE EXTENT OF ALL CONSOLIDATED BY ADEQUATE VIBRATORS N. HEATING AND AIR CONDITIONING FACILITIES AND SERVICES REOUIRED TO PERFORM THE WORK IN STRICT 8 ALL EXTERIOR WOOD TRIM SHALL BE 5/4"X PINE 1 THE HVAC CONTRACTOR SHALL FURNISH AC C ORDANCE, WITH THE CONTRACT DOCUMENTS 7 KEEP CONCRETE SURFACES NOT COVERED BY FORMS, PROTECTED FROM LOSS OF SURFACE MOISTURE FOR NOT LESS THAN SEVEN DAYS. UNLESS OTHERWISE NOTED ALL LABOR AND MATERIALS NECESSARY FOR COMPLETE INSTALLATION OF THE HEATING SYSTEM, F THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED ANYWHERE WITHIN THE BOUNDARIES OF THE PROPERTY, AND ANY DAMAGE 8 SLABS ON GRADE SHALL BE PLACED IN SECTIONS NOT EXCEEDING NINE SHALT_ BE PROMPTLY REPAIRED TO THE SATISFACTION OF THE ARCHITECT HUNDRED SQUARE FEET WITH THIRTY FOOT MAXIMUM SIDE LENGTH. ALL G INSULATION AND WATERPROOFING CONCRETE SLABS SHALL HAVE STEEL TROWELLED FINISH UNLESS OTHER- 2. SYSTEM SHALL SERVICE THE ENTIRE HOUSE, EXISTING AND OWNER, 1 FURNISH AND INSTALL FIBERGLASS BATT INSULATION WITH SEPARATE AND PROPOSED ADDITION, WISE NOTED, AND SHALL REINFORCED WITH 6 X 6 - 10/10 WWF DURING THE COURSE OF THE WORK, THE CONTRACTOR SHALL REGULARLY LOCATED ONE INCH FROM THE TOP SURFACE POLYETHYLENE SHEET VAPOR BARRIER IN R-VALUES INDICATED ON REMOVE ALL UNUSED MATERIAL, RUBBISH AND DEBRIS FROM THE PROPERTY DRAWINGS TO OBTAIN INSULATING VALUES TO MEET OR EXCEED ALL 3 ZONE BEDROOM AREAS SEPARATELY WITH TWO NEW ZONES FROM THE SITE AND PREMISES SHALL BE DEPT REASONABL'r CLEAN, NEAT AND 9 NEW FORMS SHALL BE USED FOR ALL FOUNDATION WALLS, APPLICABLE LOCAL AND STATE ENERGY CODES THE FIRST FLOOR LIVING AND BEDROOM ZONES. ORDEP'LY To THE SATISFACTION OF THE OWNER 2. UNDER SLAB VAPOR BARRIER SHALL BE 6.MIL POLYETHYLENE H ALL ,SURVLY9, BORINGS AND OTHER STUDIES REQUIRED FOR THE EXECUTION OVERLAP JOINTS 12" LEGEND OF THE WOPO-, 'HALL BE PROVIDED BY THE OWNER. C STRUCTURAL STEEL 3, RIGID INSULATION SHALL BE CELOTEX "THERM AX" ISOCYANUARATE VINYL SIDING OVER EXISTING I THE ARCHITECT SHALL ASSIST THE OWNER IN OBTAINING ALL APPROVALS I ALL STRUCTURAL STEEL SHALL BIE ASTM A36 AND CONFORM TO THE BOARD (R-6.6/INCH) AND PERMITS AND THE OWNER SHALL PAY ALL FEES TO GOVERNING RECOMMENDATIONS OF THE AMERICAN INSTITUTE OF STEEL - AUI"HURITIES HAVING JURISDICTION OVEF THE WORK CONSTRUCTION (AISC) STEEL TIUBES SHALL BE ASTM A500 4. AIR INFILTRATION BARRIER SHALL BE "TYVEK" HOUSEWRAP AS EXISTING TO BE REMOVED GRADE B. MANUFACTURED BY DUPONT NEW PARTITIONS J DO NOT SCALE DRAWINGS USE DIMENSIONAL NOTATIONS ONLY 5, SHOWER FLOOR WATERPROOFING MEMBRANE - CHLORINATED POLYETHYLENE (CPE) 2 ALL CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER COMMON I ALL DIMENSIONS TO THE EXTERIOR WOUD FRAME WALLS SHALL BE TO THE BOLTS OR WELDS BY A QUALIFIED WELDER USING E-70XX ELECTRODES. uHISIDE FALE QF STUD (FOS.) UNLESS OTHERWISE NOTED ALL DIMENSIONS ARE ACTUAL STUD DIMENSIONS. 3 ANCHOR PIPE COLUMNS TO FOUNIDATIONS WITH TWO 3/4" DIAMETER H CAULKING BOLTS EMBEDDED V-4" MINIMUMI INTO CONCRETE USE STEEL SHIMS L NOTATIONS ON ANY PLAN, ELEVATION, SECTION OR DETAIL ARE APPLICABLE AND NON-SHRINK GROUT TO ADJUST HEIGHT 96� 1, EXTERIOR - GE SILICONE OR DAP LATEX _ TO ALL PLANS, ELEVATIONS, SECTIONS AND DETAILS 2 INTERIOR - TREMCO "CAULKING COMPOUND" M CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS PRIOR TO SUBMITTING BIDS AND 'SHALL SHALL REPORT TO ARCHITECT ANY CONDITIONS D MASONRY 3 PROVIDE MECHANICAL VENTILATION FOR BATHROOMS AND KITCHEN IN WHICH WOULD INTERFERE WITH COMPLETION OF THE WORK CONCRETE MASONRY UNITS (CMU) SHALL BE LOAD BEARING CONFORMANCE WITH ALL APPLICABLE LOCAL AND STATE ENERGY CODES. I N CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS FOR REVIEW AND APPROVAL IN COMPLIANCE WITH C90-92 ASTM, OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK, SUBMITTAL SHALL BE 1, ROOFING IN THE FORM OF ONE (1) REPRODUCIBLE SEPIA TRANSPARENCY (POSITIVE SIDE 2 MORTAR SHALL BE TYPE S UP) AND TWO (') B&W PRINT OF EACH DRAWING CATS SHALL BE SUBMITTED 3 ALL REINFOREMENT SHALL BE HOT-DIPPED GALVANIZED 1. ROOFING FELTS SHALL BE 15 LB. MINIMUM INSTALLED IN ACCORDANCE IN FIVE (5) COPIES EACH WITH INSTRUCTIONS OF ROOFING MANUFACTURER, 0 PATCH ALL WALLS, FLOORS AND CEILINGS WHERE WALLS ARE REMOVED TO MATCH E TIMBER FRAMING 2. ALL METAL FLASHING SHALL BE 16 OZ. COPPER, FINISH, TEXTURE AND COLOR IN ADJACENT AREAS I. ALL STRUCTURAL GIRDERS, BEAMIS AND HEADERS SHALL BE STRESS 3. ROOFING SHALL BE ARCHITECTURAL SHADOWLINE 40 YEAR P NOTATIONS ON ANY PLAN, SECTION, OR ELEVATION GRADED HEM-FIR No 1 HAVING A MINIMUM FIBER BENDING STRESS ASPHALT SHINGLES AS MANUFACTURED BY TIMBERLINE (GAF). ARE APPLICABLE TO ALL OTHER SECTIONS, PLANS, AND ELEVATIONS, 950 PSI. 2. PROVIDE DOUBLE FLOOR JOISTS (UNDER ALL PARALLEL PARTITIONS 4. GUTTERS AND LEADERS NOT SHOWN FOR CLARITY PROVIDE SEAMLESS ALUMINUM/ OVER 6"-0' IN LENGTH. W/BAKED ENAMEL FINISH AS DIRECTED BY ARCHITECT PVM 11 TE_IFICATIONS 3 PROVIDE SOLID BRIDGING BETWEEN JOISTS AT 6'-0" 0 C. MAXIMUM J. SIDING ]fern & van meter architects, lip A FOUNDATIONS 4 PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL OPENINGS 1 VINYL SIDING CERTAINTEED "CEDAR IMPRESSIONS" arohuecture planning interior dealgn 1 FOOTING'S SHALL BEAR ON ACCEPTABLE UNDISTURBED SOIL WITH A 5 UNLESS OTHERWISE NOTED, ALL WINDOW AND DOOR OPENINGS SHALL COLOR AS SELECTED BY OWNER MINIMUM HEARIN(-, CAPACITY ?OF TWO TONS PER SQUARE FOOT (VERIFY' HAVE 2X8 HEADERS ABOVE IN FIELD) AND SHALL EXTEND 4'-0" MIN. BELOW FINISHED GRADE (-) 6. ALL PLATES IN CONTACT WITH FOUNDATION WALLS TO BE CCA PRESSURE THESE DRAWINGS ARE INSTRUMENTS OF EXCAVATE AND BACKFILL IN A MANNER AND SEQUENCE THAT WILL TREATED AND HAVE CONTINUOUS METAL TERMITE SHIELDS, PLATES K. FINISHES SERVICE AND AS SUCH ARE THE PROPERTY FROVIDE PROPER DRAINAGE AT ALL TIMES SHALL BE BOLTED TO FOUNDATION WALLS WITH 1/2" DIAMETER BOLTS OF THE ARCHITECT. INFRINGEMENTS OR AT MAXIMUM 6'-0" O.C. AND MAXIMUM I'-0" FROM EACH END. BOLTS 1. EXTERIOR PAINT SHALL BE PITTSBURGH PAINT, BENJAMIN MOORE OR ALTERATIONS BY OTHERS ARE PROHIBITED 3 KEEP EXCAVATIONS FREE FROM WATER AND ICF. DO NOT PLACE FILL MUST BE EMBEDDED A MINIMUM OF 1'-4" INTO FOUNDATION WALLS SHERWIN WILLIAMS, ONE UNDERCOAT AND ONE FINISH COAT - COLORS MATERIAL ON MUDUF OR FROZEN SUBGRADE SURFACE. AS SELECTED BY THE OWNER. 4 HAND TRIM FOUNDATION EXCAVATIONS TO FINAL GRADE JUST BEFORE 7 PLYWOOD SHEATHING ADDITION AND ALTERATIONS TO a SUB FLOORING SHALL BE 31/4" CDX 2. INTERIOR PAINT SHALL BE BENJAMIN MOORE, PITTSBURGH PAINT OR CONCRETE IS PLACED AND COMPACTED WITH A HAND OPERATED PLATE 2" SHERWIN WILLIAMS, ONE PRIME COAT, 2 FINISH COATS - COLORS AS E THE COLLI IV CtEl H OIJ � E TYPE COMPACTOR. b WALL SHEATHING SHALL BE 1/ CDX a ROOF SHEATHING TO BE 6/�8" EXTERIOR GRADE CDX PLYWOOD LAYED SELECTED BY OWNER, 5 FILL MATERIAL TO BE ACCEPTABLE SAND, GRAVEL OR COMBINATION OF WITH VERTICAL JOINTS STAIGGERED AND SPACER CLIPS IN HORIZONTAL 3. INTERIOR WOOD DOORS AND TRIM SHALL BE PAINTED -COLORS AS SELECTED B'Y THE OWNER. 01, BOTH WHICH MAi CONTAIN SMALL AMOUNTS OF STONES OR PEBBLES OVER JOINTS ONE INCH IN LARGEST DIMENSION, BUT NONE OVER TWO INCHES, BUT 4. FLOOR FINISHES SHALL BE AS SHOWN ON DRAWINGS DOES NOT CONTAIN CLA'r, LOAM, ORGANIC MATERIAL, DEBRIS AND 8. PREFABRICATED FLOOR TRUSSES SHALL CONFORM TO THE REQUIREMENTS OF FLORTRUS AS MANUFACTURED BY TRUSWALL SYSTEMS CORPORATION. FROZEN MATERIAL PROVIDE SHOP DRAWINGS AND COMPUTATIONS FOR ALL TRUSSES SEE 6 MOISTURE - CONDITION FILL MATERIAL BY AERATING OR WATERING AND LOAD SCHEDULE FOR AREA LOADS AND SEE PLANS FOR CONCENTRATED SOUTH OLD , LONG SLP, N � THOPOUGHLI MIXING MATERIAL TO OBTAIN OPTIMUM MOISTURE CONTENT LOADS APPLIED TO TRUSSES CONFORM TO FLOOR FINISH PERMITTING PROPER COMPACTION. MANUFACTURERS' RECOMMENDATIONS REGARDING DEFLECTION CRITERIA L. PLUMBING CONSTRUCTION CONSTRUCTION NOTES (L/360 MINIMUM FOR FLOOR JOISTS) FEL :' SPECIFICATIONS 7 SPREAD ACCEPTABLE FILL MATERIAL UNIFORMLY IN LAYERS NOT 9. GP LAM BEAMS OR GP WI BEAMS AS MANUFACTURED BY GEORGIA PACIFIC 1. ALL PLUMBING FIXTURES SHALL BE AS SELECTED BY OWNER. NI KILNN � ' GREATER THAN EIGHT INCHES OF LOOSE THICKNESS OVER ENTIRE FILL 78ILLOVA6-1W2 GAM MM AREA 10 ALL TIMBER CONNECTIONS SHAUL BE MADE WITH JOIST HANGERS2. ALL PLUMBING WORK SHALL CONFORM TO APPLICABLE LOCAL, STATE AND 1N O , FEDERAL CODES F0 U RIII MNN� drawn by: Checked by. USE HAND TAMPERS OR VIBRATING COMPACTORS AT FOUNDATION WALLS, PROVIDE MINIMUM BEARING AS REQUIRED BY THE MANUFACTURER FORPOUREDOONCMRO Scale: dote: 12-22-97 FRAMING ANCHORS, OR RAFTER ANCHORS OF MINIMUM 18 GAGE PRIME' 2 ROUGH 9rFRAMINO & ��Ni RETAINING WALLS OR SIMILAR LOCATIONS DO NOT USE LARGE ROLLING GALVANIZED STEEL AS MANUFACTURED 13Y TECO OR SIMPSON 3. NEW WATER PIPING SHALL BE TYPE "L" COPPER, HARD TEMPERED WITH 1 INSULATION project number: 97-109 FINAL :CONS R EQUIPMENT ADJACENT TO FOUNDATION AND RETAINING WALLS DIELECTRIC UNIONS. UCTION MUST - CW ETE 9 DO NOT BACKFILL AND COMPACT AGAINST FOUNDATION AND RETAINING 11. ALL PLYWOOD, TRUSSES, AND HUMBER SHALL BEAR VISIBLE GRADE L Corq PLUCTIOR C.O. ; STAMPINGN.Y. WALLS UNTIL CONCRETE HAS REACHED DESIGN STRENGTH AND WALLS ARE LL CONS`RUCTION SHALL MEETrt, :, HE RE4'Ltlil` o,�FNTS OF THE ;., -S eREo qC PROPERLY BRACED Br ADJACENT CONSTRUCTION OR TEMPORARY MEANS 12 LEAVE 7/16" SPACE AT ALL PLY(WOOD PANEL END JOINTS AND 1/8" TATE ,cao;F,, -'I'rm & ENERGY 0' �- ACCEPTABLE AND APPROVED B ( THE ARCHITECT. =BLE FOR �F��OV'� T"E,p•ccs SPACE AT ALL PANEL EDGE JOINTS. 'ODES. )ESIGN On _ r,UC I ION 10 CbMFACT 9JBGR ADES WITH A VIBRATORY ROLLER. 13 SOLID BLOCKING FROM TOP/GIRDER OR FOUNDATION WALL TO THE I - II '011_ COMPACTION AND DENSITIES SHALL COMPLY WITH THE UNDERSIDE OF FLOOR AT WOOD) COLUMNS ALL WOOD COLUMNS SHALL ' BE 4>.6 MINIMUM (�(5 �) 11 ff22 _ yg REOUIREMENTS OF ASTMD1557, METHOD C COMPACT UNDER SLABS, FOUNDATIONS, AND FOOTINGS AT ONE HUNDRED PERCENT OF MAXIMUM r I DENSITY COMPACT BACKFILL AT WALLS, EMBANKMENTS, AND UNDER 14. 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