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HomeMy WebLinkAbout30117-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31237 Date: 10/24/05 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 870 SOUNDVIEW RD ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 15 Block 3 Lot 27 Subdivision Filed Map No_ Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 25, 2004 pursuant to which Building Permit No. 30117-Z dated FEBRUARY 25, 2004 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JORGE & ELAINE LOBO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 94159C 10/14/05 PLUMBERS CERTIFICATION DATED N/A S c X-114 ////16th9kizec'/Signature Rev. 1/81 ly Form No.6 TOWN OF SOUTHOLD r`,.,_' 2 Q 2WS 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 Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic 'features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. 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 Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. 1 I ®Sf New Construction: ((��' OldorPre-exist�i/ng Building: nn(check one) p Location of Property: Soul�UtFtlr K41 - I , 1S Hob use No.y— Street I Hamlet Owner or Owners of Property Suffolk County Tax Map No 1 �0000, Section OBlock Subdivision GQ. 1VI i- 8 Y3 l/ —OVLQ _Filed Map. Lot: 7i'l Permit No. _ o ) —Z- Date of Permit. ZS 0 0 Applicant: 7rGt_2 t , I'YI.O_ �a Health Dept. Approval: Underwriters Approval: _ Planning Board Approval: Request for: Temporary Certificate Final Certificate: _� (check one) Fee Submitted: $ p is ign tore co � 31a3 � 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. 30117 Z Date FEBRUARY 25, 2004 Permission is hereby granted to : JORGE & ELAINE LOBO 817 JEFFREY COURT WHEATON IL, 60187 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 870 SOUNDVIEW RD ORIENT County Tax Map No. 473889 Section 015 Block 0003 Lot No. 027 pursuant to application dated FEBRUARY 25 , 2004 and approved by the Building Inspector to expire on AUGUST 25, 2005 .---- Fee $ 216 . 60 UAut oyized- Signature ORIGINAL Rev. 5/8/02 WARD ASSOCIATES , P . C . 1 5 0 0 L A K E L A N 0 A V E N U E B O H E M I A , N E W Y 0 R K 1 1 7 1 6 TEL . 63 1 - 5 6 3 - 4 6 0 0 - FAX 63 1 - 5 6 3 - 4 6 0 7 September 21, 2005 Town of Southold Building Department P.O. Box 1179 Southold, New York 11971 Attn: Damon Rallis, Plans Examiner Re: Lobo Residence Addition Orient, N. Y. SCTM 1000-15-34-27 Dear Mr. Rallis: We are writing to confirm that the insulation thicknesses specified for the above captioned addition have been installed in accordance with the approved construction plan requirements and will satisfy the New York State Energy Conservation Construction Code. Please let us know if you require any additional information or if you have any questions. j ERED Are FSG F,��E M fF< /TFC j, ncerely f s - o �nce' . Fe ley, R. ST /553 Cc: Mr. Jorge Lobo qrF oe�. OF NEW LMF:lmf 2 3 2005 !? I e-mail:wardpc@earthlink.net Architects, Landscape Architects, Engineers Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 10/14/2005 375 Dunton Avenue 94159C East Patchogue, New York 11772 (631)286-6642 Issued To: Mr George Lobo Street: 870 Sound View Road Village: Orient Point Zip: 11957 Town: Southold Section: Block: Lot: Contractor: Jemm Electric (L) Lic. # 4565-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool ❑X 1st Floor ❑X Indoor ❑ Basement ❑ Hot Tub X❑ Residential ❑ Det.Garage ❑ Attic ❑ 2nd Floor x❑ Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 30 18 30 3 1/30 2 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1 1/GA 1 GAS 1/20 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 200 / 1 Bldg. Permit: Other Equipment _ Hugo S. Surdi President { Rough Inspection: 12/02/2004 Inspector: - John McMahon III Final Inspection: 10/13/2005 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. 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. 30117 Z Date FEBRUARY 25, 2004 Permission is hereby granted to: JORGE & ELAINE LOBO 817 JEFFREY COURT WHEATON IL, 60187 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR i at premises located at 870 SOUNDVIEW RD ORIENT County Tax Map No. 473889 Section 015 Block 0003 Lot No. 027 pursuant to application dated FEBRUARY 25, 2004 and approved by the Building Inspector to expire on AUGUST 25 , 2005 . Fee $ 216 . 60 (C Auutth6r"ized Signature COPY Rev. 5/8/02 WARD ASSOCIATES, P.C. LANDSCAPE ARCHITECTS, ARCHITECTS, ENGINEERS 1500 Lakeland Avenue E-MAIL: wardpc@earthlink.net Bohemia, New York 11716 631-563-4800 FAx 631-563-4807 Web: www.wardpc.net -P 8M September 1, 2004 Town of Southold Building Department 53095 Main Road Southold,New York 11971 Attn: Damon Rallis, Plans Examiner Re: Lobo Residence Addition �- Orient,N. Y. SCTM 1000-15-30-27 Dear Mr, Rallis: We have enclosed three sets of revisions made to the above captioned project for your files and review. The owner requested these changes in order to reduce the scope and the overall cost of the project after bids were received. The changes involve the elimination of the second floor additions and roof re-structuring as originally proposed,the reduction of the kitchen addition from 10'-6"to Y-0"in depth(the width remains the same). The owner requested that a deck be added to the rear of the residence as shown on the attached drawings. Please let us know if you require any additional information or if you have any questions. cerely, wrence M. Feel , A. LMF:Imf Enc. 1 _ _ TOWN OF SOUTHOLD PROPERTY RECORD CARD Ud—_ VILLAGE DIST. SUB. LOTOWNER J� ! e �CQ(Y�Q L Q ltul3 �IEt1r � / eC ECRM R OWNER N E ACR. r of l'o las 3� � FdF ✓icrc �hYrSfiQyt 5fulf S W TYPE OF BUILDING RES a 10 SEAS VIL, FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS �eY�a ✓ (�3 q - L itl� I X70- j1o5 /3Sd_ Q a L L?3 f ?-O © `V 7 S9 00 X /,-,7 � L^ t2o c, 6500 7710(03 S Lo sz S AGE BUILDING CONDITION NEN NORMAL BELOW ABOVE _ FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Woodland RONTAGE ON WATER Sworbpland FRONTAGE ON ROAD Brushland DEPTH House Plot BULKHEAD Total J DOCK I r I COLOR 4 } 1 TRIM i2 5 5 t 1 I I li A. 81 �4 3Z -F�µoa2 Foundation L' B Bath Dinette xtens+ q X H &+ = 7� �5� Basement �v L Floors ,q tis K. — xtensl +J 5 }� 3S� �Q ( Ext. Wallsoo /M Interior Finish SHCE7 �vch LR' xtension Fire Place �5 Heat r4 E L DR. ;Type Roof q L Rooms Ist Floor BR. up �o+cti r Recreation Room Rooms 2nd Floori FIN, B. Orch C � � 5X15- 7b �5C 32� OfCII ' 0 I � T i S3 2 K y X i� �� �3� Dormer _— - 3reezewoy Driveway atio 'oto4 �.q'v7 X!/ 7zt 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:—az,��z go DATE aS- INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] F UNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE. z�}r7O`6INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] =FOUATION 1ST [ ] ROUGH PLBG. ATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �✓� r-�2 _ c`)' 1�— 'F5) _Ac2 - DATE t L 0 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG- [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR WARD ASSOCIATES, P.C. LETTER OF TRANSMITTAL Landscape Architects, Architects, Engineers 1500 LAKELAND AVENUE Bot1EMIA,NEw YORK 11716 DATE: 2-25-04 JOB NO. 200328.00 TEL(631) 563-4800 - FAX (631)563-4807 ATTN: Plans Examiner TO: Town of Southold RE: PROPOSED ADDITIONS To LOBO RESIDENCE Building Department P.O. Box 1179 Southold, N.Y. 11971 WE ARE SENDING YOU: X Attached O Under Separate Cover VIA THE FOLLOWING ITEMS: X Prints O Specifications O Samples O Change order O Shop Drawings O Original Plans O Copy of Letter O Report O Copies Copies Date No. Description 3 sets 1-15-04 Al-M3 Residence Plans 3 1-15-04 Sec. Slit. Specification sheet 1 Building Department Application 1 Check made ouit to`Town of Southold" THESE ARE TRANSMITTED AS CHECKED BELOW: O For approval O No exceptions taken O Resubmit copies for approval X For your use O Exceptions noted O Submit copies for distribution O As requested O Returned for Corrections O Retum corrected prints O For review and comment X For Permit 0 FORBIDS DUE 20 0 PRINTS RETURNED AFTER LOAN TO US REMARKS: COPY TO: TRANSMITTED BY: LAWRENCE M. FEELEY FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) --�- H at ------------------------------------- FOUNDATION(2ND) ROUGH FRAMING& y PLUMBING - 7- INSULATION INSULATION PER N.Y. STATE ENERGY CODE r FINAL ADDITIONAL COMMENTS PA q �O�0 m m rn a � o lr 'z x d b a BOARD OF HEALTH . . . . . . . . . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . .. TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: CALL .. . . . . . . . . . . . . . . . . Examined.................. 19.... MAIL TO: . . . . . . . . . . . . . . . . . . . . Approved.................. 19.... Permit No. ................ .................................... Disapproved a/c .....................I............ ................................... ...................................................... . ................................ (Building Inspector) APPLICATION FOR BUILDING PERMIT 'Cd 2 5 M Date.FFr� t"r.13 9% INSTRUCTIONS ad 'onus application mist be c etely filled in by typewriter or in ink and submitted to the Building Inspector tri 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 mist be drawn on the diagram Which is part of this application. - c. '11w cork covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will 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 chatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLI=ON IS HEREBY MALL to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable 1ana, ordinances, building code, housing code, and regt�r , and to 't authorized inspectors on 'sea and in building for necessary inspections. EL,alt.le. Lobo .?1 ...... ........a.............. (Signature of..a.pp..licant. , or name, if a corporation) (Mailing address of applicant) State whether applicant is miner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builders ..............................O\V1.I ..Ft ............................... Name of owner of premises .....;+C.;�ro�':. � 'l N Lc. o ........................................................................... (as an the tax xoll or latest deed) If applicant is a corporation, signature of duly authorized officer. ......................................................... (Nae and title of corporate officer). Builders License No. ......................... Plumbers License No. ......................... Electricians License No. ..................... Other Trade's License No. .................... I. Location of land on Whirls proposed work will be done.............................................................. 87,0 s0UKJP v!�..e°VSWUe...................oma eQ 7 ...a..a Y.....!l`�a .7...... House Number Street Hamlet County Tax Map No. 1000 Section ......... Block ..... .... C 7 ....... ... Int ...�.'.'. ......... Subdivision 014,1P.�};J7. .::i:^'..`t�. ..... Filed Map No. `✓`!e4TVe.`.1..L Lot ............... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .......aU Fr?.r �.tf' C7U71ai1I�I( ............................ b. Intended use and occupancy ........ .�.' ,� ��': ... .W e (3.......... ......... ............ Nature of work (check wlddr applicable): New Building .......... Addition ...X... .. Alteration Repair ............ R®mwal ............. Demolition ............ other Work ... ......... ..... . . r�-rr .^-�� (Descri pt ion,) Estimated Cost .' Ql:r:4:`::........... fee ... ... .,. . . . , (to be paid on filing this application) If dwelling, rusher of dwelling units ./...I....... timber of dwelling units on each floor . . . . . . If garage, number of care �. //'A,,,e�iS-r ............ . ................ If business, commercial or mixed occupancy, specify nature and extent of each type of use.... .�!'�'�.. .. Dimensions of existing structures, if any: Front..h:CU....... Rear .Amt%9 1.... Depth w Height .........Q12.............. timber of Stories .......�.......... /� r� Dimensions of same structure with alterations or additions: Front ....:4:!f: pear �'r2'� ......... . . . . . Depth ...... .ii+...... Height .....�.SP .......... Humber of Stories ..... ......... 1. Dimensions of entire new construction: Front ................ Rear ............... Depth .... .. . . . . .. . Height ......................... tuber of Stories ..................... 1. Size of lot: Front �. :X�� 1..p.,... Rear ... ��:I(p 1....... Depth �,a..SP!['.r�C 10. Date of Purchase l .$ ? .19=? '?. Ham of Former Owner .rr? Z.�..I.G?!-R.kY�.. ... .... . . .... . II. Zone or use district in 16hich premises are situated ....!;�: Q............................. ... . .. . 12. Does proposed construction violate any zoning law, ordinance or regulation: ........................ 13. Will lot be regraded ....N rn............ Will excess fill be ranvved from premises: YES ES H0 8�7 J Et�MitS GY 14. Names of owner of premises �� ?� �� N� 4 Address :W.MIFAt*,1 .}�....00, 957.. Phone tto.�73151'4..�?J22 . ................. ,)ere of Architectrp ... Address 15at� to O I .IbQN.BY.t.I ....pA.1,T.1•P.1/Gs. Aurone tlaaoe of Contractor ................................... Address ...............................Phone No. .... ..... ... . . 15. Is tris property within 300 feet of a tidal wetland? * YES ...... .... to ..I?<...... *IF YES, qwn D TOM T[M-11E9 PMMIT MAY BE REgiTIld4). PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street said block number or description according to deed, and show street nares arxl indicate +)ether interior or corner lot. 5OUNDVIEW ROAD R.�5516' PROFGGEO $I �� DIiICN PORCH VESTIp11E GDQ _ J ' FTxoFmEo a DEcavD 1 !k ROGR ADDmoN 1- . 3 3 �� PROPOSED (u GIpBT cop w ROOR "i ADDITION N 2 6 Oi]6 c Z _ 5 EY 30'®0"W 13.16' R SITE AREA, 13J%b7 5F. WTLDIN AREA: ]165sp.(EXIST) 61A OF,MEW ADDITIONS) ISO OF IDECKS) TOTAL: 3231 SF. FAR. 2A FAR N STALE Or N--.W YOl>it, 2 n"EAQDU R'T A117 / SS 114" 3M3\333 o NOTE.PFQO'tATION FOR 115 0RA WA5 -' TAKEN RW.TI A WRVEY DATED 3-13-W By JOHN P.FERRANTELLO.P.C. J ✓�C E d LL/i n G- C U/3: beim (July sworn deposes aril . ...... ............... P, Y Lp says that he is the applicane (Name of individual signing contract) above named, Ne-is the �.. (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have perforned the said work aril to make and file this application; that all statements contained in this application are true to the beat of his knowledge and belief; aril that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ....... ............day of .7cE!>2 irri...ty.. F n Notary "lie NauryhtbUa,dtsbalwowlbd¢ (J1 re of Applicant) No.4973648 Qualified In Suffolk County Commission Expires October 22,140 zit, BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: �q /d5_104 APPLICANT: Joan LoNn DATE SUBMITTED: cP /a5/04 SCTM# DISTRICT: 1,000, SECTION: 15 BLOCK: 3 , LOT: .?-_4 SUBDIVISION: cgkc._r R�t �q ADDRESS: ,,nbuieu,.) qw, CITY: tpj2jQ ):T ZONING DISTRICT: 24p CONFORMING? kl-. BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BPS_-Z/ C/0 Z- LOD C , INFO &* -- s-r_`/D l BP,=P 1.pqq -Z/C/o Z-a 3 any, INFOon�( Stbr Add BP -Z/ C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED�_NOTES: LOTS 401000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: _ ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT S-5- PROP. FRONT /REQ SIDE (0ACT. SIDE REQ. REAR 3 � PROP. REAR �/ REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COS NGINEER: WATER FRONT? IVO D SCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH T: YES or� (BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y o NEW YORK STATE DEC: PRE-DEC 9/1/75 YES DTE: _/ / PERMIT#: SOUTHOLD TOWN TRUSTEES: YES o DTE: / / PERMIT #: TOWN ZONING BOARD APPROVAL: YES o DTE: PERMIT#: TOWN PI/AN. BOARD APPROVAL: YES o DTE_ / /_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o O NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2 • YE 6 NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE / 6O 1. ( O 72 SF)- ( Y15-0 SF)=,�0VSF X $ •3�_$ b� +s 'SD +$ _ $ co 1�.'60 2. ( —SF)- ( SF)= SF X $ _$ +$ +$ _ $ 3. ( SF)- ( SF)= SF X $ _$ +$ +$ = $ FINAL TOTAL: $ NEW YORK STAVE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPH ICDESIGN CRITERIA: / / Ground Snow Load: 45 � Wild Speed: 120MPH ✓ Seismic esign Category: B ✓ Weathering: Severe F` rost Dep �the 36"V Te ite: P Decay: S- ✓ Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: A USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGIN 7E (V\ FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALTUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLR JOISTS: Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND ZGRADV /N DESIGN LOAD CALCIONS: Y/N LIVE: Y/N DEO: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW ANIS DOOR SCHEDULE: MISSLP,T-EST REQ �IREMENTS: Y/N l EGRESS 5.7 S.F.: LIGHT 8%: Y* %: Y VENT 4%: /N NAILING/CONSTRUCTION SCHEDULE:&)N MEANS OF EGRESS(_VN PLUMBING RISER DIAGRAM LOCATION OF FIRE PROTE ION EQUIPMENT: Y/N TRUSS DESIGN: Y CERTIFICATION: Y/N ENERGY CALCSON TOTAL COMPLIENCI!9. /N (RETURN TO PAGE ONE) Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lb Data filename:C:\Program Files\Check\REScheck\LOBO.rek TITLE:LOBO RESIDENCE ADDITION COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE:Non-Electric DATE:01/28/04 DATE OF PLANS: 1-27-04 COMPANY INFORMATION: WARD ASSOCIATES,P.C. 1500 Lakeland Avenue Bohemia,N.Y. 11716 COMPLIANCE:Passes Maximum UA=222 Your Home UA= 174 21.6%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 316 38.0 0.0 8 Skylight 1:Wood Frame:Double Pane with Low-E 36 0.440 16 Ceiling 2:Cathedral Ceiling(no attic) 605 30.0 0.0 21 Wall 1:Wood Frame, 16"o.c. 1384 19.0 0.0 76 Window 1:Wood Frame:Double Pane with Low-E 70 0.340 24 Window 2:Wood Frame:Double Pane with Low-E 19 0.330 6 Door 1:Glass 33 0.310 10 Floor 1: All-Wood JoistfTmss:Over Unconditioned Space 384 30.0 0.0 13 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has _ signed this page,they are attesting that to the best of his/her knowledge,belief, and professional judgment,such pl G ERE° �F ,\ specifications are in compliance with this Code. Builder/Designer i Date r `tr 15589 OF NON y REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lb DATE: 01/28/04 TITLE;LOBO RESIDENCE ADDITION Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: [ ] I 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: I ' Above-Grade Walls: [ ] I 1. Wail 1: Wood Frame, I6"o.c.,R-19.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor. 0.340 For windows without labeled U-factors, describe features: I #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] I 2. Window 2: Wood Frame:Dcuble Pane with Low-E,U-factor:0.330 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break?[ ]Yes( ]No Comments: I Skylights: [ ] I 1. Skylight 1:Wood Frame:Double Pane with Low-E,U-factor: 0.440 For skylights without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ] 1. Door 1: Glass, U-factor. 0.310 Comments: I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: I Air Leakage: [ ] I Joints,penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated, the facture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ j I Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ] i Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. i Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ) I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds,gaskets,mastics I (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ j I Each dwelling unit has at least one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code ofNew York State , the Resldennal Code ofNew York State or the New York City Building Code ,as applicable. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ l I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: ( ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% I of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table I: Minimum Insulation Thickness for Circulating Hot Water pipe& Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up t0 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: minimum Insulation Thickness for HVAC pipe& Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES checkSoftware Version 3.6 Release 1 Data filename: C:\Program Files\Check\REScheck\LOBO.rck PROJECT TITLE:Addition to the Lobo Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO: 0.12 DATE:09/03/04 DATE OF PLANS: 6-14-04 DESIGNER/CONTRACTOR: Ward Associates,P.C. 1500 Lakeland Avenue Bohemia,N.Y. 11716 COMPLIANCE:Passes Maximum UA= 110 Your Home UA=90 18.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door PsiimeSci R-Value B1alue 1LFactQS .L Ceiling 1:Flat Ceiling or Scissor Truss 94 30.0 0.0 3 Ceiling 2: Cathedral Ceiling(no attic) 460 38.0 0.0 12 Skylight 1: Wood Frame:Double Pane with Low-E 18 0.440 8 Wall l:Wood Frame, 16'o.c. 640 19.0 0.0 34 Window 1:Wood Frame:Double Pane with Low-E 38 0.340 13 Door 1: Glass 39 0.310 12 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 230 30.0 0.0 8 • COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems h designed to meet the New York State Energy Conservation Construction Code requirements. When a A n�NiT Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge die M. 6, professional judgment,such plans or specifications are in compliance with this Code. Q� Builder/Designer LW « f4 • 1 e ✓` ..YG. Date9 S, 3558a TF OF NF N ��� REScheck Inspection Checklist New York State Energy Conservation Construction Code RES checkSoftware Version 3.6 Release 1 DATE: 09/03/04 PROJECT TITLE:Addition to the Lobo Residence Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: Skylights: [ ] 1. Skylight 1:Wood Frame:Double Pane with Low-E,U-factor: 0.440 For skylights without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Glass,U-factor: 0.310 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. i Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R- [ ] Retum ducts in unconditioned spaces(except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code ,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depietable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation ulation Thiclme in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Tc=rature(Fl Uv to 1" Un to 1.25" 1.5"to 2.0" Over 2„ 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thiclmess in Inches by Pine Sizes Pining System T=cs Ranee(Fl 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4„ Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1,5 NOTES TO FIELD (Building Department Use Only) PROPOSED ADDITIONS to the LOBO RESIDENCE PLUMBING ELECTRICAL GENERAL CONSTRUCTION 1. GENERAL - FURNISH ALL LABOR, MATERIALS EQUIPMENT, PLANS, TOOLS, AND SERVICES NECESSARY AND REQUIRED 1. GENERAL - FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANS, TOOLS, AND SERVICES NECESSARY AND REQUIRED 1 . GENERAL FOR PROPER AND COMPLETE INSTALLATION F THE PLUMBING SYSTEMS AND RELATED WORK TO INCLUDE BUT NOT FOR PROPER AND COMPLETE INSTALLATION OF ALL ELECTRICAL SYSTEMS AND RELATED WORK TO INCLUDE, BUT NOT PROJECT INCLUDES THE REMOVAL / PARTIAL DEMOLITION AND CONSTRUCTION OF ADDITIONS TO AN EXISTING BE LIMITED TO, WATER SUPPLY AND DISTRIBUTION PIPING, DRAINAGE PIPING, PLUMBING FIXTURES, VALVES, TRAPS, BE LIMITED TO: INSTALLATIONS OF NEW WIRING, CIRCUITS, LIGHTING, EQUIPMENT CONNECTIONS, DISTRIBUTION AND RESIDENCE INCLUDING BUT NOT LIMITED TO EXCAVATION, FOUNDATIONS, UTILITIES, FRAMING, INSULATION, WINDOWS WASTE AND VENT PIPING, INCLUDING ALL THEIR RESPECTIVE CONNECTIONS, DEVICES, APPURTENANCES WITHIN THE PROTECTION EQUIPMENT, APPLIANCE CONNECTIONS, AND CONNECTION OF ALL DEVICES WITHIN THE SCOPE OF WORK AS AND DOORS, FINISHES, SIDING, ROOFING, PLUMBING, HVAC AND ELECTRICAL SYSTEMS, LANDSCAPING AND PAVEMENTS BUILDING LINES OF THE PREMISES. PLUMBING FIXTURES TO INCLUDE, BUT NOT BE LIMITED TO: SINKS, HOSE SHOWN ON THE APPLICABLE DRAWINGS AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT. CONTRACTOR SHALL OBTAIN ALL PERMITS, UL CERTIFICATES AND FINAL C.O. SIRES AND WASHING MACHINE, DISHWASHER CONNECTIONS. 2. CODES: ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE AND THE NATIONAL 2. CONCRETE - 3500 PSI AT 28 DAYS ASTM 94 READY-MIXED CONCRETE, 2. CODES - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CODE(S) HAVING JURISTICTION ELECTRIC CODE (NEC), LATEST EDITION. 3. STEEL BAR REINFORCING - ASTM 615 WELDED WIRE FABRIC - ASTM A-185. 3. PIPING - COLD/HOT WATER AND PIPING FOR AIR HANDLERS - TYPE L COPPER TUBING (ANSI H231) WITH SOLDER 3. SERVICE ENTRANCE & EQUIPMENT - EXISTING. ADD CIRCUITS TO EXISTING PANEL FOR MENT, 4. STRUCTURAL STEEL - (LINTELS, PLATE, GIRDERS, ETC.) IL HI ASTM A-572 GRADE PRIME PAINTED. TYPE FITTINGS AND JOINTS MADE WITH 95/5 SOFT METAL SOLDER BELOW GROUND PIPING TO BE TYPE K COPPER 4. CIRCUIT BREAKERS - SINGLE POLE 15 AND 20 AMPERE CIRCUIT BREAKERS SHALL BE AS "SWITCHING 5. VAPOR BARRIER - ASTM E-96 POLYETHYLENE FILM 6 MIL THICK WITH TAPED SEAMS. TUBING. RISERS AND MAINS TO BE 3/4 INCH, ALL BRANCH LINES TO FIXTURES TO BE 1/2 INCH. PROVIDE SHUT BREAKERS" AT 120 V A.C. AND CARRY THE SWD MARKINGS. CIRCUIT BREAKERS SHALL LISTED. SINGLE POLE 6. LUMBER OFF AND DRAIN VALVE IN THE CRAWL SPACE FOR EACH RISER AND PROVIDE VALVE TAG IDENTIFICATION. A. DOUGLAS FIR NO. 1 GRADE WITH BASE PIP = 1000 PSI AND E = 1,700,000, 199 M.C. max. BREAKERS WITH HANDLE TIES NOT ACCEPTABLE. ALL CIRCUIT BREAKERS SHALL BE MARKED AND A PANEL SCHEDULE B. PLYWOOD 4. DRAINAGE PIPING - BELOW GROUND SANITARY PIPING SHALL BE CAST IRON SOIL PIPE (ASTM-A-14), SERVICE WEIGHT. PROVIDED AT THE PANEL WITH A COPY TO THE OWNER. 1 SUBFLOOR - 3/4" TH., C-D INTERIOR APA WITH EXTERIOR GLUE. (PL-PREMIUM GLUE DOWN WITH NAILING) PROVIDE CONNECTION TO THE EXISTING SANITARY SYSTEM. 5. TELEPHONE OUTLETS - PROVIDE TWO SEPARATE TELEPHONE LINES. 2 WALL SHEATHING - 5/8 EXTERIOR GRADE APA, FIR PLYWOOD 5. SANITARY VENT PIPING - PVC PIPE AND FITTINGS OR AS REQUIRED BY LOCAL CODE. 6. CABLE & WIRING 3 ROOF SHEATHING - 24/0, 3/4 TH:, C-D EXTERIOR APA, FIR PLYWOOD. 6. FLASHING - FLASHING MATERIALS TO BE 16 OZi COPPER MIN. A. BRANCH CIRCUITS (INTERIOR) - TYPE NM OR NMC 4 CARPET & TILE SUBFLOORS - 3/4 TH. C-D EXTERIOR APA. (PL-PREMIUM GLUE DOWN WITH NAILING) WITH 7, HOSE BIB - HOSE BIBBS TO BE NON-FREEZE TYPE WITH INTERIOR SHUT-OFF VALVE, B SERVICE ENTRANCE (DIRECT BURIAL) - TYPE USE UNDERLAYMENT - 1/4" AC PLYWOOD (FIR). 8. PLUMBING FIXTURES - CONTRACTOR TO PROVIDE ALL ROUGHING, VALVES, FITTINGS, ETC. FOR COMPLETE JOB. ALL C. FEEDERS - TYPE NNM, NMC, OR SEC C. CONNECTORS - SIMPSON STRONG-TIE OR EQUAL, ALL TO BE HOT DIP HEAVY GALVANIZED. FIXTURES SHALL BE KOHLER IN COLOR AS SELECTED BY THE OWNER. ALL FITTINGS SHALL BE NICKEL FINISH. D. UNDERGROUND DISTRIBUTION (DIRECT BURIAL) - TYPE OF - (NIC) D. SILLS, DECK FRAMING AND POSTS - SOUTHERN YELLOW PINE #2 OR BETTER, ACO TREATED ( 40 PCF) - KITCHEN SINK SHALL BE E. CONDUCTORS TO BE COPPER KDAT. F INSULATION (600 VOLT) #10 AWG AND SMALLER - THWN/THHN, #8 AWG AND LARGER - THIN, THWN, E. SOFFITS: 3/8" EXT. GRADE A-C PLYWOOD APA. PRE-STAIN ALL SURFACES WITH SOLID STAIN TO MATCH SIDING. 9. VALVES - VALVES TO BE BRASS/BRONZE BODY,',- 125 PSIG. ALL VERTICAL SUPPLY RISERS AND BRANCH LINES G. XHHW (PVC FOR NM OR OF CABLES). 7. ROOFING - GAF TIMBERLINE ULTRA WITH TIMBERTEX RIDGE MATERIAL, ICE AND WATER-SHIELD AT VALLEYS/EAVES. SHALL BE PROVIDED WITH DRAIN TEES AND SHUTOFF VALVES AT CRAWL SPACES. NEUTRAL WIRE SHALL HAVE A WHITE OUTER COVERING THROUGHOUT SYSTEM. EQUIPMENT GROUND WIRE SHALL 8. LEADERS & GUTTERS - 6" COMMERCIAL ALUMINUM GUTTERS AND LEADERS, COLOR SHALL BE AS SELECTED. PROVIDE 10. CLEANOUTS - CLEANOUTS TO BE FULL SIZE OF PIPE WITH THREADED BRASS SCREW PLUGS. HAVE A GREEN OUTER COVERING THROUGHOUT SYSTEM. MARK CABLES OR WIRE WITHOUT COLOR CODED JACKETS CONTINUOUS LEAF GUARDS AND ROOF HANGERS AT 30" MAXIMUM. 11. PLATES - PLATES FOR FINISHED SPACES TO BE CHROME PLATED SPLIT BRASS, WITH NON-FADING COLOR CODED TAPE AT TERMINATIONS AND OTHER ACCESSIBLE LOCATIONS 9. SHEET METAL FLASHINGS & ROOFING - SHALL BE 16 OUNCE COPPER AT ALL ROOF PENETRATIONS AND WALL/ROOF 12. PIPE INSULATION - PIPE INSULATION TO BE CELLULAR FOAM OF THICKNESS REQUIRED BY THE NEW YORK STATE ENERGY 7. RACEWAY - RACEWAY TO BE RIGID METAL CONDUIT OR SCHEDULE 40 PVC (WHERE PERMITTED BY CODE) INTERSECTIONS, AND ROOFING. CONSERVATION CONSTRUCTION CODE; PROVIDE ON ALL INTERIOR COLD AND HOT WATER AND AIR HANDLER PIPING. 8. OUTLET BOXES - OUTLET BOXES IN DRY CONCEALED LOCATIONS FOR WOOD FRAME CONSTRUCTION TO BE PVC WALL 10, TERMITE SHIELDS - SHALL BE .019" ALUM. WITH SEALANT JOINTS AT LAPS AND BOLT PENETRATIONS. 13. CIRCULATORS - CIRCULATOR, ONE FOR EACH HEATING ZONE, ONE FOR THE WATER HEATER, AND ONE FOR RADIANT BOXES AND NORYL CEILING BOXES. IN EXPOSED LOCATIONS USE 4" SQUARE CAST ALUMINUM BOXES AND FINISHED (POLYETHYLENE) UNDER AGO SILL PLATES. HEAT ZONE TO BE B & G, SERIES 10, SIZED FOR APPROPRIATE GPM WITH SETTLEABLE FLOW CHECK. PIPE SIZE 1 WEATHERPROOF COVERS. 11. PROVIDE SILL SEALER 12. FASCIA & WOOD TRIM CLEAR CEDAR, ND x 8 FASCIAS, 1 x 3 TRIM, 5/4 x 4 CASING, 5/4 x 8 FRIEZE AND OTHER INCH. SEALS TO BE SUITABLE FOR GLYCOL SOLUTION. CONNECT PIPING To AIR HANDLER AND BOILER. 9 SWITCHES - SWITCHES, PRESSURE-SENSITIVE TYPE, 15 AMP, 120/277 VOLT, BACK AND SIDE WIRED SINGLE POLE, TRIM AS SHOWN. ON THE ELEVATIONS. SACKPRIME AND PRE-STAIN ALL EXTERIOR WOOD. 14. MANUALS - CONTRACTOR TO PROVIDE ALL PRODUCT LITERATURE, WARRANTIES, AND INSTRUCTION TO OWNER. DOUBLE POLE, THREE-WAY AND DIMMER TYPE AS REQUIRED. DECORA TYPE, 13. SIDING - "CEDAR IMPRESSIONS" IN COLOR SELECTED BY OWNER (BASE BID). CLEAR CEDAR SHINGLES (ALTERNATE BID) 15. CLEANUP - CONTRACTOR TO CLEAN UP AND DISPOSE OF DAILY, ALL HIS TRADE RELATED DEBRIS AND WASTE 10. EQUIPMENT WIRING - PROVIDE AND INSTALL ALL LINE VOLTAGE WIRING FOR EQUIPMENT BY OTHER TRADES. - "R&R". PRE-STAINED WITH SOLID STAIN.(CABOT'S, BENJAMIN MOORE, OLYMPIC)- INSTALL SIDING OVER TYVEK MATERIALS 11. DUPLEX RECEPTACLES - PROVIDE 15 AMP 125 VOLT BACK AND SIDE WIRED DUPLEX RECEPTACLES ON ALL MULTI-RECEPTACLE 15 AND 20 AMPERE CIRCUITS. PROVIDE 200 AMP 125 VOLT BACK AND SIDE WIRED DUPLEX HOUSEWRAP WITH TAPED SEAMS. RECEPTACLE ON ALL SINGLE RECEPTACLE 20 AMPERE CIRCUITS. GROUND FAULT CIRCUIT INTERRUPTING - 20 AMP 125 14. WALL BASE - 1" x 6" HEIGHT CLEAR PINE WITH OGEE TOP EDGE AND SHOE. VOLT WITH INDICATOR. REPLACE ALL EXISTING OUTLETS AND PLATES, ALL DECORA TYPE, 15. WOOD STAIR BALUSTRADE - MORGAN "EASTERN POINT° MODEL 857, NEWEL POSTS / CAP, WOOD 12, PLATES - PROVIDE PLATES FOR ALL OUTLET BOXES (RECEPTACLES, SWITCH, TELEPHONE, BLANK OR COMBINATION). 16. INSULATION - FIBERGLASS & RIGID INSULATION. BATTS WITH VAPOR BARRIER BY OWENS-CORNING. GAURDRAND BALUSTRADES. ALL OAK. SMOOTH PLASTIC UREA (WHITE COLOR) UNLESS INDICATED OTHERWISE. MULTI-GANG SWITCHES, RECEPTACLES, ETC. O THICKNESS AS FOLLOWS: SHALL BE IN A COMMON, ONE-PIECE PLATE. DECORA TYPE. A. 1 R-38 - BETWEEN RAFTERS (VENT SPACE ABOVE) 12" ABOVE ATTIC CEILING (FLAT AREAS) 13. BATHROOM VENT UNIT - BEGAN SENSAIRE MODEL NO. MHS120L, 120 CFM, MOTION AND HUMIDITY SENSING UNITS. B. 6" R-19 - EXTERIOR WALLS (16" WIDTH) (PROVIDE COMPLETE WITH LIGHTING, BATTERIES, DUCT KITS AND SOFFIT/WALL VENTS, COLOR TO MATCH ROOFING, C. 4" R-11 - BETWEEN ADJACENT ROOMS - HORIZONTAL AND VERTICAL, UNFACED. 14 (LIGHTING FIXTURES - LIGHTING FIXTURES TO BE HALO (HIGH HATS) OTHER FIXTURES AS SELECTED BY OWNER. PROVIDE D 6" R-19 - FIRST FLOOR CEILINGSi7 E. 8" R-30 - BETWEEN BASEMENT AND FIRST FLOOR. R-30C IN CATHEDRAL CEILINGS. HVAC ALLOWANCE OF $2000 FOR LIGHTING FIXTURES. HI-HATS ARE TO BE INCLUDED IN BASE BID. F. 2" (R-10) - EXTRUDED POLYSTYRENE RIGID INSULATION, R-10 MIN, MASTIC APPLICATION. 15. SECURITY , CARBON MONOXIDE & FIRE PROTECTION SYSTEM. 17, DOORS AND WINDOWS 1. GENERAL - FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANS, TOOLS AND SERVICES NECESSARY AND REQUIRED A. FIRE AND SMOKE DETECTORS SHALL BE PROVIDED IN EACH HABITABLE SPACE AND ON ALL LEVELS. A. INTERIOR DOORS, SOLID FIR, 4 PANEL DOORS. STAIN/POLYURETHANE FINISH AS SELECTED. FOR PROPER AND COMPLETE INSTALLATION. OF ALL VENTILATING, AND AIR CONDITIONING SYSTEM AND RELATED WORK. DEVICES SHALL BE DIRECT CONNECT WITH LIGHTS AND BATTERY BACK-UP, B. WINDOWS AND GLASS DOORS - ANDERSEN CO., PERMA-SHIELD HIGH PERFORMANCE, COLOR AS SELECTED. ALL WITH HVAC SYSTEMS WILL INCLUDE, BUT NOT BE LIMITED TO, AIR HANDLING, VENTING, DUCTWORK, BASEBOARD AND B. PROVIDE CARBON MONOXIDE DETECTION/ALARM SYSTEM AS PART OF TOTAL SYSTEM. KICKSPAGE HEATING UNITS AND ALL SYSTEM RELATED PIPING, VALVING, CONTROLS AND WIRING, ELECTRICAL SCREENS TO MATCH. PROVIDE EXTENSION JAMBS. MARINE GRADE WHITE EGRESS HARDWARE. COORDINATION WITH ELECTRICAL CONTRACTOR FOR LINE VOLTAGE WIRING, AND ALL NECESSARY DEVICES FOR 16. ELECTRICAL EQUIPMENT - ALL NECESSARY WIRING, SWITCHES, MOTORS, AND OTHER ELECTRICAL EQUIPMENT REQUIRED BY C. DOOR FRAMES - TO BE MADE UP FROM 5/4" PINE WITH INTEGRAL STOP AND BUILT- UP WOOD INTERIOR TRIM COMPLETE FULLY OPERATING SYSTEM AS SHOWN ON THE APPROPRIATE DRAWINGS. OTHER TRADES (WITH SPECIAL EMPHASIS ON THE HEATING AND AIR CONDITIONING SYSTEM AND KITCHEN EQUIPMENT) 5/4 x4 WITH EASED EDGE. MITER ALL CUTS. NOTE: PROVIDE AN ALTERNATE COST FOR REPLACEMENT OF ALL EXISTING BASEBOARD HEATING WITH RUNTAL UF2 SHALL BE PROVIDED AS NECESSARY FOR A COMPLETE OPERATIONAL SYSTEM, AS SHOWN ON THE DRAWINGS AND D. EXTERIOR ENTRY DOOR AND SIDE LIGHTS, SOLID WOOD DOOR, PRE-HUNG. SIMPSON OR EQUAL, AS SELECTED BY PANEL UNITS OF EQUIVALENT OUTPUT, SPECIFIED. OWNER. CAULK EXTERIOR ALL AROUND DRIP CAP AND FLASHING AT HEAD (EXTERIOR). 2. CODES - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE(S), 17. CABLES - COORDINATE TELEPHONE AND CABLE TV JACKS, AND SECURITY CONNECTIONS AND BE SCHEDULED WITH THE 18. CAULKING - LEXCEL EXTERIOR; ACRYLIC LATEX INTERIOR. 3. COOLING SYSTEM - PROVIDE A TWO ZONE COOLING SYSTEM - EACH ZONE SHALL BE COMPLETE WITH DUCTWORK, AIR TOWNER AND THE LOCAL UTILITY COMPANY. AS REQUISITE FOR FINAL ACCEPTANCE AND PAYMENT, DELIVER TO OWNER TWO 19. ADHESIVES - PL PREMIUM AS MANUFACTURED BY CONTECH BRANDS (TO BE USED IN ADHERING PLYWOOD SUBFLOOR HANDLER, AIR COOLED CONDENSING UNIT,. REGISTERS, GRILLES, CONTROLS AND RELATED ACCESSORIES. EACH AIR ((2) COPIES OF A CERTIFICATE FROM UL AND LOCAL AUTHORITY, SHOWING ACCEPTABILITY OF WORK DONE UNDER THIS TO FLOOR JOISTS). HANDLER IS TO HAVE A DIRCT EXPANSION (DX) REFRIGERANT COIL. CONTRACTOR TO PROVIDE FABRICATION DRAWINGS (CONTRACT. 18 ICENTRAL VACUUM SYSTEM - 20. HARDWARE OF SUPPLY AND RETURN DUCTS, INCLUDING SIZING, ROUTING AND SUPPORT TO SATISFY THE REQUIREMENTS OF EACH THROUGHOUT THE RESIDENCE.AIR-VAC MODEL 180 OR EQUAL. PROVIDE OUTLETS AS SHOWN ON THE DRAWINGS A. LOCKSETS - SCHLAGE LEVER TYPE. FUNCTION TO MATCH SPACE UTILIZATION, FINISH AS SELECTED. ZONE. NO WORK SHALL PROCEED WITHOUT THE APPROVAL OF THE FABRICATION DRAWINGS BY THE ARCHITECT. B, HINGES - HAGER, STANLEY OR EQUAL - BALL TYPE FINIALS, REMOVABLE PINS. 4. THERMOSTATS - THERMOSTATS TO BE DAY/NIGHT SET BACK, DIGITAL, ELECTRONIC TYPE WITH 19. POWER INTERRUPTIONS - ALL REQUIRED POWER, TELEPHONE, AND CABLE TV INTERRUPTIONS SHALL OPERATIONAL CHECKS CLOCK. CONTROL WIRING BY HVAC CONTRACTOR. WITH THE RESPECTIVE COMPANIES. C. MISCELLANEOUS - STANLEY (CAB. PULLS, ETC.). 20. MANUALS - CONTRACTOR TO PROVIDE ALL PRODUCT LITERATURE, WARRANTIES, AND INSTRUCTION TO OWNER. D. STOPS - FLUSH BOLTS, PULLS, BUMPERS - IVES. 5. DUCT WORK - DUCT WORK TO BE FABRICATED IN ACCORDANCE WITH SMACNA STANDARDS INCLUDING TRANSITIONS, 21 . GYPSUM BOARD BENDS, TAKE-OFFS, ETC., DESIGNED FOR MINIMUM STATIC LOSSES, DUCT MATERIAL TO BE GALVANIZED SHEET METAL. 21. AGROUND RODS - GROUND RODS SHALL BE 5/8" DIA. BY 8' LONG COPPER WELD AND SHALL MEET ALL THE REQUIREMENTS ALL JOINTS. UNLESS OTHERWISE NOTED ON THE DRAWINGS, SHEETMETAL SHALL BE OF 26 GAUGE UP TO 24 INCHES WIDE AND 24 ,AND PROVISIONS OF THE NEC. A. INTERIOR WALLS AND CEILINGS, 1/2" THICK, TAPE AND SPACKLE A B. BATHROOM WALLS AND CEILINGS, KITCHEN AND LAUNDRY ROOM BALL JOINTS. SH AREAS 1/2" THICK WR, TAPE AND GAUGE ABOVE 24 INCHES WIDE. SEAMS AND JOINTS SHALL BE SUCH THAT LEAKAGE IS NOT MORE THAN 3%. 22. ICLEANUP - CONTRACTOR TO CLEAN UP AND DISPOSE OF DAILY, ALL HIS TRADE RELATED DEBRIS WHERE NOTED DUCTS SHALL HAVE "I-INCH THICK RIGID FIBERGLASS ACOUSTICAL LINER HAVING AN ACRYLIC SURFACE ,AND WASTE MATERIALS. SPACKLE. TREATMENT. ALL DUCTWORK SHALL HAVE A 2-THICK THERMAL INSULATION BLANKET HAVING A VAPOR BARRIER. C. WONDERBOARD FOR TUB SURROUNDS AND TILE SHOWERS, PORTIONS OF DUCT HAVING ACOUSTIC LINER SHALL IN ADDITION BE INSULATED WITH MINIMUM 1' THICK THERMAL D. BOILER AREA CEILING, TYPE X, 5/8" THICK, TAPED AND SHACKLED, 22. CERAMIC TILE FLOOR TILE & WALLBASE - AS SELECTED BY OWNER. PROVIDE $K3000 LABOR AND MATERIAL ALLOWANCE. BLANKET. 23. CABINETS - CUSTOM QUALITY WITH COUNTER TOPS. UNITS SHALL INCLUDE VANITIES, KITCHEN CABINETS,STORAGE UNITS, 6 FILTERS - FILTERS SHALL BE MINIMUM 30% EFFICIENT, THROWAWAY TYPE. HALL DISPLAY BUILT- IN UNIT. PROVIDE BID FOR MATERIALS, FABRICATION AND INSTALLATION. 7. VOLUME DAMPER - WHERE SHOWN ON DRAWINGS AND AS REQUIRED FOR PROPER BALANCING, PROVIDE VOLUME DAMPER, OR OTHER APPROVED AIR BALANCING DEVICE, WITH INDICATING AND LOCKING QUADRANT. - 24. PAINTING 8. KITCHEN EXHAUST HOOD VENTING - CONTRACTOR TO PROVIDE EXHAUST DUCTWORK, FILTERS AND CONNECTORS FROM A. EXTERIOR WALLS - WOOD SIDING, SOFFITS, FASCIA AND TRIM - SOLID STAIN, TWO (2) COATS COLOR AS SELECTED.. HOOD TO EXTERIOR SIDEWALL COMMERCIAL SIDEBLAST FAN, SEAL WALL PENETRATION. B. INTERIOR WALLS - ONE (1) COAT SEALER, TWO (2) COATS FLAT - COLOR AS SELECTED. BATHROOM - SATIN 9. ACCESS DOORS - PROVIDE ACCESS DOORS AS REQUIRED FOR COILS. FILTERS, DAMPERS, AND OTHER EQUIPMENT THAT FINISH. BENJAMIN MOORE REQUIRE PERIODIC SERVICE. DOORS SHALL BE OF THE SAME MATERIAL AS THE DUCT WORK AND CONSTRUCTED SO C. ALL INTERIOR WOODWORK - ONE (1) COAT SEALER, TWO (2) COATS SATIN FINISH, POLY OR COLOR AS SELECTED. AS TO MINIMIZE LEAKAGE. BENJAMIN MOORE. 10. AIR CONDITIONING SYSTEM - HEATING AND AIR CONDITIONING SYSTEM SHALL BE COMPLETE WITH ALL NECESSARY COMPONENTS AND ITEMS NORMALLY SUPPLIED. SUBSTITUTIONS OF EQUIPMENT SHALL BE APPROVED BY THE 25, BATHROOM ACCESSORIES (SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR). A TWO (2) TOWEL BARS/BATH ARCHITECT. CONTRACTOR TO PROVIDE ONE YEAR FULL GUARANTEE OF COMPLETE SYSTEM. B. TOILET PAPER DISPENSER - ONE (1)/BATH 11. COMPLETION - AT THE COMPLETION OF THE WORK, ALL EQUIPMENT COMPLETE WITH THEIR FITTINGS SHALL BE �QDIIJI�➢D�rII➢➢p'YY IlnQDFpIm C. ROBE HOOKS - TWO (2) /BATH PROPERLY CLEANED AND LEFT IN FIRST CLASS WORKING CONDITION. ALL DUCT WORK SHALL BE LEFT CLEAN TO D. BATHTUB / SHOWER DOORS - ONE (1) EACH UNIT. PREVENT SYSTEM DISTRIBUTION OF DUST AND DIRT. SYSTEM SHALL BE LEFT WITH CLEAN FILTERS. 26. CARPET - SUPPLIED AND INSTALLED BY OWNER. 12. MANUALS - CONTRACTOR TO PROVIDE ALL PRODUCT LITERATURE, WARRANTEES, AND INSTRUCTION TO OWNER. _ R-498.16' 27 13. CLEANUP - CONTRACTOR TO CLEAN UP FUND DISPOSE OF DAILY, ALL HIS TRADE RELATED DEBRIS ANDrn L-104.34- 28. APPLIANCES - GE SIDE BY SIDE REFRIGERATOR, ST, STL. THERMADOR DOUBLE CONVECTION OVEN AND COOKTOP UNITS WASTE MATERIALS. WITH HOOD AND EXHAUST FAN, KITCHEN-AID DISHWASHER. MAYTAG WASHER AND DRYER. PROVIDE ALLOWANCE OF $ 5500 N N �o m FOR PURCHASE AND DELIVERY. CONTRACTOR TO INSTALL. PROPOSED � 29. CULTURED STONEPROVIDE GRAY COBBLEFIELD CULTURED STONE VENEER STONE OVER WEATHER BARRIER AND GALV. LATTH WITH STUCCO BASE COAT. STONE AS MANUFACTURED BY STUCCO STONE PRODUCTS, INC. PORCH 30. CLEANUP - PROVIDE GENERAL CLEANUP OF PROJECT SITE DURING CONSTRUCTION, AND AT COMPLETION OF PROJECT PROVIDE VES LE FINAL "MOVE IN" CLEANING OF WINDOWS, DOORS, FLOORS AND WOODWORK INCLUDING ANY NECESSARY PAINT TOUCHUP. ADDITION 31. GENERAL NOTES a A. ALL WORK TO BE DONE IN ACCORDANCE WITH THE LOCAL BUILDING AND ENERGY CONSERVATION CONSTRUCTION COEDE, AND THOSE OF THE LOCAL GOVERNING AUTHORITIES. B. SOIL BEARING PRESSURE ASSUMED TO BE 2,000 PSF. PROPOSED C. ALL FOOTINGS TO REST ON UNDISTURBED SOIL, WOOD DECK D. PROVIDE ALL STEEL LINTELS, BOLTS, PLATES, GIRDERS AND FASTENERS AS REQUIRED. SHOP COAT ALL STEEL. ADDITION 32'11 . E. STRUCTURAL STEEL SHALL COMPLY TO THE SPECIFICATIONS FOR DESIGN, FABRICATION AND CONSTRUCTION OF STEEL FOR BUILDING OF THE A.I.S.C. ASTM A-572. PROPOSED F ALL FRAMING AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL DESIGN of FIRST SPECIFICATIONS FOR STRESS GRADED LUMBER AND ITS FASTENINGS AS PUBLISHED BY THE N.F.P.A. AND THE WOOD QQQ��� O FLOOR IM �� SITE DATA FRAMING CONSTRUCTION MANUAL - HIGH WIND EDITION. A R D ASSO C I AT E S S P O C , (� G. DOUBLE JOIST UNDER PARTITIONS WHICH RUN PARALLEL TO FLOOR JOISTS, AND AROUND OPENINGS. P . C . o ADDITION H. WOOD SILLS SHALL BE AGO TREATED, .40 PCF, KDAT 15. PROVIDE 5/8 INCH DIAMETER ANCHOR BOLTS AT 4'-0" O.C. SCTM # 1000- UNDVIE27 MAX. PROVIDE 2 BOLTS PER SILL PIECE MINIMUM AND PLACE 1 '-0" FROM CORNERS MAX. INSTALL WITH 3" SQUARE x o L 26 ADDRESS: ORI SOUN1 AVENUE 3/16" THICK WASHERS TYPICAL. ARCHITECTS, LANDSCAPE ARCHITECTS, ENGINEERS = ORIENT, N.Y.Y. „95' I. PROVIDE GALVANIZED CONNECTORS OF ALL BUTT STRUCTURAL CONNECTIONS. S 89� 30' 00" W 73.16' J. CAULK OR FOAM ALL EXTERIOR WALL PLATE AND SHEATHING OPENINGS, PENETRATIONS OF ELECTRICAL, PLUMBING, AAND 1 500 LAKE LAN D AVENUE SITE AREA: 13,396.62 S.F. SITE AREA: 13,396.62 S.F. VENTING. BUILDING AREA: 2165 S.F. (EXIST) ZONE: R-40 K. PROVIDE ALL TEMPORARY RAILINGS AND SAFETY DEVICES FOR ALL TRADES DURING THE CONSTRUCTION OF THE v 7 225 S.F. (NEW ADDITIONS) FEMA ZONE X PROJECT. BOHEMIA, N . 1 i 1 1 / 16 875 S.F. (DECKS) L CONTRACTOR TO DO ALL PATCHING NECESSARY TO REPAIR DAMAGE MADE DURING CONSTRUCTION ACTIVITIES, PATCHINIG TO TOTAL: 324 S.F. N MATCH AND MEET FLUSH UNLESS NOTED OTHERWISE. F.A.R.: .244 F.A.R. IV M. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AT THE SITE PRIOR TO CONSTRUCTION. (631 ) 563-4800 ,gtERE° N. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. fax /� IlDpdQD`T RPHAA� '��'\ E M. Fp rF 0. ALL EXTERIOR NAILING SHALL BE STAINLESS STEEL OR HOT-DIPPED GALVANIZED. f'y/� (631 ) 563- /'800 u a v P. PROVIDE ONE ROW OF 5/4" X 3" WD. CROSS BRIDGING FOR EACH 8'-0" OF SPAN. a 48 I 5� Q. PROVIDE ACCESS DOORS IN HOUSE FRAMING TO ACCESS ATTIC AND MECHANICAL EQUIPMENT. NOTE: INFORMATION FOR THIS DRAWING WAS TAKEN FROM A SURVEY DATED 2-13-98 BY JOHN P. FERRANTELLO, P. C. GENERAL NOTES gQDIIJN➢D�TIIIId�' ROAD1. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE SITE PRIOR TO COMMENCING CONSTRUCTION. 2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED R=498.16' DIMENSIONS. EQUAL 14'-4" EQUAL L'10gg 3. ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE AND THE m ¢ ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, THE I0,-0" l'-l " 6'-12" l'-l " 10,_01, ? NATIONAL ELECTRIC CODE AND THOSE OF THE LOCAL JURISTICTION. N .e 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A BEARING 6" DP. POURED CONCRETE 5F24 51GFOOT CAPACITY OF AT LEAST 1 TON PER SQUARE FOOT AND SHALL HAVE A PAD FOR CCA STEP - • i- FOOTING$ CINDER PROPOSED =r MINIMUM COVER OF 3 FEET BELOW GRADE. STRINGERS ATTACH WITH " '" 12" DIA. P. CONC. PORCH I GALV. CLIP ANGLES. TYP. \ •\ \ \ PER WITH GALV. AND - - 5. THIS PROJECT WAS DESIGNED IN ACCORDANCE WITH REFERENCE / - - J -/ - L - - -/ POST CONN. TYP. VESTIBULE STANDARD WFCM FOR ONE R TWO FAMILY DWELLINGS - 1995 SBC L ' ��t "HIGH WIND EDITION" FOR 120 MPH WIND SPEED. \� / -(2) 2) 1Ulfl 0 CCA / (2) 2x10 CC� / (2) 2x10 CCA • / ADDITION I o `Y 6. STRUCTURAL LUMBER SHALL BE DOUG. FIR }'1, Fb = 1000 psi. (base) \ b E=1,700,000 PSI; NONBEARING LUMBER SHALL BE HEM-FIRE2 WITH Fb "� U U = 850 psi. (base), E = 1,300,000 psi. O Q LINE OF DECK a PROPOSED 7. STRUCTURAL STEEL SHALL BE ASTM A-572, DETAILED, FABRICATED `0 , ip 49 ILi A6 REANG 9 2 AND ERECTED IN ACCORDANCE WITH THE AISC. x l9 x - DEOCDK 32'_113" ��t 8. ALL HEADERS SHALL BE SUPPORTED ON 4x4 POSTS MIN. UNLESS \ \ p r -- - - -- - - - p ADDITION 8 •y NOTED OTHERWISE ON THE DRAWINGS. / / •q:: •:n .._;0,., •)':..:•: 'f �•g,c, 9. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL FLOOR, STAIR AND ) ) ` 1 C2) 2x10 CCA CSPACED)� ( l2)2x10 CCA (SPACED)( PROPOSED / / r 4" THICK CONC. SLAB ROOF OPENINGS AND UNDER ALL POSTS AND PARTITIONS RUNNING 'L � ' -i U OVER 6 MIL VAPOR FIRST PARALLEL TO SAME. ' -i A 91 FLOOR B 10. ALL HEADERS LESS THAN 5'-0" SPAN SHALL BE (2) 2x10 U p; u Q BARRIER ON POROUS FILL U ADDITION @ UNLESS NOTED OTHERWISE. I U "5 REBARS AT 12" U :n m m 11, PROVIDE SOLID OR 5/4" x 3" CROSS BRIDGING AT 8'-0" MAX. x S O.C. VERT AT NEW / ;1. ry p NEW C LL AR SPACE x 9 L 26 12. PROVIDE GALV. FRAMING CONNECTORS AT ALL BUTT STRUCTURAL N p EXIST. WALL Z v) CONNECTIONS AND HURRICANE VIES AT TOP PLATE TO ROOF FRAMING INTERSECTIONS TYP. DO. 5 89' 30' 00" W 13.16' CONNECTIONS. 13. PROVIDE HARD WIRED SMOKE DETECTORS AT EACH FLOOR LEVEL AND IN ' I SITE AREA: 13,396b2 SF. ALL BEDROOMS, AND AS REQUIRED BY CODE AND THE LOCAL - - - BUILDING AREA: 2165 $F. (EXIST) AUTHORITIES. PROVIDE A CARBONI MONOXIDE DETECTOR AT EACH FLOOR 225 S.F. (NEW ADDITIONS) LEVEL. SAU1CUt NEW FULL HT. x 32"i ST - 3"x 8" GGA OR AGQ TRTD. 5YP 815 S.F. (DECKS) 14. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO NEW WORK ACCESS OPENING TO NEW WALL CLEAT WITH GALV. JOEEX ANO / OR REMOVAL OF EXISTING. ALL PATCHING SHALL MEET FLUSH CELLAR SPACE. DOUBLE CONN. AT EACH J015T. 5/8" EXP. SBQI: TOTAL: 3265 SF. AND MATCH EXISTING CONSTRUC71ON UNLESS NOTED OTHERWISE. HEADER OVER BOLT TO FOUNDATION WALL AT FA.R: .244 F.A.R. N a qt Eaeo Auc\ 15. UNLESS NOTED OTHERWISE, ALL WINDOW DESIGNATIONS SHOWN ARE 12" O.G. STAGGERED. iT> IlD�d�` P�Y �D�d��rT THOSE OF THE ANDERSEN CORPORATION "STORMWATCH" UNITS WITH 2 Ll TH WIND BORNE DEBRIS RESISTANT GLAZING (MISSILE D-ASTM E1996) WITH O ` LOW E COATING, EXTENSION JAMIBS, SCREENS. GRILLES AS SHOWN ON rl DRAWINGS. V A. 1 = 40 16. CCA OR ACQ TRTD. WOOD SILLS SHALL BE (2) 2x6 WITH 5/8" DIA. EXISTING GARAGE O / I NOTE: INFORMATION FOR THIS DRAWING WAS ANCHOR BOLTS SPACED 4'-0" O.C. MAX. PROVIDE 2 BOLTS WITH 3" TAKEN FROM A SURVEY DATED 2-13-98 BY SQ. X 9/64" WASHERS PER SILL SECTION MINIMUM. PLACE BOLTS �sr 1�5g9 JOHN P. ROM A SURVEY P. C. WITHIN V-0" OF ALL CORNERS.. INSTALL OVER SILL SEALER AND :,,q�e i0�� TERMITE SHIELD (TYPICAL). - \�-c� 17. CONCRETE SHALL HAVE A MINIMIUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI (3500 PSI FOR EXTERIIOR EXPOSURES). NEW POST UNDER BEARING INSTALL NEW POST CINDER Q, a1NER CHANSE6 ENERGY CODE COMPLIANCE COLUMN FROM ABOVE. BEARING COLUMN FROM ABOVE. . . . . . . -� : - . .$� . WARD ASSOCIATES ROOF INSTALL 5/8" x9" STEEL NOTE: THE PROPOSED BUILDING ADDITION REPRESENTED BY THESE PLANS HAS BEEN PLATE TO TWO EXISTING Landscape Architects, GIRDERS. STAGGER III III III Architects, Engineers DESIGNED TO MEET THE NEW YORK STATE ENERGY CONSERVATION 2" V.T.R. BOLTING AT 16" O.C. CONSTRUCTION CODE REQUIREMENTS VERIFIED BY THE USE OF RESCHECK n . _ • y� _ NEW (3) 2 x10 WITH THE FOLLOWING RESULTS: 4 V.T.R O- ' - ' �' -� III HDR AT NEW 1500 Lakeland Avenue MAXIMUM UA= 222 / PROVIDED UA- 174 III Ei� STAIR OPG. Bohemia, N.Y. 11716 MAX. CODE GLAZING U= .45 / GLAZING U= .34 2" EXISTING CELLAR 3 III III III (631) 563-4800 TABLE 502.2.4(1) 8.5 % WINDOW AREA Y45 West � an e9 HEATING DEGREE DAYS: 5750 WSHR DW SINK 111 ^/ Little Falls, New York 11716 GLAZING U FACTOR: CEILING R-VALUE: (315)82343$4 CODE: .45 CODE: 38 FIRST FLOOR ACTUAL: .34 ACTUAL: 35 / 30 2" 5 REBARS AT 12n "5 REBARS AT 12" 4" C.O. 3"x I0" GGA OR ACQ2 TRTD. 5YP 3" THICK SCREED project fRls: EXTERIOR WALL R-VALUE: FLOOR R-VALUE: 3" C1 O.C. VERT At NEW O.G. VERT AT NEW CODE: 13 CODE: 19 / EXIST. WALL WALL CLEAT WITH GALV. JOIST SLAB OVER 6 MIL / EXIST. WALL ACTUAL: 19 ACTUAL: 30 INTERSECTIONS CONN. AT EACH J015',T. 5/8' EXP. VAPOR BARRIER ON INTERSECTIONS PROPOSED CONNECT TO EXISTING SANITARY PIPING TYP. BOLT TO FOUNDATION SLAB PERIMETER R-VALUE / DEPTH: BASEMENT WALL FOUNDATIONWALL AT POROUS FILL.- TYP, CODE: 9, 2FT. CODE: 10 SYSTEMI IN CELLAR BELOW 12" O.C. STAGGERED._ ADDITIONS ACTUAL: N/A ACTUAL: N/A � - to the QA CRAWL SPACE WALL R-VALUE: CELLAR - - - - - - - - - - - ' • - • LOBO CODE: 19 LINE OF STEPPED FOOTING CI:2 I I u Lj �p ACTUAL: N/A FOOTING MEET THE EXISTING '+ I O NEW CRAWL SPACE �(1 �, RESIDENCE " U ;a = F.V. X 25,_0" /'/ T}- < Dry. F.V. CODE DESIGN CRITERIA 3 RITA �$II1�TRISE R" ➢DIIAG"rIN�4E�.N o o � - - - - - - - -- - - -- T� - -- - - - - -- -- - - - - GROUND SNOW LOAD: 45 PSF F301.2(5)) x •9 - -o FLOOR LIVE LOAD: 40 PSF (DECKS AND STAIRS) R301 .4) A. N.T.S. ORIENTN.Y. 30 PSF (BEDROOMS) a / \ p /� /� \\ V BF24 BIGFOOT 3'X 10" CCA OR ACQ TRTD. SYP SL S PDLL 60 PSF (EXTERIOR BALCONIES) III .` �_/ FOOTINGS UNDER WALL CLEAT WITH GALV. JOIST drawing tMle: 20 PSF (ATTICS WITH STORAGE) \ J/ V / / _ DIA. P. GONG CONN. A7 EACH J0157. 5/B" EXP. PROTECTION OF PIER WITH GALV. BOLT TO FOUNDATION WALL AT THE EXISTING 10 PSF (ATTICS WITHOUT STORAGE) O 6 x712" POST CONN. TYP. 12" O.G. STAGGERED. SANITARY LINE. 40 PSF (OTHER THAN SLEEPING) m ROOF LIVE LOAD: 16 PSF MIN. (R301.5) n p 26'4' Il{QDUNDA°IlUD71 (3) 2x10 CCA (SPACED) BASIC WIND SPEED: 120 MPH (F301.2(4)) LINE OF DECK T1 ❑ (� �T p �T SEISMIC DESIGN CATEGORY: C ( AS DETERMINED BY CODE OFFICIAL) (F301.2(2)) /�\ / /� \ /� \ � \ /� \ OVERHANG llDlldl•111V, IlDpaQDTIl° IlDpd/-ll1V -71� T - . _ . ABOVE " ® � R WEATHERING PROBABILITY: SEVERE (R301.2(3)) 13 � ' d� �TQDPllTD�g TERMITE PROBABILITY: MODERATE TO HEAVY (R301.2(6)) p DECAY PROBABILITY: SLIGHT TO MODERATE (R301.2(7)) 9 - � /�C3J 2x10 CCA (SPACED) ' WINTER DRY-BULB TEMP.: 11 DEGREES F (TAB. N1101.2) x (R301.2(7)) _ p in USE AND OCCUPANCY: RESIDENTIAL / ONE FAMILY RESIDENCE HEIGHT AND FIRE AREA: 2 1/2 STORIES / 3706 S.F. -- -- --- - - - - -- - -- - -- - - drawn by: checked by: CONSTRUCTION TYPE: V b 6" DP. POURED CONCI ZETE PAD FOR GGA STEP -- STRINGERS ATTACH WITH date: SCOI9: GALV. CLIP ANGLES. T P. 1-15-m4 AS NOTED drawing number. EXISTING WALL TO REMAIN 1 ll� QD �J Thi DD A FIlT R 0 N RD IL A I � - - EXISTING WALL To BE REMOVEDd� '� A. 1 scale 1/4•'=1'-0" O OF NEW INSULATED WOOD FRAME WALL 5'; 10'•0 14'_2" y- gn 14'•2" N- _ - 4 _ Ilj Ift - - _ -rill NEW FIBERGLASS RAILING ` _ -- SYSTEM WITH 5/4" F - -] .I MEW FIBERGLASS RAILING BALUSTERS AT 5" O.O. WOOD DECK BELOW SYSTEM WITH 5/4" MAX. TOP AND BOTTOM '_ I` - - BALUSTERS AT 5" O.G. RAILINGS. MAX. TOP AND BOTTOM NEWEL POST, RAILING RAILINGS. — — — ------- � _. - - � 6 WOOD DECK x ll AN BALUSTRADE AS — — TYP ' SEE ELEVATIONS _ I ENCASED TYP, ROOF OVER FOYER -- - - (3/ 2xl�HDR__ _ _ _ _ r I I H - - 2X12 INSUL DR WOOD DECK I _ Ab A' L — WOOD (DECK I -� U - - - GL P2 3 m lI 2 d SC - - _ _ _ _ _ 3) 2x1=HDR— wP — - - -I WOOD DECK a q d o ti 6 x 6 -67C CW I ro - 6 ENCASE CW12 GW12 GFI x "_0 yyI'-S" Y 4° B'•B" " �9 n 35 - TYP. Q N p G 2 I' 9" 6 x I T'-q" � a /2) 2 12 INSUL. HI TW 210410 Till 210410 CI 0 B" FP N v NEW FOYER a 0 I - - x12 INSUL. HD TW 210410 TW 210410,a1x6T '- ='c`R`_-'-_ __ -r-r-"':_V I ( -_ ,a 8" DIA. TUSCAN\(2) X. I L. HDR N 8" DIA. TUSCAN 15'-II" N-�(EAl Q � �' WOOD COLUMN w I WOOD COLUMNS - WITH ATTIC CAP 15'AP' w- (E¢) Seal: WITH ATTIC CAP f WINDOWS,AND w �``V�s c AND BASE TYP. AND BASE TYP. (3)1 3✓4"x 9 1/2"' ML. (2.0) REMOVE H ,,. ''""""'-•^'�.. BOLTED AT 16" O.C. DOORe y� EX. Bp RM. I N I OPEN FIREPLACE TO `� r� EX. BATH EX. DENq IX I IX LIBRARY LIBRARY WITHI NEW LINTEL, NEW WINDOWS AND 5/4" HARDWOOD GLASS DOORS AND �' HEADER$ AS �• ENCASED TRIPLE 2x10 I I ®? NON-COMB 16"' DEPP FLUSH SHOWN. F OWITH 4" CROWN HEARTH-MOULDING EX. LIVING ROOM Q I I I ENCASE EX157ING MASONRYsy f s,ee H I (2 1 3/4" x 9 1/2"" CONSTRUCTION WITH STAIR AS FLOOR SHOWN. ENING AND \rF of N,w ycF� { BOLTED AT 16" C. (2 i CULTURED STONE AS SHOWN X OWNER NEW 2x10 NAROUND w IN PATERN AS SELECTED BY OPENING EXTEND AND EXTEND WOOD STAIRS TO NEW DOOR 3� LOCATION. B' STAIR EM 61GN aureR cute O BOLTED A7 68" O.C.- (2.0) 4" 314n e-u-ms X r I I __= y '�- - - - x4 O 4x4 4 4x4 V WARD ASSOCIATES I 44x4 �� - J - —- - - - - - -- - - - _ OEX. BATH Landscape Architects I — — — — — — — — — — — 3 ® "'.� 26 -Y° PAN RY Architects, Engineers 1 REMOVE EXISTING I F 7 1—/17 I 4x4 ♦ GRANITE COUNTER T PON T _ - - KITCHEN OABINETS 1500 Lakeland Avenue WOOD BASE CABIN t g AS AND APPLIANCES. BOhemk7, N.Y. 11716 DROP CEILG TO l'-8" IN SELEGTnE - \ a \ I CONSTRUCT NEW NEW HALL AREA. Q� PANTRY AND (631) 5634800 KITCHEN EXIST. ROOF BELOW I 3a O J F'I I O �_ l AS SHOWN. L I r' 45 West Maln Street UPPER KITCHEN / DININGS I / \ I o + / n';'.' I B �' I THERMApOR 21" — N s SMI Little Falls,New York 11716 _ X TO FAJ LRV2l M 0 COMBINATION OVEN (315)8234384 / WARMING DRAWER E I P. DININ ROOM t- � TOI O I / MICROWAVE UNIT IN — I O_U a o OW ' a ENCLOSURE AS Project tRle: 1 o o s - �I PROPOSED L ._._._. .................... Il Ext 1NG - = =�a _-- I ADDITIONS ,h$�1 - I WALL AND ROOF r- TO �,_ - �` — EXIST. WP FRAMING - - FAN I -- DUI. J to the LINE OF UPPER — WP WP� TO- - _ _ _ _ -'- - - - - - -- - _ _ -- ---- -_- - - __ = CABINETS LTG LOBO — FAN KITCHN O EXP. � m f — RESIDENCE o o L _ Fr - ' --- --; G STAINLESS STEEL SIDE BLAST FAN o WP F 6068 L "9 WP G 2_ . _ CONNECTED TO ORIENT, N.Y. Y — — — — — — — 5 WP STAINLESS STEEL - - EXHAUST HOOD AT drawing tRle: III I it STOVE AREA, Ii WOOD DECK BELOW B 10 - - I Ii B �" 7 v PIlT d� l� i � II � Il+IldQDQDIl$ IlDIldF��� a W10Op DECK 0 — _L1 Lli - — - - --- -- �;IJ drawn by: checked by: date: scale: 1-I5-04 AS NOTED draWing number: ap OF 2 gIl% Q-0QD �TIlD Il+ IlaQDQDIla IlDIla �ppT A. 2 � Il� II Iln � FIlT Il+ Ild QD QD Ilu IlD Ild ,� ipT scale 1/4°=Y-0° STATE LAW PROHIBITS ANY PERSON FROM ALTERING A. 2 ANYTHING ON THIS DRAWING AND/OR THE scale 1/4"=1'-O" ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING ANO/OR IN THE SPECIFICATION. ref, no,: 200338 SPRINGLINE H.P. 'STORMWATCH' WINDOW WITH CASING AND DRIP GAP OVER FYPON RAISED TRANSOM PANEL. uin RED CEDAR SHINGLES, PRESTAINED IN COLOR SELECTED, 6" MAXIMUM _ — — — — — — WEATHER �r I I I I,r EXISTING SLIDING DOOR AND Tlli_,I . II _II 1LI I 1 �il- ]I ) L �.- h r I - _ CEDAR GAGING WITH I J 1._ T� ill P �I l J �[J SAVANNAH TOP RAIL WITH PERMA 1� I 1 1L� fl II J I . 1 l_JI T 1 l i1 II 1 { d I COPPER DRIP CAP. �JLI I IL if T lI ll L r1 1 I� I ill ` hI�II� RAIL BOTTOM RAL, 1 1/2" TURNED L till II,ifII J �I I Il � I� � 1_ BALUSTERS AT 5 O.G. MAXM. i -r ( r I'<. -- �ii { _ i, MANUFACTURED BY H54G. 1�' � CEDAR TRIM, FASCIAS AND I II 11 FRIEZE BOARDS TYPICAL. CEDAR TRIM, FASCIAS AND FRIEZE ----�� ------- - - -- - - - - --- -- BOARDS. WOOD GST-TrR WITH COPPER LINING TYPICAL. DOUBLE HUNG WINDOWS WITH 11 iu�� �I `I- ` II�L DOUBLE HUNG WINDOWS WITH SBO : HI-PERFORMANCE GLAZING I I L,�� r� '�* 4, -- I �-�L�I-- 1 HI-PERFORMANCE GLAZING EftEU AND CEDAR CASING WITH AND CEDAR CASING WITH COPPER DRIP CAR �� 1L� a In-17� 111_ _� 1 I i t, COPPER DRIP CAP. J ICY 1_i. ,_ __ I'Ir-i•_I _ III.-L__J 1 REP CEDAR SHINGLES, j' Il - -_ _ __- - Fr I I rl I t T - 11 PRESTAINED IN COLOR 'lf J III •I' pp n I1 ' I SAVANNAH TOP RAIL WITH PERMA3 SELECTED, 6" MAXIMUM I� illi, �� i� 1�1 � II'I �1 Ii1 I��� RAIL BOTTOM RAL, I I/2" TURNED WEATHER `I 1 I .I �I III I I I,I BALUSTERS AT 5" O.G. MAXM. �i ILII II IL II '�lu Ll_ I� _WLL ry k III 14 I ;, 11 LL.J III I Lp ) MANUFACTURED BY H54G. ILIA. _I L- L .N IL �i L f ___ �___ T 1559'd TREX DECKING W/ CEDAR FASCIA AND TRIM li li i i i i li i i i � LINE OF POURED CONCRETE � r4 ('_-_-� (3500 PSI.) PIERS WITH L---=� OLLNER CHMIGE6 6-14-64 = r l ` I r �� i �l 51GFOOT 524 FOOTING FORMS AS SHOWN. I STANLEY 'PROOGVY' C21 / SCE, STAN WARD ASSOCIATES GRADE INGULA71EM FIBERGLASS FRONT - ----------------- DOOR WITH SID LIITEG Landscape Architects, L-------------------------------------L------------------------------------- -------------------------------------J Architects, Engineers 1 �T QD Ila rIl` IlIl ➢➢ Ild ➢➢ jr A I ➢ QD N 1500 Lakeland Avenue Bohemia,N.Y. 11716 A. 3 scale 1/4'1 (631)563-4800 45 West Main Sheet Little Falls,New York 11716 (315) 823-4384 project tale: PROPOSED ADDITIONS to the LOBO CEDAR TRIM, FASCIAS AND RESIDENCE FRIEZE BOARDS TYPICAL. TEMPERED OPERABLE GLASS SKIYLIGHTS WITH RAIN ORIENT, N.Y. SENSOR CLOSERS, STEP FLASHING. TYPICAL. drawing title: 4.5 1� CEDAR TRIM,FASCIAS AND Illi CEDAR TRIM, FASCIAS AND �TQDIlnPIlTIIIl dd FRIEZE BOARDS TYPICAL. 1. 'I, FRIEZE BOARDS TYPICAL. EI,A1 T STAINLESS STEEL EXHAUST — — — — — — — — ' - RED CEDAR SHINGLES, ➢➢EA"VAP➢.TIlQDQ0 FANPRESTAINED IN COLOR _ SELECTED, 6" MAXIMUM RED CEDAR SHINGLES, C I WEATHER PRESTAINED IN COLOR SELECTED, IS" MAXIMUM - "'� L SAVANNAH TOP RAIL WITH PERMA WEATHER. / -I - RAIL 50TTOM RAL, 1 1/2" TURNED C' - __ _ _ z_ BALUSTERS AT 5" O.C. MAXM. SAVANNAH TOP RAIL WITH PERMA -----------11TI (�1�T -- —'�'_" EX. EX. _- __ _ ___ �' -_ I _ - -jI� r i MANUFACTURED BY HB 4G. RAIL BOTTOM RAL, 11/2" TURNED I1Il',I,, I 'i� ^ 11 III ,i.. 4 drawn b checked b � 'I , 1I I v� v: BALUSTERS AT 5' O.G. MAXM. IIIr� I� IIIIII�IIIIIIII�IIIIII1IIIIIII MANUFACTURED BY HB43- } I,JLiJ ,� � H ISI �Iii.l I_�L. Il it-Il ll -'� date: scale: TREX DECKING W/ CEDAR FASCIA — — — . _ — — == L - 1-15-04 A5 NOTED AND TRIM li . drawing number: CASEMENT WINDOWS WITH 1 I I I i i I I 1 'STORMWATCH' OR PLYWD. 1 LINE OF POURED CONCRETE CLOSER PANELS AND (3500 PSI.) FOUNDATION AND HI-PERFORMANCE GLAZING FOOTING AND CONC. PIERS IL====: AND CEDAR GAGING WITH -��] AT DECK W/ BIGFOOT 41 r`---� COPPER DRIP CAP. FOOTINGS. I O Q n lL� �F LINE OF POURED CONCRETE L--�I ----, A . (3500 PSI.)FOUNDATION AND ----, FOOTING. STEP FOOTING TO — — — — — — — — MEET EXISTING AT 30' rl-- ------------------------------------------------- ---- --'-r- li ____.__�_-______________J MAXIMUM. STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT ,,(A� T� �T n T� �i IS UNDER THE DIRECTION OF A LICENSED 2 ➢d F11 FIl" Il➢ ld ➢d VT �ll FIlT ll QD 1V PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE scale1/4"=1�-0" FULL EXTENT OF THE ALTERATION ON THE q. 3 DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200328 LINE OF BLIND SHEET METAL FLASHING 6" HT. MII L COR-A VENT FLASH VENT WITH WIND BAFFLES AND END CAPS ARCHITECTURAL ASPHALT SHINGLE ROOF WITH ICE AND WATER SHIELD EAVE AND EDGE UNDERLAYMENT __ __ _ ___ — — ___ _________ ___ TYPICAL. TEMPERED OPERABLE GLASS SKIYLIGHTS WITH RAIN SENSOR CLOSERS, STEP FLASHING. TYPICAL. _ CEDAR TRIM, FASCIAS AND FRIEZE BOARDS TYPICAL. RED CEDAR SHINGLES, / \ PRESTAINED IN COLOR SAVANNAH TOP RAIL WITH PERMA SELECTED, 6" MAXIMUM seal:WEATHER RAIL BOTTOM RAL, 1 lit" TURNED BALUSTERS AT 5" O.C. MAXJ-1. �, - r s' _ Ex ' CASEMENT WINDOWS WITH I u r 7 HI-PERFORMANCE GLAZING .tea ty MANUFACTURED BY HB<G. �� I ��u��p� �G��ll��� �� ' �� �� I� �h I�`1' �� �{ 1� I ' 1� iI I �� AND CEDAR CASING WITH 8'v 1 l if II lI I I � � 11I �I �I I � 11 y I I�III COPPER DRIP CAP. u V h_. 8 v iI -- - -- -- - ----- TREX DECKING W/ CEDAR FASCIA AND TRIM of rvew I I E I Q I I Q I I 4r�� 9 I I II I I I I j I LINE OF POURED CONCRETE I — — ---�----- = - (3500 PSD PIERS WITH -- ------ ---- ----- ----- ----------r BIGFOOT B24 FOOTING Fcatple 6-14-04FORMS A5 SHOWJ.--' ______________ -- CIATESr�------- ---- L-- I+----- -------------- ------------------1-- chitects, 1_ J Architects, Engineers 1 50 UJFIlTIIII P-3I a �TA7TR0N1 1500 Lakeland Avenue 4 Bohemia,N.Y. 11716 scale 1/4"=1'-0" (631) 563-4800 45 West Main Street Little Falls, New York 11716 (315) 8234384 [ADDITIONS ct tile: POSED CEDAR TRIM, FASCIAS AND FRIEZE BOARDS TYPICAL. heO TEMPERED OPERABLE GLAW--eIYFZHTS UM RAIW- RESIDENCE . . — �SENSOR"CLOSERS; STEP FLASHINCz. TYPICAL. Ex. Ex. 12 ORIENT, N.Y, -�4,5 CEDAR TRIM, FASCIAS AND drawing title:f FCEDAR TRIM, FASCIAS AND BOARDS. WOOD III - FRIEZE BOARDS TYPICAL. CCOPPER LINED GUTTER — — — Rr= PRIF CEDAR SHINGLES, - - - . - - . . - . . - - . . . . gQDI Y TER &- PF2ESTAINED IN COLOR � aaR TI �i I1 WEATHER �� 11 — CASEMENT WINDOWS WITH V VT11aayPllT SELECTED, 6" MAXIMUM f - - - - - - - ¶JL HI-PERFORMANCE GLAZING nT v v SAIVANNAH TOP RAIL WITH PERMA P / AND CEDAR CASING WITH 1LpdD1 vT�ll IPllQD1vT� RA41L BOTTOM RAL, I I/2 ' TU L� I �' I ; , / OPPER DRIP CAP. BALUSTERS AT 5" O,C. MAXM. o r r Q MANUFACTURED BY HB 7G. I II ' III T - - , EX. EX. \ .I ERED COLO FF MUM WEATHER I- drawn by: checked by: I I I I I REOVE EXISTING WINDOW AND date: scale: LIFNE OF POURED CONCRETE INSULATE AND CLOSE (35100 P51.)FOUNDATION AND HE-04 AS NOTED OPENING TO MATCH EXISTING LINE OF POURED CONCRETE drawing number: Fo70TING AND CONC. PIERS = _� i INTERIOR AND EXTERIOR g AT DECK W/ BIC-AFOOT 'v (3500 PSI.) FOUNDATION AND __ FOOTINGS. I i i FOOTING. STEP FOOTING TO - �--- , MEET EX15TING AT 30' r--- --�w MAXIMUM. --------------------r----- -- ---- --- ---=-7---- ---- ---- ---- ---- -- ------ --- 4-- d o OF _________________�_________________________ 2 v V ' P Ld lld 1 �T Fll FllT II QD �T STATE LAW PROHI9D5 ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE Aq- ACCOMPANYING SPECIFICATION. UNLESS IT scale 1/4"=1'-0" IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200328 INSUL. TEMP GL. OPERABLE SKYLIGHTS WITH RAIN SENSOR OPERATORS TYP. FLASHVENT UNIT CONT, TYPICAL ROOF: – — — — — — ' — — — — — — — — REMOVABLE TREX DECK ASPHALT SHINGLES OVER 30111- — — — — — — — — — — — — — — — — – FI ON TAPERED ACQ 3x FELT ON 5/8" £XT. GR PLYWD., - SLEEPERS TO LEVEL DECK OVER II l/8" DP. GPI 60 WOOD I CO REINF FULLY ADHERED 60 MIL BEAMS ® 16" O.C. W/ R-30 ICONTINUOUS 9PATBI6 OC. BETU/EENBJOAIST9 EPDM MEMBRANE ROOF. INSLLL. WITH WEB BLOC ING AND STRONG-TIE L55UH310 GALV. SIMPSON Hl RAFTER HANGERS. CEDAR FASCIA OVER ACO ROUGH TIES AT EA. RAFTER / TOP 12 EX DEN L,' FASCIA. CEDAR TRIM AND DRIP PLATE CONNECTION 45�- _ EDGE TO MATCH EXISTING 3" x 10" Al WALL CLEAT lf'i� I RESIDENCE. Id" GYP. 51 BOLTED AT 16" O.C. STAGGERED "I VENTED BEADED SOFFIT PANELS JOIE CEDAR TRIM, FASCIAS AND WITH . 5/8" LAG BOLTS ! HD IJ WITH CROWN AND COVE TRIMS AT FRIEZE BOARDS TYPICAL. — — — — — GALV JOIST HANGERS EDGES OVER I x CROSS 3/8" THICK VENTED — — — — — £X1$ . 2" x 8" F.J. 16" O.G. _ - -- -=g — STRAPPING TYPICAL. BEADED SOFFIT PANELS (2) 13/4" x II 1/8" MI 12.0) 4" CROWN MOULDING CEDAR ENCASED TRIPLE 2" x 10" GIRDERS AT STAIR T '�II� III_ �f - ACG! GIRDER WITH TOP PLATE TO 1'- �_hI T L b. i RECIEVE RAFTERS. TYPICAL WALL: 'r � 1 SAVANNAH TOP RAIL WITH PERMA PRE-STAINED CEDAR SHINGLE EX. LIV. W. ��� ' ] Ir"I'll l[1 rl-� RAIL BOTTOM RAL, 1 1/2" TURNED EXP. KITCHEN 71_ I. l SIDING, TYVEK, IR" EXT. GR ��LI II _ -FLU- G�1���-L_r V_ I I_ BALUSTERS AT 5" O.C. MAX.M. PLYWD., 2x6 eli O.C., R-19 INS, 3/4" FIN. FLR/ 3/4" PLYWD. t IL II _' I MANUFACTURED BY HBIG. 1/2" GYP. BRD. (PAINT) SUBFLOOR TYP. _1L 1] .,I '� TREX DECKING WITH STAINLESS IL �. I II - STEEL SCREW FASTENERS . '.yitl� 1 ° \ - (RECESSED FINISH) ON 2" x 8" seal: 6" HIGH WOOD BABE TYP- _ III i, � _II")`Ili I� "r'-r" ° CCA (SYP I'2) DECK JOISTS AT 16" (2) 2x&2x6 ACQ PLATES W/ 5/8" f ' II--' } J -1 L O.G. PROVIDE GALV. SIMP50N DIA. HD GALV. ANCHOR BO AT 4'-0" O.G. W/ 3" SO. PLATES — — JOIST HANGERS AT EACH END Q TYP, R-30 INSUL. GALV. SIMI-SON STRONG TIE 8" THICK POURED CONC. _ 3" x 8" Al WALL CLEAT BOLTED AT 16" O.G. STAGGERED WITH ST. I COLUMN SASE ANCHOR LCOLU I FOUNDATION WALL WITH SELF EX. a8MT. ��WITH l2) 5/8" BOLTS PER COLUMN. " mL 9TL. 5/8" LAG BOLTS 4 HD GALV. p (3) 2" xl0" CCA GIRDER WITH ADNMINUCS RUBBERIZED s " JOIST HANGERS. ";. E BITUMINUOS WATERPROOFING v CEDAR FASCIA AND COVE TRIM REINFORCE EXISTING GIRDERS s sssa� MEMBRANE. WITH STEEL PLATES A9 NOTED ON AS SHOWN CONT. THRU BOLT OF NI w yi '.•� THE FOUNDATION PLAN GIRDERS TO COLUMNS W/ (2) 5/61- GI /8"GALV. BOLTS WITH NUTS AND 8" x 16" POURED CONIC. `-- WASHERS. TYP. FOOTING (3500 PSI). STEP FOOTING AT 30' MAXIMUM TO 3" CONIC. SCREEp SLAB ON 6 MIL _________________J BIGFOOT 5P24 FOOTING FORM AT MEET EXISTING FOOTING. VAPOR RETARDER OVER THE BASE OF 10" DIA. P. CONG. 0' R cNAt•rrEe a u POROUS FILL. PIERS. PROVIDE SLOPING WASH A7 TOP of PIER / GRADE WARD ASSOCIATES INTERSECTION. Landscape Architects, Qa RL 0 g 5 5 QA `➢° E ID 1NT Architects, Engineers A.5 scale 1/4"=1'-0" 1500 Lakeland Avenue Bohemia, N.Y. 11716 (631) 563-4800 45 West Main Street Little Falls, New York 11716 (315) 823-4384 project title: 2" x 10" BEVEL CUT JOISTS e 1611 O.C. CREATEACQ I n" PITCH, 3/4" PLYWD DECK, 60O PROPOSED MIL REINF FULLY ADHERED EFDM OR TPO ADDITIONS MEMBRANE WITH FLUSH METAL DRIP EDGE5 TO REMOVABLE TREX DECL to tF18 9HT. MTL COPPER GUTTER LINING IN WOOD PALLETES AN TAPERED ACQ 3x GUTTER SLEEPER5 TO LEVEL DECK OVER REINF FULLY ADHEREp 60 MIL LOBO JOIST ENDSVIDE INSULA l0 BAFFLES AT 8" DP EPDM MEMBRANE ROOF. RESIDENCE Irl III T F I LJt I J ORIENT,N.Y. � II I >rr � ' ¶ II>I � h r iI IL I I 1 II �1 - II drawln 1 fl II 1I g ale' �� � _ �r I I I M1111i I�� ➢�QaPIlT�QDaT� I__ II IL L 1, r - R-30C INSUL. 'I I -' irl r. II1 L 1[ f �� - ' R� TYPICAL WALL: P iI J II II J PRE-STAINED CEDAR SHINGLE 1 'i_ it ® WD. SHLF. / POLE - ® .� r I L' i. SIDING, TYVEK, T/2"' EXT. GR UT C , _ I � � I PLYWD., 2x6 -16" O.C., R-19 INS., NEW FOYER . r� r41[IJ�II '��4u_ n" GYP. BRA. (PANT) 11 fL II I 3/4" FIN. FLR/ 3/411 -I 'l l� I i lI d „ I A ]III p PLYWp. SUBFLOOR TYP. II ,r pp If II drawl( b � I ILL f 1LLL II _ ILJI II I'�JL JI. �I I I y: checked by: IlI_fY CENTER I ! LI1 JI Jii �� u, III BRIDG'G 1 date: scale: R-30 INSUL. 1-15-04 AS NOTED ZXdrawing number: DIA. ANCHOR BOLTS AND $" `�'-' I r SGT. PLATES Al O.G. AM. o (� m or �R 8" THICK POURED CONC, NEW CELLAR FOUNDATION WALL WITH VSELF ADHEREING 's �-_�_] RUBBERIZED BITUMNUOS - AiWATERPROOFING OF MEMBRANE. i I LI 8" x 16" POURED GONG. STATE LAW PROHIBITS ANY PERSON FROM ALTERING FOOTING ( TO MEET ANYTHING ON THIS DRAWING AND/OR THE EXISTING FOOTING. ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS 2 0 DA (QA `ll" R ID IST A `Il" N 0 R I HE A IID ➢D H `ll" H 0 IST ARE MUST MADE THE SIGN, SEAL.LICENSED ED PROFESSIONAL THE FULL EXTENT OF THE ALTERATION ON THE scale 1/4"=1'-0" DRAWING AND/OR IN THE SPECIFICATION. ref. ni 200328 WINDOW SCHEDULE UNIT DESCRIPTION EROUGHIOPENINGE OPG. WIDTH OPG. HEIGHT EGRESS AREA UNIT AREA MANUFACTURER REMARKSCI5 CASEMENT WINpOW (SA.) 0 3/8" IS 5/16" 55" lID 8F. IO,O SF. ANpERSEN STO WATCH GLAZINGSE542 SPRINGLINE WINpOW g�: H DAID GRADE, £XT JAMBS18.14SF. ANDERSEN DP 65, EXT. JAMBS FRENCHWOOD SLIDING DOOR . 28 1/8" 15 3/81. 14.'17 SF. 3934 Sr. ANpERS£N OF 40 GRADE, £XT JAMBS SEE SCHEDULE LLATHIS DRAWING RV2846 ROOF WINDOW T-4 1/2"" W x 3'10 1/2" L 25 1/2" STORIHWATCH GLA INC FOR SINGLE COLLAR TIE 8.94 SF. ANDERSEN SHADE, ELEC. OPE`ZRATOR CONNECTIONS. C235 DOUBLE CASEMENT (S.A.) 4'-0 1/2" W x V-5 3/8"H. IS 5/16" 35 15/16" 4b SF. 13b SF. ANDERSEN DP 40 GRADE, EXT JAMBS NOTE: PRU10 OVIDE GALVANIZED SEE SECTIONS FOR TRIPLE CIR24 CIRCLE UNIT 2'-4 -1/8" DIA.BO3b SF. ANDERSEN DP 40 GRADE, EXT JAMBS SIMP50N STRONG-TIE 5/S" DIA, LT CONNECTIONS - " LSTA 18 STRAP TIE AT AT 48" O.C. (IF USED) TW210410 DOUBLE HUNG 3'-0 1/8" W x 5'-0 V8" H 31 T/8" 76 1/4" 5B3 Sr. 15.05 Sr. ANDERSEN DP 50 GRADE, EXT JAMBTYPf S RIDGE CONNECTIONS CONNECTION NTENSION).OSH AW251 AWNING WINDOW (FIXED) 2'-4 3/8" W x 2'-4 3/B" H 23 3/4" - - 5b SF. ANDERSEN DP 60 GRADE, EXT JAMBS CONNECTION NOi SHOWN. AW51 AWNING WINDOW V-0 3/8" W x 2'-4 3/8" 23 3/4" IIB 5F. ANDERSEN STORM ATCH G AZI G PP 35 GRADE, XT JAMBS (SA.) . STRAIGHT ARTi OPERATOR - SPECIAL ORDER RIDGE BEAM STRAP TIE CONNECTION SECTIONAL VIEW WINDOW PROTECTION ALTERNATE: 0 ( IN LIEU OF STORMWATCH WINDOW UNITS, PROVIDE A DEDUCT COST FOR THE PROVISION OF 23/32" THICK APA SPAN RATED 48/24 SHEATHING GRADE EXTERIOR PLYWOOD CLOSURE r. -. PANELS NUMBERED AND FABRICATED FOR EACH INDIVIDUAL WINDOW AND DOOR UNIT. FASTENING SHALL BE ACCOMPLISHED WITH 2 12" LG. 08 WOOD SCREWS SPACED 12" O.C. ON EACH SIDE OF EACH PANEL. PANELS SHALL BE SITED 8" WIDER THAN THE OPENING. FASTENING SHALL BE SECURED TO WINDOW CASING TRIM. ALTERNATE TO WOOD SCREWS: PROVIDE THREADED "10 HILLMAN TEE NUTS ATTACHED TO BLDG. W/ #10 1 12" MACHINE BOLTS AND WASHERS AT 12" O.C. MARK PANELS FOR READY IDENTIFICATION AND ARRANGE A STORAGE LOCATION FOR PANELS WITH THE OWNER Seal: TIE 11 GALVANIZED SIMPSON JACK STUDSWT� %° `rE h: n HTF� STRONG-TIES (2) H2.5A L5TA 30 (22) IOD g��'' HURRICANE TIES, 18 GA. TYP. FOR BOTH = 4� - W/ (5) 8d AT EACH JOIST ENDS (16100 EA.) ON ALTERNATE SIDES W/ 10P PLATE TOP PLATE (5) Bd AT TDP PLAT£. 4 LATERAL CONNECTION LATERAL CONNECTION TYPICAL AT FOR EACH r tss,ae SECTICNAL VIEW END VIEW PLATE CONNECTION. (480P UPLIFT - EACH OF 14"N CONNECTOR) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS (WFCM Table 3.1 ) NUMBER & TYPE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER SPACING OF FASTENER R 0 0 F F R A M I N G WARD ASSOCIATES RAFTER TOP PLATE (TOE-NAILEID) 3-8d per rafter Landscape Architects, CEILING JOIST TO TOP PLATE (TOE-NAILED) 3- per joist Architects, Engineers CEILING JOIST TO PARALLEL RAFTER' (FACE-NAILED) 7-1616 d each lap TIE WINDOW SILL CEILING JOIST, LAPS OVER PARTITIONS (FACE-NAILED) 7-16d each lap GALV. SIMPSON STRONG PLATES TO JACK TIE MODEL LFTA, 16 GA. STUDS WITH GALV. COLLAR TIE TO RAFTER (FACE-NAILED) 6-10d each lap 1500 Lakeland Avenue STRAP TIES AT 16" O.C. 85SP (4) IOD AT BLOCKING TO RAFTER (TOE-NAILED) 2-8d each end Bohemia, N.Y. 11716 WITH (16) I0d SSTUDS AND CU IOD RIM BOA FASTENENERS INTO STUDS AIT SILL TYP. AT EA RD TO RAFTER (END-NAILED) 2-16d each end (631)563-4800 AND (2) 10d FASTENERS STUD. (455" EAJ W A L L F R A M I N G INTO BAND JOISTS. (1205* TOP PLATE TO TOP PLATE FACE-NAILED * per 45 West Main Street UPLIFT) TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d jolntsoat each side Little Falls, New York 11716 STUD TO STUD (FACE-NAILED) 2-i6d 2a" a.a. (315) 823-4384 HEADER TO HEADER (FACE-NAILED) 16d 16" o.c. along edges TOP OR BOTTOM PLATE TO STUD (EIND-NAILED) 2-16d per 2 x 4 stud project title: 3-16d per 2 x 6 stud 4-16d per 2 x 8 stud PROPOSED BOTTOM PLATE TO FLOOR JOIST, BAINDJOIST, END JOIST OR 2-16d * per foot ADDITIONS BLOCKING (FACE-NAILED) TOP FLA1E TOP PLA1E rK TO to the LATERAL CONNECTION LATERAL CONNECTION ITH FLOOR F R A M I N G SECTIONAL VIEW END VIEW IOD JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d Reach LOBO H BRIDGING TO JOIST TOE-NAILED) 2-8d d RESIDENCE A.) BLOCKING TO JOIST((TOE-NAILED) 2-8d d BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d ck LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d stJOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d BAND JOIST TO JOIST (END-NAILED) 3-16d ORIENT, N.Y. BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d * p R 0 0 F S H E A T H I N G drawing title: STRUCTURAL PANELS 8d 61 o.c, edges & field 4"o.c. @ gable ends-edges & field DIAGONAL BOARD SHEATHING /(7� T� 1" x 6" OR 1" x e" 2-8d per support 11,10B➢d 170T135, TIS WINDOW SILL 1" x 10" OR WIDER 3-8d per support �JIllamlr T ➢D r TARffs, GALV. SIMPSON STRONG PLATES TO JACK C E I L I N G S H E A T H I N G o TIE MODEL M6TA30, 18 STrUDB WITH GALV. GYPSUM WALLBOARD O_ GA. STRAP TIES AT 16" SSP (4) IOD AT 5d coolers 7" edges / 10" field O.G. WITH (6) Bd r-r STUDS AND (U IOD W A L L S H E A T H I N G �Qa➢- ➢�➢D�JI1d➢�� FASTENENER5 INTO STUDS ° AT' SILL TYP, AT EA STRUCTURAL PANELS edges 12" field a " / AND (8) 8d FASTENERS STUD, (455 EAU) -8d PANELS Sd 6 INTO BAND JOISTS. (800 UPLIFT) 7/16" 6d 3" edges / 6" field NOTE: AT CORNER 25/32 8d 3" edges / 6" field COLUMNS PROVIDE GYPSUM WALLBOARD5 drawn by: checked by: GALVANIZED STRONG TIE 5d coolers 7" edges / 10" field BILL " IDEA (3-7050 UPLIFT) HARDBOARD 8d 6"o.c. edges / 12" field date: scale: LATERAL SILL PLATE PARTICLEBOARD PANELS 8d 6"o.c. edges / 12" field datem-0. AS NOTED SECTIONAL CONNECTION LATERAL CONNECTION �iY .. DIAGONAL BOARD SHEATHING SECTIONAL VIEW END VIEW ih : MAXIMUM ALLOWABLE DEFLECTION 1" x 6" OR 1" x 8" drawingnumber. OF STRUCTURAL MEMBERS 2-8d per support 1" x 10" OR WIDER 3-8d per support NOTE:FOR FABTEI•gR 81gB AND QUAMITIE68EE FARMER SCHEWLE THIS DR�NIIING. C2Y1x6 CCA SILL PLATES P, STRUCTURAL ALLOWABLE WITH SILL SEAL, TERM. SHLD. AND 5/8" ABOLTS AT MEMBER DEFLECTION F L 0 0 R S H E A T H I N G 48" O,C. AMC) 12" FROM " Sax STRUCTURAL PANELS A0q-DOF CORNERS WITH 3" ER x RAFTERS > THAN 3/12 - NO FINISH L/180 1" OR LESS 9/64" GALV. WASHER 8d 6" edge / 12" field PLATES, SIMPSON STRONG a INTERIOR WALLS AND PARTITIONS H/180 GREATER THAN 1" 10d 6" edge / 12" field TIE "L (TYPICAL). SEE PLANLAN FOR 36" BOLT L/360 FLOORS AND CEILINGS DIAGONAL BOARD SHEATHING F SPACING AT (2 STORY) ALL OTHER STRUCTURAL MEMBERS L/240 1" x 6" OR 1" x 8" 2-8d per support T� n n n nn � SHEAR WALLS./� x 10" OR W DER 11d111PIl�114Il11�1�Ild �111VT�D IlJIlDIldIlIl+ PIl" Ila Il���DIlIl�TQR QJ/ i1V1T�lY'11TL\ WALLS W/ STUCCO OR PLASTER H/360 3-8d per support STATE LAW PROHIBITS ANY PERSON FROM ALTERING COMM"AV 11 �l jj 11 1/ l�] Z1 FIN. ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION, UNLESS IT EXT. WALLS - WIND LOADS / BRITTLE L/240 '' NOTE: NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" a.c. AT THE PANEL EDGE. IF WALL SHEATHING IS IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS 6 FIN NAILED E o.c. LE THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS ARE MADE THE LICENSED PROFESSIONAL scale 3/4" = 1 '-0" EXT. WALLS - WIND LOADS / L/120 SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH. MUST SIGN, SEAL, DATE AND DESCRIBE THE FLEXIBLE FIN. FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no,: 2011328 BRANCH DUCT HVAC SYMBOLS HVAC ABBREVIATIONS NUT lTYPJIACO AIR COOLED C IPFNSMG WIT SINGLE LME WcTiIDRC-AM AD ACCEM DOOR LOCK WA5HER(TYP) VOLUME DAMPER SIMILAR � ��FMiWHeo IT TO BUSKIN MODEL AH AIR HANDLING WE MD3510B DUCNGRC WTN ACOWTIG LANG APD AIR KE HO M DROP i BHP BRAKE HORbEPaJIER BOP BOTTOM CP PIPE BiW CC MR AMR W000 JOIST I/3W', 6" q C (COOLING GAIL APPLICATION) i i MINIMUM ® lWPPLAIR OR fi�MI DIBCH4W#1 LADLING COIL W CEBI�ET PER MINUTE CLINCH COLLAR DUCT UNDERNEGATIVEp�ed1FE DB DRY BULB (FETJRM.E%HAUeT OR OIJT&DEAIR) DDMA DBOREUCTDRN Dx EIT MRJISH&JFPLEMENTARY STEEL �c EA ET AIR T DfPA481QJ WLUME DAMPER AND CONNECT To BUILDING MAIN DUCT EAT ENTERMG AIR TEMPERATURE eTRJCTME SUBMIT DETAILS FOR A, ,,, SPLITTER DAMPER FL E�VATION APPROVAL. AG WIi T SUPPLY NOTES =t: «, FIFE DAMPERW ACCESS DOOR FD PC FIRE ID LAMPER111 ECTION(DUCT) 2.1 MIN.CLEARANCE AIR FLOW I.USE FOR SYMBOL �WANTI P/ PAC PEER VTY W BRANCH DUCT AIR yr THE TY civ MOTORZED DAMPER LA PACE VELOCITY ALUMNUM DRIP PAN WTH W RETURN/EXHAUST IS LESS THAN 25% OF THE LAT LEAVING AIR TEMPERANRE OVERHANG,r'uP.SEAL wAtER RM 4AIR FLOW TOtA AIR FLOW. LBS MANWA TIGHT. TTPE'A"AIR DEVICE FFR PIMMUCT RI 2. DEPTH AT W 'MU5T BE AT R PIPEIDUCT RISE LEAST 2" LESS THAN DEPTH c� AeO DiM BWPPLY AIR TT TH�v5TAT LI=ITECT MNEOR CONNEGT TD AT W. W/ TEMPERATURE Lltlll-TELT PANEL 3�CPM �iEM¢jAJST AIR W/O WITN ,_mow LLB WITHWT ieRATIM ML R TOTOR L D_ WPD WIRE MESH BCF£EN IND TYPE THEMED WTM RECTANGULAR DUCT ANGULAR VA D E�� x (PI�PIx)EXOTNG . FLECTION LOCKWASHERMUT AeSEHBLY (TYR,FOR 4 EACH WITJ 2 TAP W/ HORIZONTAL DAMPER DETAILS FOR SUSPENDING AC UNIT M _ � NOT TO SCALE RaDlueE ece 1 NOT TO SCALE vERI'IGAL Durr ORP seal: M - 1 WELD OR BOLT E EU AHS i GAUGE KITCHEN WOOD JOIST UNISTRUT OR KINDOR PERF-CHANNEL { r ICaL Duct RISE GALVANISED LLR70D DECK 5W 3 SHEETMETAL EXHAUST DUCT FAN (SEE ^T S.S. COVER PANEL AT SPECS) a— — F 191.E DUCT CONNECTOR 3-FACING SIDES BY HOOD WOOD JOIST MFR NOMINAL 24" HIGH. IT IS Q THERMaeTAr -1 THE RE8PON9IBITY OF THE STEEL ANGLE BRACKET WITH — — RIMM MOT,PIPE A EDUIFMENT yr t s,u`3 hy, CONTRACTOR TO VERIFY METAL BAND `F °F N'w yO THAT THE COVER PANELS NUT,WASHERS AND LOCK WASHER — —� ARE HIGH ENOUGH TO HIDE METAL BAND VISIM MCT,PIPE ETC BOLTED TO JOIST _ _ _ EkIetMG MCT,PIPE,ETC,TO BE DEMOLISHED DUCTWORK ------ NEW PIPE WiH DIfd=CibN OF RqU 8"xB" DUCT COLLAR TO KITCHEN EXHAUST HANGER STRAP MINER GlAY:E9 DUCT (SEE PLANS) PROVIDE ALL REQ'D Jam~ PIPE DROP Qi a-14-e4 RM HANGER PI HARDWARE FOR �--F— PERM MOUNTING HOOD WARD ASSOCIATES LOAD RATED REMOVEABLE FASTENER DUCT cvxcENTRIc r�DuwR GREASE CUP SELF TAPPING ---p— Landscape Architects, ScREWS Architects, Engineers 100% VAPORPROOF UJ-. LISTED INCANDESCENT 1500 Lakeland Avenue LIGHT FIXTURE. (TYP. of v Bohemia, N.Y. 11716 8'x8' EXHAUS a� FOR DUCTS LOW PRESSURE QUiPM1~17 N07ES: `coNNECTION BAND OF SAME " RECTANGULAR (631)563-4800 1e OVER 49 WIDE 51ZE AS HANGER TURN UNDERDUCT < DUCT A. AIR OUTLETS 45 West Main Street S.S. BACKSPLASH STRAP 120VAPH/6014Z PROVIDED BY FASTEN 1. CD: ® - SUPPLY AIR CEILING DIFFUSERS (CO), "NAILOR" MODEL RNS, STEEL, WITH little Falls,New York 11716 POWER SUPPLY HOOD MFR ROUND NECK, REMOVABLE CORE AND OPPOSED BLADE DAMPER. FOR LIGHTS KITCHEN EQUIPMENT ROUND 36" DIA, 2- CD: ® - SUPPLY AIR CEILING DIFFUSERS (CD), "NAILOR" MODEL 65001., STEEL, WITH (315)823-4384 DUCT MAX. SQUARE NECK, REMOVABLE CORE AND OPPOSED BLADE DAMPER 3. TR, BR CR: ® - SUPPLY AIR TOP (TR), BOTTOM (BR) AND CEILING (CR) REGISTERS, STEEL project title: iO• "NAILOR" MODEL ° (o1DVO, DOUBLE DEFLECTION WITH OPPOSED BLADE DAMPER. KITCHEN WALL STYLE CANOPY P Y H 0 0 D DETAIL METH 0 D 0 F HANGING D U C T W 0 R K 4. TR BR CR: 0 - RETURN/EXHAUST AIR TOP (TR), BOTTOM CBR) AND CEILING (CR) REGISTERS, PROPOSED 3 STEEL "NAILOR" MODEL 0 6145HO, FIXED 45' ANGLE BLADES WITH OPPOSED BLADE DAMPER ADDITIONS 1/`2" = 1•_0^ 5. L56: ® - SUPPLY AIR LINEAR SLOT DIFFUSER SEE DRAWINGS FOR SIZES, EXTRUDED ALUMINUM, to the M _ 1 NO Ea q NOT TO SCALE FLANGE TYPE, DUCT MOUNTED CHORD OPERATED DAMPER, NG I. REFER TO EQUIPMENT NOTES FOR SPECIFICATIONS. M — I LOBO EQUAL TO "NAILOR" 5000 SERIES. T 30. PROVIDE PLENUM BOX. 6. EXCEPT AS OTHERWISE NOTED, PROVIDE PLENUM BOX, MODEL 5310EL RESIDENCE T. WHERE INDICATED ON DRAWINGS, PROVIDE FABRICATED PLENUM AIR COOLED CONDENSING UNIT SCHEDULE BOXES (SHOP), IN ACCORDANCE WITH SMACNA STANDARDS. 8. CEILING DIFFUSERS (CD) SHALL BE 12x12" UNLESS OTHERW15E NOTED UNIT CONDENSER CT CONDENSER COIL ELECTRICAL DATA DIMENSION (IN.) WEIGHT MANUFACTURER MODEL t EER REMARKS LOCATION SERVICE 9. BORDER AND FRAME: NO. MBH rF) TEMP.(P) PA., SOFT CFM al V/PH/HZ MCA MOCP ACC/I SEE PLANS AHA 390 95 45 15.4 3190 2 20B/I/60 24 40 43z31x2� 300 RUUD UAPA-042JA 11.0 a. TO MATCH CEILING CONSTRUCTION. dORIENT, N.Y. b. COORDINATE WITH GENERAL CONTRACTOR drawing title: ACC/2 SEE PLANS AH/2 28b 95 45 I5.6 2355 1 206/1/60 18 30 43x31x2'1 260 RUUD UAPA-030JA 11.0 10. FINISH: BAKED ENAMEL, WHITE. DIRECT EXPANSION COOLING AIR HANDLING UNIT SCHEDULE 11. FINAL DIFFUSER LOCATION AS PER ARCHITECTURAL REFLECTED CEILING PLAN. DIMEN51ON (IN.) WEIGHT MODEL t 12. NAILOR AS STANDARD APPROVED EQUAL : TITUS, ANEMOSTAT. b,Ii 9 'A T T UNIT SUPPLY FAN DATA COOLING ELECTRICAL DATA MANUFACTURER EER REMARKS 1VllIIdQ.IIIIr�1�IIQA��IId NO LOCATION SERVICE cRaM ESP TYPE ENB Ai J LpB Fu)TMBH SMBH � R V/PN/HZ LxWxH (LBS) SIZE AH/I ATTIC IST FLOOR 1500 0.T FC 80 &i Sr, 54 39.0 285 I/3 900 208/1/60 35x22x2i 110 p.IUD UBHG-21J 11.0 2-SPEED MOTOR B. KITCHEN HOOD AH/2 ATTIC 2ND FLOOR 1050 0.5 FG 80 6T 5B 51 28b 20b I/4 900 208/1/60 35x22x1T 100 RJUD UBHC-"J ILO 2-SPEED MOTOR I. PROVIDE KITCHEN EXHAUST HOOD A9 SHOWN ON DRAWINGS AND IN (� TIT�T1 ACCORDANCE WIITH THE CONTRACT SPECIFICATIONS: aTQD`II"IIII its 1JY11�PIl�F�IIII��, oT s: a 16 GA.SEAMS 04 SIS. CONSTRUCTION WITH CONTINUOUSLY WELDED EXTERNAL AIIDIIDIlUIIa'WrIIA�IlTIIQDlaTg9 I. ACCESSORIES: b. DIMENSIONS,. 60"Lx30"Wx24"H �IIIIaIIDIlJIIdIId� a. THROWAWAY FILTERS c. VERTICAL STAMPED RI55 a b. CONTROL PACKAGE INCLUDING d. DUCT COLLAR PROGRAMMABLE THERMOSTAT e. RECESSED GLOBE INCANDESCANT LIGHTS F. ON/OFF LIGHT SWITCH g. INSULATED 6TAINLESS STEEL BACK5PLASH FAN SCHEDULE h1.FILTER EQUAL REMOVAL drawn by: checked by: O GREENHECK,MODEL GHEW J. ENCLOSURE. PANELS (TO SPAN BETWEEN) HOOD AND CEILING JD LMF • date; scale: E.S.P. CFM WHEEL SONES ELECTRICAL REQUIREMENTS DIMENSION, IN. WEIGHT AS NOTED FFANN SERVICE LOCATION NPE (1N' (STANDARD FRPM WHEEL DIAMETER (dD) LxWxH ) (LBS.) MANUFACTURER MODEL N0. REMARKS I- B-(JAI•W.G.) AIR) (IN.) WATT RPM VOLT/PH/HZ (DIA.xDEPTH drawing number: KITCHEN HOOD OUTDOOR SIDEWALL 0.5 200 1550 FC 8 7.6 1/20 1550 115/1/60 21x14 40 GREENHECK CW-080-D II \/al I O WALL 111SSS VVV 1.1.1.1.1.1. OF NOTES I. IN-LINE CABINET FAN: L (CONTINUED) 2. 51DEWALL EXHAUST FAN: 2. SIDEWALL EXHAUST FAN (CONTINUED) a.GALVANIZED STEEL CONSTRUCTION e. MANUAL STARTER W/PILOT LIGHT a. HEAVY GAUGE ALUr'1INUM HOUSING d. UNIT MOUNTED DISCONNECT SWITCH b. DOUBLE WIDTH FORWARD CURVED WHEEL F. REMOVABLE ACCESS DOOR WINDBAND AND WHEEL CONSTRUC`FION e. WALL MOUNTING BRACKET c.THERMALLY PROTECTED MOTOR g.F/4: PROVIDE HUMIDISTAT, INTERLOCK c. DIRECT DRIVE f. MANUAL STARTER W/PILOT LIGHT STATE ANYTHING ON THIS DRAWING ANDTHE LAW PROHIBITS ANY PERSON FROM ALTERING d. INTERNAL ACOUSTIC LINING WITH FAN START CONTROLS, TO c. PILLOW BLOCK BEARINGS, g. SOLID STATE SPEED CONTROLLR ACCOMPANYING SPECIFICATION. UNLESS IT EN MAINTAIN 60% SPACE RELATIVE HUMIDITY SETPOINT 100000 NRS (LIO) IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref, no,: 200338 U10Ii I- 3/4' HHWS/R 0 DN ISI �,- - - - -- _ - 8 LB ! VL. h12x3t� LOS, � . A E- - - - - _- - 1 - _' . . - - - --_ r - - II � < , - , - x = rix � _ , — -- 'I f - ljl �(<L� tvru I-n . � a� L i I � DP LINE YPG �rt � v .- ,�'� � T cR� =, Sx4NK T"q x (150) � > ---- `. - T' m 20x10 0x6NK ! LBS -- seal: CONDENSATE - _�-. - GD - =-u L _m 1280) NKLIC,f^.,Aic"i I;'" ,_ •.� -�I 12xANK C -- -"" 12x12 FACE ! 18x6 (1207 DRIP PAN--- �- -- I TYPICAL . 6x6 NK " - E, = L� � L : 300) y. L �/I C:! SEE DETA S 150) ! "I IYe"RS�X"RL F `� Ye'RB/Y�"RL _ _-- UP DN Ye''RS,Yz"RL - xI TO -II s> reese 8 40K `u 12x10 Y �I'TO ANT .` LERAINAGE-O PIPE SROOF GUTTER AGC _—..- --_ --_---- - __ L_ :...-:_—,__ ..,..I \qrF LESOF NEIN ,F r 2 / 20x3 (120) o TGDN IDX __ TRP OF: C _ - _- �� IL I l _ _— -- - TO AH/h_n �r�� aw�x cNaNc,�e _ _ v Q b-H-01 IVI ! Q (! '� 9\ -- �f1 - 3/4 HHWS/R Qj BLDG.DEPT.lAFIMENTB _ _ G �] X , ! J\f - - - - -- -- - - - - - LBS I',lVIv-I - � DH HORIZONTAL OC E - - _ - ----_ -- --_—-- I 3N F l - 4 !m m3 x �- - - ASS I rl ! L - 9 S _ _ _ � Acc TouNTeo ar Landscape Arch efts, '� — — — - - " - - -- — — ["� ASE OF KITCHEN ArChIFeCtS, Engineers --"� BOTTOM ff l /BIG ILLWORK9TYP IBx24NK �y_ .I J� OR 2J 6 LBS OF GRILLE y` ISM Lakeland Avenue 0 I f'I, DN -- 1 x3NK 112 AFF L�� �= Bohemia, N.Y. 1 716 - )r:r l � N Nc, '� FOR 1 Ye"Rs�ie RL (631)563-4800 - -. l.l'I C� r I- REFER PIPING �LB NK _ .__ U'+ P ! C✓ u ;711�IIi��Ci IIS �C)P'1 1;-a ��K II,- r- HORIZONTAL _ ,-_ TO r, �;" CONTINUATION a - GHARC'E _ 45 West Main Sheet __ _ --i, r [� -" 2�4- - �l HTR LJttIeFalls,Now York 11716 BASEMENT PLAN (100) I,' I _ 315 � I ( ) 823.4384 HO�jRIZ NT�AL i .. - J �, project title: (100) I�%� DISCHARGE �! - .-. - (100) 12x5NK ! L._._._._._._._._._._._._._._. �� � _ — J � (140) I � PROPOSED i9 - - __ �- RADIA CONTINUOUS 20x4 4 ,� I— ADDITIONS 1 I = �l�Ul I - � �E` 12x3NK RADIATOR /I ') I �I�. �- (r it � - ---- T'- (80) ENICLOSURE l to the �R Ii i7 _ � e^ l I + 3/4' HHWS 8x8 DP 1 �� 'I F LOBO _ __ _.__�_ ON 3/4" HHWR I CONNECT O .Q. ,;�( I 3 RESIDENCE _, DN ® 2'-0" L - KITCHEN H oo�"' - C�1 L---------------------------_._._._.-,_ _ - -- �,.I_I CONTINUOU - S� -- J.. ' L@� RADIATOR ' ,\7I &812 - FNIM'JmJ 1I'Fu iN�l"I15'1L.N, _ -- — :+ - ENCLOSURES i�? LBS /4," HHWR ' NN _ _KITCHEN HOOD (120) — — — 3/4" HHWS SEE�QQIPMENT— — —� (120) FTR DN NOTES AND DETAIL. Dill III I I I COORDINATE ORIEM', N.Y. ' 1 2'-0" L WITH KITCHEN drawing EQUIPMENT. L�I g ffFle: REFER TO ARCHITECTURAL - DRAWINGS FOR EXACT DIMENSIONAL I yHIP 'vIlv n - - ➢dQaQD�T➢D REQUIREMENTS '.uooc' �>I�.c.�, �'� Il�IIdQDQDIln P.ir➢� ATS n Tn , 1V11 QallIIF111Q llQaF �IId ! --II I II IlDIl A Tg IILi' �11 drawn by: checked by: g ➢➢ QaQD10T ➢D Il� IldQDQDIln 11II ➢aQAIlIIAiQTIIQaAIld IlDIldA Il� IIIl°ngPIC Il+ IIdQDQDIlu JD LMF IM33CH-RA ECAA1 RDI A17 date: scale: 1-15-m4 A5 NOTED scale T/4"=1'-0" drawing number. I OF Dat O STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A UCENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION, ref. no.: 200338 uin UP 3/4 HH 3/4' HHWS/R U UP P J� 55) —(55 I 6 I I L.. . F.LJ I - - - j III , , seal: � . . .. ' �. �YCi 1 � � `k M. r 5/4" HHWS/R - CONNECT TO� B BA 2x4 EXISTING HEATING \ VD UP WATER SYSTEM b sf ss5a9 . _ (120 q�F 40 �1. 100 EXiT TNG. GL`-`•<`'/�,C.z,-_ / .�\ 15%6 12x4 — J Q OLLNERLHMGEB UP _ UP VD L - b WARD ASSOCIATES nzo�l Landscape Architects, Architects, Engineers - f9 ) 1500 Lakeland Avenue Bohemia, N.Y. 11716 VD 20X3 v 3/4" HHWS/R \_ UF' CONNECT TO (631)x-4800 EXISTING HEATING 12x3 -- ;� --- — f•G---•=-- �-Y— �""—�--, - WATER SYSTEM 45 West Main Sheet UP 20X20 Llttie Falls,New York 11716 100 FC _ _ - 20x20 20x4 (315) 823-4384 R 10 y VD UP "/e"RL n(60) 1 (140) UP / 18x10 ! Mx10 project title: FOR bD VD '"/ --- F�--- - - -',�� \ -- -- .. 3/4" HHWS/R PROPOSED CONTINUATION OF _ 150)RS/RL PIPING i VDb 6b I8xl0 `_ UPADDITIONS REFER TOFIR5T PIPEFLOOR PLAN ` bb CONDEN55ATE TO , tO the AH NEAREST WASTE LT 20x4 LOBO U1. rd 3I VIIA FUNNELECT uPRESIDENCE uPBA DRAIN wSTEEL ANGLE CI40_ _EQUIPMENT _- - _ _ CONDENSATE -�� PUMP -EQUAL 70 TECUNSEH-LITTLE UP UP3 ,I 480)6 - - -IY"R3 5/e'RL G,IANT MODEL 1 3/4" HHWS/R IiU, L .i ;11111. x-dGM-15UL I ,I CONNECT TO - - -� ORIENT, N.Y. EXISTING HEATING 3/4" HHWS b j lI WATER SYSTEM UP I drawing title: (120) , 3/4!' HHW 3/4" HHWS 3/4' HHWR Qa11`elldlldLllllU -,_ ,;moi 1 ����i L_ _ __ U / O 12x3 UP UP IJP DTII➢➢QAIIIIANTIIQAARA MOOR IIDIIdA'T , -- — drawn by: checked by: JD LMF date: scale: H' X, — — �M; l 1-15-m4 AS NOTED drawingnumber: — � — QA ➢� IIdIIaE� Ila DII ➢� QAIIII � IOTIIQA .� If� IID ➢d =� 10T -- JSVf� o DOF STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200328 PROPOSED ADDITIONS to the LOBO RESIDENCE GENERAL CONSTRUCTION PLUMBING ELECTRICAL 1. GENERAL - FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANS, TOOLS, AND SERVICES NECESSARY AND REQUIRED 1. GENERAL - FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANS, TOOLS, AND SERVICES NECESSARY AND REQUIRED 1 GENERAL FOR PROPER AND COMPLETE INSTALLATION OF THE PLUMBING SYSTEMS AND RELATED WORK TO INCLUDE BUT NOT FOR PROPER AND COMPLETE INSTALLATION OF ALL ELECTRICAL SYSTEMS AND RELATED WORK TO INCLUDE, BUT NOT PROJECT INCLUDES THE REMOVAL / PARTIAL DEMOLITION AND CONSTRUCTION OF ADDITIONS TO AN EXISTING BE LIMITED TO, WATER SUPPLY AND DISTRIBUTION PIPING, DRAINAGE PIPING, PLUMBING FIXTURES, VALVES, TRAPS, BE LIMITED TO. INSTALLATIONS OF NEW WIRING, CIRCUITS, LIGHTING, EQUIPMENT CONNECTIONS, DISTRIBUTION AND RESIDENCE INCLUDING BUT NOT LIMITED TO EXCAVATION, FOUNDATIONS, UTILITIES, FRAMING, INSULATION, WINDOWS WASTE AND VENT PIPING, INCLUDING ALL THEIR RESPECTIVE CONNECTIONS, DEVICES, APPURTENANCES WITHIN THE PROTECTION EQUIPMENT, APPLIANCE CONNECTIONS, AND CONNECTION OF ALL DEVICES WITHIN THE SCOPE OF WORK AS AND DOORS, FINISHES, SIDING, ROOFING, PLUMBING, HVAC AND ELECTRICAL SYSTEMS, LANDSCAPING AND PAVEMENTS BUILDING LINES OF THE PREMISES. PLUMBING FIXTURES TO INCLUDE, BUT NOT BE LIMITED TO: SINKS, HOSE SHOWN ON THE APPLICABLE DRAWINGS AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT. CONTRACTOR SHALL OBTAIN ALL PERMITS, UL CERTIFICATES AND FINAL C.O. BIBBS AND WASHING MACHINE, DISHWASHER CONNECTIONS. 2 CODES ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE AND THE NATIONAL 2. CONCRETE - 3500 PSI AT 28 DAYS ASTM 94 READY-MIXED CONCRETE. 2 CODES - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CODE(5) HAVING JURISTICTION ELECTRIC CODE (NEC), LATEST EDITION. 3. STEEL BAR REINFORCING - ASTM 615 WELDED WIRE FABRIC - ASTM A-185, 3. PIPING - COLD/HOT WATER AND PIPING FOR AIR HANDLERS - TYPE L COPPER TUBING (ANSI H231) WITH SOLDER 3. SERVICE ENTRANCE & EQUIPMENT - EXISTING. ADD CIRCUITS TO EXISTING PANEL FOR NEW EQUIPMENT. 4, STRUCTURAL STEEL - (LINTELS, PLATE, GIRDERSETC.) TO BE ASTM A-572 GRADE PRIME PAINTED. S. VAPOR BARRIER - ASTM E-96 POLYETHYLENE FILM 6 MIL THICK WITH TAPED SEAMS. TYPE FITTINGS AND JOINTS MADE WITH 95/5 SOFT METAL SOLDER. BELOW GROUND PIPING TO BE TYPE K COPPER 4. CIRCUIT BREAKERS - SINGLE POLE 15 AND 20 AMPERE CIRCUIT BREAKERS SHALL BE UL LISTED AS "SWITCHING 6 LUMBER TUBING. RISERS AND MAINS TO BE 3/4 INCH, ALL BRANCH LINES TO FIXTURES TO BE 1/2 INCH, PROVIDE SHUT BREAKERS" AT 120 V A.C. AND CARRY THE SWD MARKINGS, CIRCUIT BREAKERS SHALL BE UL LISTED. SINGLE POLE A. DOUGLAS FIR NO. 1 GRADE WITH BASE Fb = 1000 PSI AND E = 1,700,000, 19% M C max. OFF AND DRAIN VALVE IN THE CRAWL SPACE FOR EACH RISER AND PROVIDE VALVE TAG IDENTIFICATION PBREAKERS ROVIDED AT THANDLE HE PANEL FIES NOT ACCEPTABLE E ALL CIRCUIT BREAKERS SHALL BE MARKED AND A PANEL SCHEDULE B PLYWOOD 4. DRAINAGE PIPING - BELOW GROUND SANITARY PIPING SHALL BE CAST IRON SOIL PIPE (ASTM-A-14), SERVICE WEIGHT. COPY TO 1) SUBFLOOR - 3/4" TH,, C-D INTERIOR APA WITH EXTERIOR GLUE (PL-PREMIUM GLUE DOWN WITH NAILING) PROVIDE CONNECTION TO THE EXISTING SANITARY SYSTEM. 5. TELEPHONE OUTLETS - PROVIDE TWO SEPARATE TELEPHONE LINES, 2) WALL SHEATHING - 5/8" EXTERIOR GRADE APA, FIR PLYWOOD 5. SANITARY VENT PIPING - PVC PIPE AND FITTINGS OR AS REQUIRED BY LOCAL CODE. 6, CABLE & WIRING 3 ROOF SHEATHING - 24/0, 3/4 TH., C-D EXTERIOR APA, FIR PLYWOOD. 6. FLASHING - FLASHING MATERIALS TO BE 16 OZ. COPPER MIN. A. BRANCH CIRCUITS (INTERIOR) - TYPE NM OR NMC 4 CARPET & TILE SUBFLOORS - 3/4 TH. C-D EXTERIOR APA. (PL-PREMIUM GLUE DOWN WITH NAILING) WITH 7, HOSE BIB - HOSE SIRES TO BE NON-FREEZE TYPE WITH INTERIOR SHUT-OFF VALVE. B. SERVICE ENTRANCE (DIRECT BURIAL) - TYPE USE UNDERLAYMENT - 1/4" AC PLYWOOD (FIR). B. PLUMBING FIXTURES - CONTRACTOR TO PROVIDE ALL ROUGHING, VALVES, FITTINGS, ETC. FOR COMPLETE JOB. ALL C. FEEDERS - TYPE NEM, NMC, OR SEC C. CONNECTORS - SIMPSON STRONG-TIE OR EQUAL, ALL TO BE HOT DIP HEAVY GALVANIZED FIXTURES SHALL BE KOHLER IN COLOR AS SELECTED BY THE OWNER. ALL FITTINGS SHALL BE NICKEL FINISH. D. UNDERGROUND DISTRIBUTION (DIRECT BURIAL) - TYPE OF - (NIC) D. SILLS, DECK FRAMING AND POSTS - SOUTHERN YELLOW PINE #2 OR BETTER, ACO TREATED ( 40 PCF) - KITCHEN SINK SHALL BE MODEL K-3268-3 BALLAD KITCHEN SINK WITH CUTTING BOARD, WIRE RINSE BASKET, E CONDUCTORS TO BE COPPER KDAT BOTTOM BASIN RACK, SINK STRAINER AND CORALAIS SINGLE HANLE FAUCET WITH PULL OUT SPRAY K-15162. F. INSULATION (600 VOLT) #10 AWG AND SMALLER - THWN/THHN, #8 AWG AND LARGER - THE, THWN, E. SOFFITS: 3/8" EXT. GRADE A-C PLYWOOD APA. PRE-STAIN ALL SURFACES WITH SOLID STAIN TO MATCH SIDING. 7. ROOFING - GAF TIMBERLINE ULTRA WITH TIMBERTEX RIDGE MATERIAL, ICE AND WATER-SHIELD AT VALLEYS/EAVES. 9. VALVES - VALVES TO IT BRASS/BRONZE BODY - 125 PSIG. ALL VERTICAL SUPPLY RISERS AND BRANCH LINES G. NEUTRAL (PVC FOR AL OR OF CABLES). 8. LEADERS & GUTTERS - 6" COMMERCIAL ALUMINUM GUTTERS AND LEADERS, COLOR SHALL BE AS SELECTED. PROVIDE SHALL BE PROVIDED WITH DRAIN TEES AND SHUTOFF VALVES AT CRAWL SPACES. NEUTRAL WIRE SHALL HAVE A WHITE OUTER COVERING THROUGHOUT SYSTEM. EQUIPMENT GROUND WIRE SHALL 10. CLEANOUTS - CLEANOUTS TO BE FULL SIZE OF PIPE WITH THREADED BRASS SCREW PLUGS HAVE A GREEN OUTER COVERING THROUGHOUT SYSTEM. MARK CABLES OR WIRE WITHOUT COLOR CODED JACKETS CONTINUOUS LEAF GUARDS AND ROOF HANGERS AT 30" MAXIMUM. WITH NON-FADING COLOR CODED TAPE AT TERMINATIONS AND OTHER ACCESSIBLE LOCATIONS. 11. PLATES - PLATES FOR FINISHED SPACES TO BE CHROME PLATED SPLIT BRASS. 7, RACEWAY - RACEWAY TO BE RIGID, METAL CONDUIT OR SCHEDULE 40 PVC WHERE PERMITTED BY CODE 9. SHEEP METAL FLASHINGS & ROOFING - SHALL BE 16 OUNCE COPPER AT ALL ROOF PENETRATIONS AND WALL/ROOF 12. PIPE INSULATION - PIPE INSULATION TO BE CELLULAR FOAM OF THICKNESS REQUIRED BY THE NEW YORK STATE ENERGY ( )' INTERSECTIONS, AND ROOFING CONSERVATION CONSTRUCTION CODE; PROVIDE ON ALL INTERIOR COLD AND HOT WATER AND AIR HANDLER PIPING. 8. OUTLET BOXES - OUTLET BOXES IN DRY CONCEALED LOCATIONS FOR WOOD FRAME CONSTRUCTION TO BE PVC WALL 10, TERMITE SHIELDS - SHALL BE .019" ALUM. WITH SEALANT JOINTS AT LAPS AND BOLT PENETRATIONS. BOXES AND NORYL CEILING BOXES IN EXPOSED LOCATIONS USE 4" SQUARE CAST ALUMINUM BOXES AND FINISHED 11. PROVIDE SILL SEALER (POLYETHYLENE) UNDER ACQ SILL PLATES. 13. CIRCULATORS - CIRCULATOR, ONE FOR EACH HEATING ZONE, ONE FOR THE WATER HEATER TO BE B & G, SERIES 10, WEATHERPROOF COVERS, SIZED FOR APPROPRIATE GPM WITH SETTLEABLE FLOW CHECK. PIPE SIZE 1 INCH. SEALS TO BE SUITABLE FOR g, SWITCHES - SWITCHES, PRESSURE-SENSITIVE TYPE, 15 AMP, 120/277 VOLT, BACK AND SIDE WIRED SINGLE POLE, 12. FASCIA & WOOD TRIM - AZEK OR CLEAR CEDAR, 5/4 x 8 FASCIAS, 1 x 3 TRIM, 5/4 x 4 CASING, 5/4 x 8 FRIEZE AND GLYCOL SOLUTION. CONNECT PIPING TO AIR HANDLER AND BOILER. DOUBLE POLE, THREE-WAY AND DIMMER TYPE AS REQUIRED, DECORA TYPE. OTHER TRIM AS SHOWN. ON THE ELEVATIONS. BACKPRIME AND PRE-STAIN ALL EXTERIOR WOOD. 14. MANUALS - CONTRACTOR TO PROVIDE ALL PRODUCT LITERATURE, WARRANTIES, AND INSTRUCTION TO OWNER. 13. SIDING - "CEDAR IMPRESSIONS" IN COLOR SELECTED BY OWNER (BASE BID). CLEAR CEDAR SHINGLES (ALTERNATE BID) 15, CLEANUP - CONTRACTOR TO CLEAN UP AND DISPOSE OF DAILY, ALL HIS TRADE RELATED DEBRIS AND WASTE 10. EQUIPMENT WIRING - PROVIDE AND INSTALL ALL LINE VOLTAGE WIRING FOR EQUIPMENT BY OTHER TRADES. - "R&R". PRE-STAINED WITH SOLID STAIN.(CABOT'S, BENJAMIN MOORE, OLYMPIC)- INSTALL SIDING OVER TYVEK MATERIALS. 11. DUPLEX RECEPTACLES - PROVIDE 15 AMP 125 VOLT BACK AND SIDE WIRED DUPLEX RECEPTACLES ON ALL HOUSEWRAP WITH TAPED SEAMS MULTI-RECEPTACLE 15 AND 20 AMPERE CIRCUITS. PROVIDE 200 AMP 125 VOLT BACK AND SIDE WIRED DUPLEX 14, WALL BASE - 1 " x 6" HEIGHT CLEAR PINE WITH OGEE TOP EDGE AND SHOE. RECEPTACLE ON ALL SINGLE RECEPTACLE 20 AMPERE CIRCUITS. GROUND FAULT CIRCUIT INTERRUPTING - 20 AMP 125 15, WOOD STAIR BALUSTRADE - MORGAN "EASTERN POINT" MODEL 857, NEWEL POSTS / CAP, WOOD VOLT WITH INDICATOR. REPLACE ALL EXISTING OUTLETS AND PLATES. ALL DECORA TYPE. GAURDRAIL AND BALUSTRADES. ALL OAK. 12. PLATES - PROVIDE PLATES FOR ALL OUTLET BOXES (RECEPTACLES, SWITCH, TELEPHONE, BLANK OR COMBINATION). 16. INSULATION - FIBERGLASS & RIGID INSULATION BATTS WITH VAPOR BARRIER BY OWENS-CORNING SMOOTH PLASTIC UREA (WHITE COLOR) UNLESS INDICATED OTHERWISE MULTI-GANG SWITCHES, RECEPTACLES, ETC. THICKNESS AS FOLLOWS: SHALL BE IN A COMMON, ONE-PIECE PLATE. DECORA TYPE. A, 12" R-38 - WEEN RAFTERS (VENT SPACE ABOVE) 12" ABOVE ATTIC CEILING (FLAT AREAS) 13. BATHROOM VENT UNIT - BEGAN SENSAIRE MODEL NO MHSI20L, 120 CFM, MOTION AND HUMIDITY SENSING UNITS B. 6" (({{R-19 - EXTBETERIOR WALLS (16" WIDTH) PROVIDE COMPLETE WITH LIGHTING, BATTERIES, DUCT KITS AND SOFFIT/WALL VENTS, COLOR TO MATCH ROOFING. C. 4'" (R-11) - BETWEEN ADJACENT ROOMS - HORIZONTAL AND VERTICAL, UNFACED. 14. LIGHTING FIXTURES - LIGHTING FIXTURES TO BE HALO (HIGH HATS) OTHER FIXTURES AS SELECTED BY OWNER. PROVIDE D. 6"" R-19 - FIRST FLOOR CEILINGS E. 8 R-30 - BETWEEN BASEMENT AND FIRST FLOOR. R-30C IN CATHEDRAL CEILINGS. ALLOWANCE OF $2000 FOR LIGHTING FIXTURES. HI-HATS ARE TO BE INCLUDED IN BASE BID. F. 2" (R-10) - EXTRUDED POLYSTYRENE RIGID INSULATION, R-10 MIN, MASTIC APPLICATION. 15. SECURITY , CARBON MONOXIDE & FIRE PROTECTION SYSTEM. 17. DOORS AND WINDOWS HVAC A. FIRE AND SMOKE DETECTORS SHALL BE PROVIDED IN EACH HABITABLE SPACE AND ON ALL LEVELS. A. INTERIOR DOORS, SOLID FIR, 4 PANEL DOORS, STAIN/POLYURETHAINE FINISH AS SELECTED. DEVICES SHALL BE DIRECT CONNECT WITH LIGHTS AND BATTERY BACK-UP. 8. WINDOWS AND GLASS DOORS - ANDERSEN CO., ''STORMWATCH" PERMA-SHIELD HIGH PERFORMANCE, COLOR AS 1. GENERAL - FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANS, TOOLS AND SERVICES NECESSARY AND REQUIRED S. PROVIDE CARBON MONOXIDE DETECTION/ALARM SYSTEM AS PART OF TOTAL SYSTEM. SELECTED. ALL WITH SCREENS TO MATCH. PROVIDE EXTENSION JAMBS. MARINE GRADE WHITE EGRESS HARDWARE, FOR PROPER AND COMPLETE INSTALLATION OF ALL VENTILATING, AND AIR CONDITIONING SYSTEM AND RELATED WORK. 16. ELECTRICAL EQUIPMENT - ALL NECESSARY WIRING, SWITCHES, MOTORS, AND OTHER ELECTRICAL EQUIPMENT REQUIRED BY C. DOOR FRAMES - TO BE MADE UP FROM 5/4" PINE WITH INTEGRAL STOP AND BUILT- UP WOOD INTERIOR TRIM HVAC SYSTEMS WILL INCLUDE, BUT NOT BE LIMITED TO, AIR HANDLING, VENTING, DUCTWORK, AND ALL SYSTEM OTHER TRADES (WITH SPECIAL EMPHASIS ON THE HEATING AND AIR CONDITIONING SYSTEM AND KITCHEN EQUIPMENT) 5/4 x4 WITH EASED EDGE. MITER ALL CUTS. RELATED PIPING, VALVING, CONTROLS AND WIRING, ELECTRICAL COORDINATION WITH ELECTRICAL CONTRACTOR FOR LINE SHALL BE PROVIDED AS NECESSARY FOR A COMPLETE OPERATIONAL SYSTEM, AS SHOWN ON THE DRAWINGS AND D. EXTERIOR ENTRY DOOR AND SIDE LIGHTS, SOLID WOOD DOOR, PRE-HUNG. SIMPSON OR EQUAL, AS SELECTED BY VOLTAGE WIRING, AND ALL NECESSARY DEVICES FOR COMPLETE FULLY OPERATING SYSTEM AS SHOWN ON THE SPECIFIED. APPROPRIATE DRAWINGS. CABLES - COORDINATE TELEPHONE AND CABLE TV JACKS AND SECURITY CONNECTIONS B OWNER. CAULK EXTERIOR ALL AROUND DRIP CAP AND FLASHING AT HEAD (EXTERIOR). 2. CODES - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE(S). 17. C A RITYAND E SCHEDULED WITH THE 18. CAULKING - LEXCEL EXTERIOR; ACRYLIC LATEX INTERIOR. 3. COOLING SYSTEM - PROVIDE A TWO ZONE COOLING SYSTEM - EACH ZONE SHALL BE COMPLETE WITH DUCTWORK, AIR OWNER AND THE LOCAL UTILITY COMPANY. AS REQUISITE FOR FINAL ACCEPTANCE AND PAYMENT, DELIVER TO OWNER TWO 19. ADHESIVES - PL PREMIUM AS MANUFACTURED BY CONTECH BRANDS (TO BE USED IN ADHERING PLYWOOD SUBFLOOR HANDLER, AIR COOLED CONDENSING UNIT, REGISTERS, GRILLES, CONTROLS AND RELATED ACCESSORIES. EACH AIR C2) COPIES OF A CERTIFICATE FROM UL AND LOCAL AUTHORITY, SHOWING ACCEPTABILITY OF WORK DONE UNDER THIS CONTRACT. TO FLOOR JOISTS), HANDLER IS TO HAVE A DIRCT EXPANSION (DX) REFRIGERANT COIL. CONTRACTOR TO PROVIDE FABRICATION DRAWINGS 18. POWER INTERRUPTIONS - ALL REQUIRED POWER, TELEPHONE, AND CABLE TV INTERRUPTIONS SHALL OPERATIONAL CHECKS 20. HARDWARE OF SUPPLY AND RETURN DUCTS, INCLUDING SIZING,ROUTING AND SUPPORT TO SATISFY THE REQUIREMENTS OF EACH A. LOCKSETS - SCHLAGE LEVER TYPE. FUNCTION TO MATCH SPACE UTILIZATION. FINISH AS SELECTED. ZONE. NO WORK SHALL PROCEED WITHOUT THE APPROVAL OF THE FABRICATION DRAWINGS BY THE ARCHITECT. WITH-THE RESPECTIVE COMPANIES. B. HINGES - HAGER, STANLEY OR EQUAL - BALL TYPE FINIALS, REMOVABLE PINS. 4. THERMOSTATS - THERMOSTATS TO BE DAY/NIGHT SET BACK, DIGITAL, ELECTRONIC TYPE WITH 19. tdANUALS - CONTRACTOR TO PROVIDE ALL PRODUCT LITERATURE, WARRANTIES, AND INSTRUCTION TO OWNER, C. MISCELLANEOUS - STANLEY (CAB. PULLS, ETC.). CLOCK. CONTROL WIRING BY HVAC CONTRACTOR. 20. GROUND RODS - GROUND RODS SHALL BE 5/8" DIA. BY 8' LONG COPPER WELD AND SHALL MEET ALL THE REQUIREMENTS D. STOPS - FLUSH BOLTS, PULLS, BUMPERS - IVES. 5. DUCT WORK - DUCT WORK TO BE FABRICATED IN ACCORDANCE WITH SMACNA STANDARDS INCLUDING TRANSITIONS, AND PROVISIONS OF THE NEC. 21. GYPSUM BOARD BENDS, TAKE-OFFS, ETC., DESIGNED FOR MINIMUM STATIC LOSSES. DUCT MATERIAL TO BE GALVANIZED SHEET METAL. 21. CLEANUP - CONTRACTOR TO CLEAN UP AND DISPOSE OF DAILY, ALL HIS TRADE RELATED DEBRIS Q�-"'I A. INTERIOR WALLS AND CEILINGS, 1/2" THICK, TAPE AND SPACKLE ALL JOINTS. UNLESS OTHERWISE NOTED ON THE DRAWINGS, SHEETMETAL SHALL BE OF 26 GAUGE UP TO 24 INCHES WIDE AND 24 AND WASTE MATERIALS. r � B BATHROOM WALLS AND CEILINGS, KITCHEN AND LAUNDRY ROOM BACKSPLASH AREAS , 1/2" THICK WR, TAPE AND GAUGE ABOVE 24 INCHES WIDE. SEAMS AND JOINTS SHALL BE SUCH THAT LEAKAGE IS NOT MORE THAN 3%. �- SPACKLE, WHERE NOTED DUCTS SHALL HAVE 1-INCH THICK RIGID FIBERGLASS ACOUSTICAL LINER HAVING AN ACRYLIC SURFACE C. WONDERBOARD FOR TUB SURROUNDS AND TILE SHOWERS, TREATMENT. ALL DUCTWORK SHALL HAVE A 2-THICK THERMAL INSULATION BLANKET HAVING A VAPOR BARRIER. UNDERWRITERS CERTIFICATE D. BOILER AREA CEILING, TYPE X, 5/8" THICK, TAPED AND SPACKLED. PORTIONS OF DUCT HAVING ACOUSTIC LINER SHALL IN ADDITION BE INSULATED WITH MINIMUM V THICK THERMAL COMPLY WITH ALL CODES OF REQUIRED 22. CERAMIC TILE FLOOR TILE & WALLBASE - AS SELECTED BY OWNER. PROVIDE $3000 LABBLANKET.OR AND MATERIAL ALLOWANCE. NEW YORK STATE &TOWN COD ES 23. CABINETS - CUSTOM QUALITY WITH COUNTER TOPS. UNITS SHALL INCLUDE VANITIES, KITCHEN CABINETS,STORAGE UNITS, 6. FILTERS - FILTERS SHALL BE MINIMUM 30% EFFICIENT, THROWAWAY TYPE. AS REQ RED AND CONDITIONS OF HALL DISPLAY BUILT- IN UNIT, PROVIDE BID FOR MATERIALS, FABRICATION AND INSTALLATION, 7. VOLUME DAMPER - WHERE SHOWN ON DRAWINGS AND AS REQUIRED FOR PROPER BALANCING, PROVIDE VOLUME ,1/PR��O,-I��IM NOTE DAMPER, OR OTHER APPROVED AIR BALANCING DEVICE, WITH INDICATING AND LOCKING QUADRANT. SOUIHOLDTOWNZBA DATE`���B.P.tt�ll - 24. PAINTING B. KITCHEN EXHAUST HOOD VENTING - CONTRACTOR TO PROVIDE EXHAUST DUCTWORK, FILTERS AND CONNECTORS FROM SOUTHOLDTOWN PLANNING BOARD _(, A. EXTERIOR WALLS - WOOD SIDING, SOFFITS, FASCIA AND TRIM - SOLID STAIN, TWO (2) COATS. COLOR AS SELECTED. HOOD TO EXTERIOR SIDEWALL COMMERCIAL SIDEBLAST FAN. SEAL WALL PENETRATION. .. FEE: � � BYWL B. INTERIOR WALLS - ONE (1) COAT SEALER, TWO (2) COATS FLAT - COLOR AS SELECTED. BATHROOM - SATIN 9, ACCESS DOORS - PROVIDE ACCESS DOORS AS REQUIRED FOR COILS, FILTERS, DAMPERS, AND OTHER EQUIPMENT THAT SOUTHOLD TOWN TRUSTEES NOTIFY BUILDING DEPARTMENT AT FINISH. BENJAMIN MOORE. REQUIRE PERIODIC SERVICE. DOORS SHALL BE OF THE SAME MATERIAL AS THE DUCT WORK AND CONSTRUCTED SO N.Y.S.DEC 765-1802 8 A TO 4 P FORT E C. ALL INTERIOR WOODWORK - ONE (1) COAT SEALER, TWO (2) COATS SATIN FINISH, POLY OR COLOR AS SELECTED. AS TO MINIMIZE LEAKAGE, BENJAMIN MOORE. 10. AIR CONDITIONING SYSTEM - HEATING AND AIR CONDITIONING SYSTEM SHALL BE COMPLETE WITH ALL NECESSARY I FOLLOWING INSPECTIONS: 25. BATHROOM ACCESSORIES (SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR). COMPONENTS AND ITEMS NORMALLY SUPPLIED. SUBSTITUTIONS OF EQUIPMENT SHALL BE APPROVED BY THE 1. FOUNDATION - TWO i=QU1RE ARCHITECT. CONTRACTOR TO PROVIDE ONE YEAR FULL GUARANTEE OF COMPLETE SYSTEM. SOUNDVIEW ROAD NAILING CERTIFICATION TI FOR POURED MNG & TE A. TWO (2) TOWEL BARS O EXERCISE ROOM NAILING & CONNECTIONS 2. ROUGH - FRAMING & PLUMBI B. ROBE HOOKS - TWO (2) @ EXERCISE ROOM 11. COMPLETION - AT THE COMPLETION OF THE WORK, ALL EQUIPMENT COMPLETE WITH THEIR FITTINGS SHALL BE 49EQUIREM 3. INSULATION 26. CARPET - SUPPLIED AND INSTALLED BY OWNER. PROPERLY CLEANED AND LEFT IN FIRST CLASS WORKING CONDITION. ALL DUCT WORK SHALL BE LEFT CLEAN TO - R=498.16' _ 4. FINAL - CONSTRUCTION MUS 27. OAK FLOORING: SELECT GRADE, 2 1/4" WIDE RED OAK, TONGUE AND GROOVE, STAIN FINISH AS SELECTED BY OWNER. PREVENT SYSTEM DISTRIBUTION OF DUST AND DIRT. SYSTEM SHALL BE LEFT WITH CLEAN FILTERS. BE COMPLETE FOR GO WATER BASE POLYURETHANE SEMI-GLOSS FINISH COATS (2). 12. MANUALS - CONTRACTOR Td PROVIDE ALL PRODUCT LITERATURE, WARRANTEES, AND INSTRUCTION TO OWNER. I OAT 7A1►TL� N ALL CONSTRUCTION SEAL MEE THE n VU G1/1�G 28 APPLIANCES - GE SIDE BY SIDE REFRIGERATOR, ST. STL. THERMADOR DOUBLE CONVECTION OVEN AND COOKTOP UNITS 13. CLEANUP - CONTRACTOR TO CLEAN UP AND DISPOSE OF DAILY, ALL HIS TRADE RELATED DEBRIS AND + N REQUIREMENTS OF THE CODES NEW WITH HOOD AND EXHAUST FAN, KITCHEN-AID DISHWASHER. MAYTAG WASHER AND DRYER. PROVIDE ALLOWANCE OF $5500 WASTE MATERIALS. :n CO LY WITH CHAPTER "46„ YORK STATE. NOT RESPONSIBL FOR PROPOSED a, FLOG DAMAGE PREVENTION DESIGN OR CONSTRUCTION ER ORS. FOR PURCHASE AND DELIVERY, CONTRACTOR TO INSTALL. PORCH AND SOUT LD TOWN CODE. 29, CULTURED STONE: PROVIDE GRAY COBBLEFIELD CULTURED STONE VENEER STONE OVER WEATHER BARRIER (EXTERIOR USE) VESTIBULE 1AND - _ 30. CLEANUPV-LATH WITH STUCCO BASE GENERAL COAT. SITE MANUFACTUR ECDONSTRUCTION, STONE PRODUCTS, AT COMPLETIONCOF PROJECT PROVIDE BY STUCCO ADDITION 1 / OCCUPANCY OR FINAL "MOVE IN" CLEANING OF WINDOWS, DOORS, FLOORS AND WOODWORK INCLUDING ANY NECESSARY PAINT TOUCHUP. o PLUMBE CERTIFICATION USE IS UNLAWFUL 31 GENERAL NOTES PROPOSED ON LEAD-CONTENT BEFORE WITHOUT CER fIFIC TE A. ALL WORK TO BE DONE IN ACCORDANCE WITH THE LOCAL BUILDING AND ENERGY CONSERVATION CONSTRUCTION CODE, SECOND CERTIFICATE OF OCCUPANCY AND THOSE OF THE LOCAL GOVERNING AUTHORITIES. FLOOR SOLD&USED IN WATER OF OCCUPANCY B. SOIL BEARING PRESSURE ASSUMED TO BE 2,000 PSE. ADDITION ''''1111....,,,,,,,, C. ALL FOOTINGS TO REST ON UNDISTURBED SOIL, 3 +7_ 3 SUPP4 SYSTEM CANNOT D. PROVIDE ALL STEEL LINTELS, BOLTS, PLATES, GIRDERS AND FASTENERS AS REQUIRED. SHOP COAT ALL STEEL. 1 EXCE 2/10 OF 1% LEAD. E. STRUCTURAL STEEL SHALL COMPLY TO THE SPECIFICATIONS FOR DESIGN, FABRICATION AND CONSTRUCTION OF STEEL offPROPOSED IM FOR BUILDING OF THE A.I.S.C. ASTM A-572. o SITE DATA ��E�N� ��THMICI L F. ALL FRAMING AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL DESIGN ��SPECIFICATIONS FOR STRESS GRADED LUMBER AND ITS FASTENINGS AS PUBLISHED BY THE N.F.P.A. AND THE WOOD '"� J '"� SCTM# 1 SThI FRAMING CONSTRUCTION MANUAL - HIGH WIND EDITION. S 1'II�I��.* ( X ADDRESS: 870 SOUNDVIEW AVENUE HG.. DOUBLOD JOIS UNDERLLS SHALL ACQ TRES WHICH RUN P RALLELS TO PFLOOR ROVIDE JOTS S, ANDCH DROUN ANCHOR BOLTS AT 4'-0" O..C. WAR ® ASSOCIATE "" , . . Z6 ORIENT, N.Y. 11957 MAX PROVIDE 2 BOLTS PER SILL PIECE MINIMUM AND PLACE 1'-0" FROM CORNERS MAX. INSTALL WITH 3" SQUARE ix S 89"' 30' 00" W 73.16' SITE AREA: 13,396,62 40 3/OVI THICK WASHERS TYPICAL. ARCHITECTS, LANDSCAPE ARCHITECTS, ENGINEERS ZONE: R-IN I. PROVIDE GALVANIZED CONNECTORS OF ALL BUTT STRUCTURAL CONNECTIONS. SITE AREA: 2165 S.F. S.F. J. CAULK OR FOAM ALL EXTERIOR WALL PLATE AND SHEATHING OPENINGS, PENETRATIONS OF ELECTRICAL, PLUMBING, AND 1500 LAKELAND AVENUE BUILDING AREA: 2165 .F. (EXIST) FEMA ZONE: ALLPLUMBING LINES PLUNEED 614 S.F. (NEW ADDITIONS) ./ 8, WATER LINES NEED VENTING. 458 S.F (DECKS)✓ TESTING BEFORE COVERING K. PROVIDE ALL TEMPORARY RAILINGS AND SAFETY DEVICES FOR ALL TRADES DURING THE CONSTRUCTION OF THE TOTAL: 3237 S.F. PROJECT, BOHEMIANY11716 F.A.R.° .24 F.A.R. , N . Y. L. CONTRACTOR TO DO ALL PATCHING NECESSARY TO REPAIR DAMAGE MADE DURING CONSTRUCTION ACTIVITIES. PATCHING TO T�7J �jTT nn !\I MATCH AND MEET FLUSH UNLESS NOTED OTHERWISE. 11dQU�llv 11d�111N1 (�`� E-_`', M. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AT THE SITE PRIOR TO CONSTRUCTION. (631 ) 563-4800 2 D D N. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. 0. ALL EXTERIOR NAILING SHALL BE STAINLESS STEEL OR HOT-DIPPED GALVANIZED. fax (631 ) 563-4800 a. 1" : 40' P PROVIDE ONE ROW OF 5/4" X 3" WD CROSS BRIDGING FOR EACH 8'-0"' OF SPAN. Q. PROVIDE ACCESS DOORS IN HOUSE FRAMING TO ACCESS ATTIC AND MECHANICAL EQUIPMENT. NOTE: INFORMATION FOR THIS DRAWING WAS TAKEN FROM A SURVEY DATED 2-13-98 BY JOHN P. FERRANTELLO, P. C. _ T ISSUa 92F O�_W�y�% GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE SITE PRIOR TO COMMENCING CONSTRUCTION. SOUNDVIEFUI ROAD 2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. R=498.16' 3. ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE AND THE "104.34- ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, THE m NATIONAL ELECTRIC CODE AND THOSE OF THE LOCAL JURISTICTION. N W 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A BEARING `gyp h CAPACITY OF AT LEAST 1 TON PER SQUARE FOOT AND SHALL HAVE A PROPOSED a" MINIMUM COVER OF 3 FEET BELOW GRADE. PORCH 1 ' 5. THIS PROJECT WAS DESIGNED IN ACCORDANCE WITH REFERENCE AND (u STANDARD WFCM FOR ONE & TWO FAMILY DWELLINGS - 1995 SBC VESTIBULE I Z• "HIGH WIND EDITION" FOR 120 MPH WIND SPEED. ADDITION I o q' 6. STRUCTURAL LUMBER SHALL BE DOUG. FIR #I, Fb = 1000 psi. (base) E=1,700,000 PSI; NONBEARING LUMBER SHALL BE HEM-FIR#2 WITH Fb - 850 psi. (base), E = 1,300,000 psi. PROPOSED n� 7. STRUCTURAL STEEL SHALL BE ASTM A-572, DETAILED, FABRICATED SECOND AC AND ERECTED IN ACCORDANCE WITH THE AISC. I B. ALL HEADERS SHALL BE SUPPORTED ON 4x4 POSTS MIN. UNLESS FLOOR NOTED OTHERWISE ON THE DRAWINGS. ADDITION 3p-11„ q 9. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL FLOOR, STAIR AND ROOF OPENINGS AND UNDER AUL POSTS AND PARTITIONS RUNNING PROPOSED 3 ((I PARALLEL TO SAME. oI 10. ALL HEADERS LESS THAN 5'-0" SPAN SHALL BE (2) 2x10 EQUAL 4'-4" EQUAL 0 FIRST 0 W UNLESS NOTED OTHERWISE. - FLOOR j J 0 ADDITION = 11. PROVIDE SOLID OR 5/4" x 3" CROSS BRIDGING AT 8'-0" MAX. 10'-0" T-Tin 6:'T�n T-Tn 10'-0" LOT 26 12. PROVIDE GALV. FRAMING CONNECTORS AT ALL BUTT STRUCTURAL 4 0 CONNECTIONS AND HURRICANE TIES AT TOP PLATE TO ROOF FRAMING 6" DP. POURED CONCRETE z _ y CONNECTIONS. PAD FOR CCA STEP LINE OF NEW 24" x S 89' 30' 00" W '13.16' 13. PROVIDE HARD WIRED SMOKE DETECTORS AT EACH FLOOR LEVEL AND IN STRINGERS ATTACH WITH e. J CO24" X12" DP. P. ALL BEDROOMS, AND AS REQUIRED BY CODE AND THE LOCAL GALV. CLIP ANGLES. TYP. • '� GONG. F007iiNG. SITE AREA: 13996b2 SF. AUTHORITIES. PROVIDE A CARBON MONOXIDE DETECTOR AT EACH FLOOR / - - -I - / - - - -� (TYP.) LEVEL. BUILDING AREA: 2165 G.F. (EXIST) / (2) 2 I0 CCA / C2I 2x10 CGA / (2) 2x10 CCA / 614 S.F. (NEW ADDITIONS) 14. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO NEW WORK `- -I' 458 S.F. (DECKS) AND / OR REMOVAL OF EXISTING. ALL PATCHING SHALL MEET FLUSH U d 5601: TOTAL: 3231 SF. AND MATCH EXISTING CONSTRUCTION UNLESS NOTED OTHERWISE. LINE OF DECK 15. UNLESS NOTED OTHERWISE, ALL WINDOW DESIGNATIONS SHOWN ARE O FAR, .2d FA.R THOSE OF THE ANDERSEN CORIPORATION "STORMWATCH" UNITS WITH c0 \_i OVERHANG s�G�SE Nir N = n M llD1l�GDPIl" T DTFd��r\\T WIND BORNE DEBRIS RESISTANT GLAZING (MISSLE D-ASTM E1996) WITH x r ;: ` .` : q ; • P r m � 'h� , U I11L ll ll 1 V BO e v 2 LOW E COATING, EXTENSION JAMBS, SCREENS. GRILLES AS SHOWN ON - - - - - - m i" - -- - - - - -- - - - - - - - - - - 3 DRAWINGS. _ 16. CCA OR ACQ TRIG. WOOD SILLS SHALL BE (2) 2x6 WITH 5/8" DIA. / (2) 2x10 CCA !SPACED)( / . , .� Lj 4" THICK GONG. SLAB B ( �/ C2) 2x10 GCA (SPACED)(\ ANCHOR BOLTS SPACED 4'-0" O.C. MAX. PROVIDE 2 BOLTS WITH 3" 'L <• IE OVER 6 MIL VAPOR :( A. = 40 50. X 9/64" WASHERS PER STILL SECTION MINIMUM. PLACE BOLTS O � s NOTE: INFORMATION FOR THIS DRAWING WAS BARRIER ON POROUS FILL. WITHIN 1'-0" OF ALL CORNER5. INSTALL OVER SILL SEALER ANO U p: .`, E. Ip�F TAKEN FROM A 5URVEY DATED 2-13-9B BY TERMITE SHIELD (TYPICAL). O r X Q O a: SOF N� JOHN P. FERRANTELLO, P. C. e5 REBARS AT 12" _ 17. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF �q O.G. VERT AT NEW / _'i, m NEW LAR SPACE m a, 3000 PSI (3500 PSI FOR EXTERIOR EXPOSURES). EXIST. WALL 6' O 13'-0" 8" n p m INTERSECTIONS TYP. DO. O SAWCUT NEW FULL HT. x 32" WID 3"X 8" CCA OR ACQ TRTD. SYP ENERGY CODE COMPLIANCE ACCESS OPENING TO NEW - WALL CLEAT WITH GALV. JOIST CONN. AT EACH JOIST. 5/8" EXP. WARD ASSOCIATES CELLAR SPACE. DOUBLE 2x8 ROOF HEADER OVER BOLT TO FOUNDATION WALL AT 12" O.C. STAGGERED, Landscape Architects, NOTE: THE PROPOSED BUILDING ADDITION REPRESENTED BY THESE PLANS HAS BEEN Architects, Engineers DESIGNED TO MEET THE NEW YORK STATE ENERGY CONSERVATION 2" V.T.R O CONSTRUCTION CODE REQUIREMENTS VERIFIED BY THE USE OF RESCHECK WITH THE FOLLOWING RESULTS: 4" v.T.R Avenue MAXIMUM UA= 222 / PROVIDED UA= 174 EXISTING GARAGE O 750hemiaand. 11716 MAX. CODE GLAZING U=PROVIDED / GLAZING U= .34 1 21, C1 Bo(631)6N.Y. 10 (637)563 4800 TABLE 502 2 4(1) 8.5 % WINDOW AREA 45 Main SiTeet WSHR Dw SINK Little Falls New York 11716 HEATING DEGREE DAYS: 5750LL GLAZING U FACTOR: CEILING R-VALUE: (315) 823-4384 CODE: .45 CODE: 38 FIRST FLOOR aL ACTUAL: .34 ACTUAL: 38 / 30 2" NEW POST UNDER BEARING INSTALL NEW POST UNDER 4" C.O. BEARING COLUMN FROM ABOVE. project title: EXTERIOR WALL R-VALUE: FLOOR R-VALUE: 3" COLUMN FROM ABOVE. CODE: 13 CODE: 19 ACTUAL: 19 ACTUAL: 30 ' . • . • -� F - • •_--ft• CONNECT TO EXISTING SANITARY PIPING INSTALL 5/8" x9" STEEL PROPOSED SLAB PERIMETER R-VALUE / DEPTH: BASEMENT WALL R-VALUE: CODE: 9, 2FT. CODE: 10 SYSTEM IN CELLAR BELOW PLATE S. TWO EXISTING ADDITIONS ACTUAL: N/A ACTUAL: N/A BOLT NCs AT 16GGER" O.C. III III _�I�IIHDR AT NEW to the CRAWL SPACE WALL R-VALUE: CELLAR O- -�•'= -o- �= MIS-SII NEW (3) 2 EU) LOBO STAIR OF'G. CODE: 19 \III"J RESIDENCE ACTUAL: N/A �l EXISTING CELLAR CODE DESIGN CRITERIA 3 DDDAMUDR-1HGA TEED R' DDHAGRf%) ARR III III III GROUND SNOW LOAD: 45 FSF (F301.2(5)) J FLOOR LIVE LOAD: 40 PSF (DECKS AND STAIRS) (R301 .4) A. 1 N.T.S. ORIENT, N.Y. 30 PSF (BEDROOMS) 60 PSF (EXTERIOR BALCONIES) '5 REBARS AT 12" 5 REBARS AT 12„ drawing title: 20 PSF (ATTICS WITH STORAGE) O.C. VERT AT NEW 3"x 10" CCA OR ACQ TRTD. SYP O.C. VERT AT NEW 10 PSF (ATTICS WITHOUT STORAGE) / EXIST. WALL WALL CLEAT WITH GALV. JOIST / EXIST. WALL 40 PSF (OTHER THAN SLEEPING) INTERSECTIONS CONN. AT EACH JOIST. 5/8" EXP. INTERSECTIONS / TYP. BOLT FOUNDATION WALL AT TYP. ROOF LIVE LOAD: 16 PSF MIN. (R301.5) 12" O.C. S STAGGERED. _ _ ➢{QD�JQT➢Dal-�°IITIIQD�T BASIC WIND SPEED: 120 MPH (F301 .2(4)) I C - - - - - - - - - - - p �T SEISMIC DESIGN CATEGORY: C ( AS DETERMINED BY CODE OFFICIAL) (F301.2(2)) _ __ _ _ R"HAAN,f1 �Il ➢D' ADU JAIN WEATHERING PROBABILITY: SEVERE (R301.2(3)) - - - - - - LINE •LINE OF STEPPED TERMITE PROBABILITY: MODERATE TO HEAVY (R301.2(6)) FOOTING (1:2 MAX.) TO I\O DECAY PROBABILITY: SLIGHT TO MODERATE (R301.2(7)) MEET THE EXISTING '* NEW DRAWL SPACE ?' `r WINTER DRY-BULB TEMP.: 11 DEGREES F (TAB. N1101.2) FOOTING ¢ :q a U 3" THICK SCREED (TAB. N110 _ 51_AB OVER 6 MIL USE AND OCCUPANCY: RESIDENTIAL / ONE FAMILY RESIDENCE `P ? F'V' X O f-VAPOR BARRIER ON -�a' Fy, ? 'P HEIGHT AND FIRE AREA: 2 1/2 STORIES / 3706 S.F. 9 - r POROUS FILL. / drawn by: checked by: CONSTRUCTION TYPE: V b b• �- - -� d date: scale: L- -- - - -- - - -- - - - --- - -- - - - - -- - T I-15-m4 AS NOTED _.a,. . ._ .. ...;:• .¢-; ,.;. , a;.;,, drawing number. na -- - - -- - - - - - -- - -- -- - - - - - - - - - -- -1 - - - IIerIxQAII♦d�TIID PROVIDE WALL ESLEEVES AND PROTECTION OF EXISTING WALL TO REMAIN �n THE EXISTING O in EXISTING WALL TO BE REMOVED \\1\\l 111111 SANITARY LINE. OF NEW INSULATED WOOD FRAME WALL 26'-4" - -/�I-- NEW UNIN5ULATED WOOD FRAME WALL 1r7 (� ,A / II III ID lLJ 1 7 3 X11 FT II 0 1T IID 1 A IT STATE LAW PROHIBITS ANY PERSON FROM ALTERING TIC 1V 1V 1V ANYTHING ON THIS DRAWING AND/ORALT THE EXISTING POOR ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED A scale 1/4'=1'-0" PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUTHE NEW DOOR FULL ST OF THE ALTERATIONDATE ANDRIBE ON THE DRAWING AND/OR IN THE SPECIFICATION. ref, no.: 200328 ! 42'4' 42'-s" a/- 1-0,_2„ 14,_4„ 14,_2, 141_411 44 NEW FIBERGLASS RAILING - - - - -- - L- - -- -Z NEW FIBERGLASS RAILINGI, SYSTEM WITH 5/4' iIII ll; - - 1"'1' �'71 - - - 1J1� SYSTEM WITH 5/4" BALUSTERS AT 5" O.C. ISI - - BALUSTERS AT 5" O.C. NEWEL POST, RAILING MAX. TOP AND BOTTOM - MAX. TOP AND BOTTOM AND BALUSTRADE AS SHOWN. SEE ELEVATIONS RAILINGS. _ RAILINGS. i� TYP. 5E FWj (2) 2x12 INSUL HDR.O m (2) 2x12 IN5UL. HDR. V 0 2x10 HDR _ Aa EXERCItEAREA 6x6 _ . — . — . — . — . — ._ — — — — . '- _ - _ - _ _ „ (3) 2x10 _ _ _ _ _ _ I r_______ _ _ _ - _ _ _ - _ - _ - _ _ . . _ _ _ _ _ _ _ _ _ _ b _ _ _ _ _ _ _ _ 13'_�c.T. 6_ _ _ _ _ _ _ _ _ _ _ _ _ _ 6x6 1 I�-L. 2 34-7 0 2 C 1 6 -CC - _ _ _ _ - _ - _ _ _ _ _ LI _ 2 x 12 V.R 8"- NCASED SAP _ a U 5-0P� ENCASED U seal: O r n O TYP. _ O � TYP. �,- d+ E (�j O T O x 10 R.R. 2 x 10 R.R O O s y_y„ T,_0„ I,_9„ 2, Y'4 8,_8„ 2' p_9" m = i,_O„ y,_y° ' ��,° O� . / �O 4 x 2 x C.J. 2 x GJ. „ 16” . C. a 1 „ O G g,_3„ i 5�_5n n P W I 26 n@ 26 W n '^ / 4 e( W F 6068E WP \ , F 2 x 12 V.R Wp FOKs 068R WP TW 10410 CI 0 NEW FOYER ClR 0 TW 2 410 OLTE4 x I6' O.C. m = 'r_ -"-" '_'y-`_ l"8„ (2) 2x12 INSUL. HDR. �,,, (2) 2x12 INSUL. HDR -- ING 2) 13/4' x /2 M.L. (2.0 l2) 2x12 UL. HDR � � T ; (2) 2x12 I UL. HDR •g, iosae ,� r DIA. TUSCAN'. •�� Jae REMOVE EXIST SLIDING DOORS ANDREMOVE SNSTADL NEW — J — 5" DIA. CAP F •, WOOD COLUMN � f of Nrw U DOORS AND INSTALL NEW V , U 15'-II" d- EQ.1 WITH ATTIC GAP 15'-91" W- lER) �� TO EXIST. DOORS ALIGNED WITH DOORS ALIGNED WITH WOOD COLUMNS " ' (3)1 3/4"x 9A2D BASE 0)P. REMOVE EXISTING N JNIEW.WIND WS�A,T.TkI� � — — — — — NEWIUINDDIUS.AT--THE— — w FIRST FL;R BELOW FIRST FLOOR BELOW AND BASE TYP. BOLTED AT 16" O.C. DOOR AND X WINDOWS. INSTALL W NEW WINDOWS AND EX. RDfiM\ EX HEADERS AS DEN u X W LIBRARY SHOLN. z U / . BATH V � 5/4" HARDWOOD W EXENCASED TRIPLE 2x10 I EX. LIVING ROOM WARD ASSOCIATES WITH 4" CROLN ro x x v" x x , Landscape Architects, MOULDING ENCASE EXISTING MASONRY MODIFY FLOOR OPENING AND p p \A `x`s o CONSTRUCTION WITH STAIR AS SHOWN. INSTALL Architects, Engineers O (2)13/4" x 9 1/2"" M.L. (2 CULTURED STONE AS SHOWN NEW (3) 2x10 HDRS AROUND BOLTED AT 16" O.C. _ IN PATERN AS SELECTED BY OPENING AND EXTEND WOOD F / \ NEW OAK RAILING AND ° OWNER STAIRS TO NEW PLATFORM. N 26 BALUSTRADE WITH 5/4" e, 1 STAIR/FLA RN EXTEN61LN 4" 1500 Lakeland Avenue �- Bohemia, N.Y. 11716 W / BALUSTERS AT 5" O.G. O 0 (2)1 3/4" x II 7/8" M.L. C2.0) 4�-m° 3,_8, (631)563-4800 f - y i - , , BOLTED AT 16' O.C. NEW CL-.-- EX. BATH 4x4 O 4x4 4x4 _ - - 45 West Main Sheet ls,Now York / _.-s4P`� I 45 — x 6-' 'NEW AN KITCHEN CABINETS ale X115 823-4384REMOVE 11716 (2) 13/4" x 9 I/2;' ,M.L. C2.0) y STING BOLTED AT 16"'OL L.G x4 4x4 3 4x4 a• GRANITE KITCHEN TOP ON ; .. . . . m AND APPLIANCES. SELECTED Y ER r ��S[P_ x- _ _ r_ _DS�• /' -_ S4P x4 -- - - CONSTRUCT NEW p tmB. - _ - - (2) 13/4" x II l/8" M.L. (2.0) 'V project ' — WOOD BASE CABIN TS A5 � ' _ _ _ _ _ _ v ' _ { �� � _ � � PANTRY AND 6"- 4'-1" 6 „ 4° qtT�' 6" BOLTED AT 16" O.C. I. W.I.C. 4" 24 T. DR5. W.LG. NNEWHALDROP MAREA.L TO 7'-8' IN as -�OQ� O ' , I v O \ ;` - m ASSHOWN.KITCHEN ABINETS ADDITIONS- ��2KKx RR O J O 1B " ! x C.J. �� �I n n I 4x4 A •� �� _ � U t� the L — — J �1 C2) 13/4" x II 1/6" M.L. (2.0) ' p 1= LINE P OB EX. BEDROOM TO FA� I / \ I x = TO F 4N/ \ ( CABINETS / TG _ DO. (2) 2x12 I UL. HDR DO. I x tom, 1 RESIDENCE . 4 n p .» DO '1" A 51 AW 51 W 4x r �� � I i SMW2T2 (3) 13/4" x II 7/5" ML. l2FiJ / R✓1846 -_ _ - BOLTED AT 16" O.C. (UPSET) --- --_- — UPPER KITCHEN / DININrz \ EXP.ENCADINISED 3s' ROOM/ ; EXP. KITG EN- - COMBINATIO OVEN _ - - _�--- PROVIDE SIMPSON DER ENCAS D 3 I/2" STL G, r- - _ / MICROWA/ WARMING VE UNIT IN -.-�-r _� : _� -.-_-: - x4 CONNECTOR AT GIRDER 35 ?OP r _ _r,li / R NI R - _ - -- - - - - - - - = - - - - - - - - - - - - - - = ' - - V OVERLAP. EXIST. _ _ _ ._ BOLTEI�1�U> I i � r SHOWNENCLO. 5 drawing title: s `3J ND BASE PLATE J W --_ - -- I - _—_ = - _ — _ _ _ _.- W\_ Przu ST _ _ I ® _ --- - - --- - ---- -- W BOLT A " O.C. J 5 _ e 3 1. REMO EXISTIN J -L` O �___ J OB WA AND R '� �. - _ _ _ STAINLF-86 5 EEL v 9F Y T U NE ROOF W K U - - - - -� 1 ® Ill IlIlog Il dd r FRAMING. IN TAIIIt I O5 SIDE BLAST AN � ' - - - - - - - - I \ CONNECTED O • T -- - ----- - -__-____� R 5 _ STAINLESS S EEL ➢�QaQDQ➢D -- _--- - i---..... --- - — 3'.5" __ __ _----__ _ OI+ r E x � TO 'b- 0= _ _ _ _ _ _ _ 4' 2'-P EXHAUST HOOD AT Ili Il QDQDIln IlDIl ��1aT� - a FAN R .�-...__..�_�-_�._ :�.__-_.._,._ `__. � WP � T � "' m GFI STOVE AREA J � n - _ RV1846 / 6 � - --- _-_-�_- _ m- ----- V 3 FIF OF WP F 6068 L WP WP _ G2 5 _ —- — — — —06 drawn by: checked by: date: scale: -15-04 A5 NOTED 6'-I0" I2'-a" 6'-I°" drawing number. 26,_4„ Ao " OF 2 ➢'aQaQD1QT ➢D Il+ IldQDQDIlo IlDIldA1aT 7HE`4I.1 "T T' 1001% IlDIA117d A. 2 NOTE: ALL WINDOWS FOR THI5 PROJECT ARE NOTED AS ANDERSEN "570RMAWATCH" UNITS WITH WIND BORNE DEBRIS RESISTANT scale 1/4"=1'-0" scale 1 4"=1'-0" GLAZING THAT WILL BE CERTIFIED BY THE SUPPLIER TO MEET THE REQUIREMENTS OF ASTM E 1996 AND A5TM E 1886. A, 2 NOTE: ALL AT WILL WINDOWS FOR THIS PROJECT ARE NOTED AS ANDERSEN EQUIR EMENT$ O UNITS WITH WIND BONE DEBRIS RESISTANT / GLAZING THAT WILL BE CERTIFIED BY THE SUPPLIER ?O MEET THE REQUIREMENTS OF ASTM E 1996 AND ASTM E 1886. STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN. SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200338 COR-A VENT RIDGE VENT LINE OF 36" WIDE 'IOE AND WEBS HIGH PERFORMANCE SPRINGLINE N.P. WITH WIND BAFFLES AND END WATER' SHIELD UNDERLAYMENT. CIRCULAR LOUVER WITH '5TORMWATCH' WINDOW WITH CAPS AZEK CASING AND FLEXIBLE CASING AND DRIP CAP DRIP CAP. ----- OVER FYPON RAISED TRANSOM PANEL. ARCHITECTURAL ASPHALT SHINGLE ROOF WITH ICE AND — ffm WATER SHIELD EAVE AND — — —_ — — EDGE UNDERLAYMENT — — — TYPICAL. — — — - - RED CEDAR SHINGLES, PRESTAINED IN COLOR SELECTED, 6" MAXIMUM WEATHER. JT 1,.p _' VII II L IL �Lh I—II Ili '1 -FTL� FRENCHWOOD SLIDING DOOR �I V l IL_ if If I 1 II 1111 ��� WITH 'STORMWATGH' 1u HI-PERFORMANCE GLAZING SAVANNAH TOP RAIL WITH PERMA _ li "- LI 'i- II ISI I- RAIL BOTTOM RAL, 1 1/2 TURNED l AND AZEK CASING WITH I�IBALUSTERS AT 5 O.G. MAXM. i_ Iii COPPER DRIP CAP. MANUFACTURED BY I IJ I 1 HE AZEK TRIM, FASCIAS AND � FRIEZE BOARDS TYPICAL. _ AZEK TRIM, FASCIAS AND — - -- -- - ---- _ FRIEZE BOARDS TYPICAL.— DOUBLE HUNG WINDOWS WITH ��i, 4 JI I,II _ IL I_II,I !LSI V_ II _ i 'STORMWATCH' _ll I _ C_ _ 9 1 I.'��L DOUBLE HUNG WINDOWS WITH SBO : AND AZEK GAP. �� - -JI_ II-I JILT ANDSTOAZEK teaeo qR HI-PERFORMANCE GLAZING T JI I ILI _ ER AND AZEK CASING WITH �7I L p �� I HI-PERFORMANCE GLAZING -'1- AND AZEK CASING WITH i '[ ' �V 1i r COPPER DRIP CAP. RED CEDAR SHINGLES, ��L _ _ - - - -- - - - - .(_it SAVANNAH TOP RAIL WITH PERMA 3 u RAIL BOTTOM RAL, 112" TURNED SELECTED, 6° MAXIMUM N COLOR Tj�I�� i� �� I(rw �I ii 1 BALUSTERS AT 5" O.C. MAXM. WEATHER 11' ��, IuL ii �I i MANUFACTURED BY HBIG. _ — - - TREX DECKING W/ AZEK FASCIA of ra,w AND TRIM j i I LINE OF POURED CONCRETE E___-A (3500 1-51.) PIERS WITH � BIGFOOT B24 FOOTING I STANLEY 'PROpjGYFORMS AS SHOILN. ' C21 / SC5 STAIN WARD ASSOCIATES GRADE INSULAT�l FI5ERGLA55 FRONT DOOR WITH SID L11TE6 Landscape Architects, LL------------------------------------ L------------------_____-------------�T._-__________________________________� Architects, L _________________________1______________________________________l._______ _____________________J ng nears 1 DT QD R FT H 34 NA ➢d V A T E (D 171500 Lakeland Avenue 11 Bohemia,KY. 11716 A. 3 scale 1/4"=1'-0" (631)563,4800 EXTEND BRICK MASONRY CHIMNEY WITH CORBEL AND 45 West Main Street SOLDIER COURSING AS SHOWN. Little Falls, New York 11716 PROVIDE CONCRETE WASH, T.O. FLUES, COPPER BASE AND COR-A VENT RIDGE VENT (315) 8234384 COUNTER FLASHING. WITH WIND BAFFLES AND END GAPS project title: SHIHITECTURAL AS NGLE HALT ROOF WITH DICE AND PROPOSED ARCHITECTURAL ASPHALT WATER SHIELD EAVE AND ADDITIONS SHINGLE ROOF WITH ICE AN:)WATER SHIELD EAVE AND — TYPICAL. DERLAYMENT EDGE UNDERLAYMENT — — t� the TYPICAL. 12 LOBO TRIM, FASCIAS AND RESIDENCE LINE OF BLIND SHEET METAL — — FRIEZE BOARDS TYPICAL. FLASHING, 6" HEIGHT MIN. TEMPERED 'STORMWATCH' RED CEDAR SHINGLES, OPERABLE GLASS DLII-J- LL, i' Ix1 �I ]L. TI'- PRESTAINED IN COLOR ORIENT, N.Y. SKYLIGHTS WITH RAIN 12 SELECTED, 6" MAXIMUM SENSOR CLOSERS, STEP 4.5� I111 - T WEATHER drawing tale; FLASHING. TYPICAL. III EX. Fix II AZEK TRIM, fFASCIAS AND ilii AZEK TRIM, FASCIAS AND aTQDR Il°E-E dd FRIEZE BOAIR05 TYPICAL. FRIEZE BOARDS TYPICAL.1 11 111 LH � u _ 1➢1d1-�T.Iv5F�T ll�� �Trrrt � � STAINLESS STEEL EXHAUST 6 II`I�I 0➢�aMTVATRgD71 2 FAN / \ 11 111 11 Iii n� I RED CEDAR SHINGLES, \ L � 14 L _ _ SAVANNAH TOP RAIL WITH PERMA PRESTAINE� IN COLOR �]J l RAIL BOTTOM RAL, 112" TURNED _ 11L,_ L�_ ' 1 �- l BALUSTERS AT 5" O.G. MAXM. SELECTED, i6" MAXIMUM EX. EX' 21 MANUFACTURED BY HBIG. WEATHER f drawn by: checked by: NITY P11111 Ili III 111 11 111. III date: scale: _ �� — I-15-fD4A5 NOTED drawing number: CASEMENT WINDOWS WITH i 'STORMWATGH' LINE OF POURED CONCRETE HI-PE�ORMANCE GLAZING (3500 P51.) FOUNDATION AND FOOTING AND CONC. PIERS _____________ AND AZEK GA51NG WITH �____� \ L______ I COPPER DRIP GAP. e__--� AT DECK W/ BGFOOT �� OF LINE ---, LINE OF POURED CONCRETE ----, I li FOOTINGS. (3500 PSI.) FOUNDATION AND _ — FOOTING. STEP FOOTING TO — — - — — — — — — ------- ------------------- MEET EXISTING AT 30' rl- ------------------------------------------------------------------ '� I, MAXIMUM. STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT T TT (�ILII (1T Q IS UNDER THE DIRECTION OF A LICENSED 2 70' � ,A % T ➢d lid ➢d V IR 0 PROFESSIONAL WHERE SUCH ALTERATIONS IT ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE A , Z scale 1/4"=1'-0" FULL EXTENT OF THE ALTERATION ON THE J DRAWING Al IN THE SPECIFICATION. ref. no.: 200328 EXTEND BRICK MASONRY CHIMNEY WITH CORBEL AND COR-A VENT RIDGE VENT n1 SOLDIER COURSING AS SHOWK WITH WIND BAFFLES AND END PROVIDE CONCRETE WASH, T.G. GAPS FLUES, COPPER BASE AND COUNTER FLASHING. ARCHITECTURAL ASPHALT SHINGLE ROOF WITH ICE AND — WATER SHIELD EAVE AND _ ARCHITECTURAL ASPHALT EDGE UNDERLAYMENT _ _ _ — SHINGLE ROOF WITH ICE AND TYPICAL. WATER SHIELD EAVE AND WEBS HIGH PERFORMANCE — I- [C - �, EDGE UNDERLA'YMENT CIRCULAR LOUVER WITH - I AZEK CASING AND FLEXIBLE �I ICICI AWNING WINDOWS WITH J DRIP CAP. �- `I ° �"- iIL7C^ C _ILII- I- IT )(,' — -- - - — — II e � � � �� II� � —�- — — — —� -- — TEMPERED 'STORMWATCH' '5TORMWATCH' _ — — OPERABLE GLASS ERFORMAN HI-PCE GLAZING _ Y� Z — — SKIYLIGHTS WITH RAIN AND AZEK GASING WITH CI IL SENSOR CLOSERS, STEP COPPER DRIP CAP. L I - TIF FLASHING. TYPICAL. 'T — LINE OF BLIND SHEET METAL U 6 II J_ IL .` __I JI 1 11 I K FLASHING, 6" HEIGHT MIN. _llli_�,C7-pJlJI_�ii Y ni.L.�r_.�.�JI _Ll�ll. ------ -----_ - - --- --_--- --- _= EXTEND BRICK MASONRY CHIMNEY WITH CORBEL AND GALV. SIMPSON W25 STRAP TIES SOLDIER COURSING AS SHOWN. AT EACH RAFTER CONNECTION. PROVIDE CONCRETE WASH, T.C. TYPICAL ROOF: FLUES, COPPER BASE AND ASPHALT SHINGLES OVER 30" COUNTER FLASHING. FELT ON 5/8" EXT. GR PLYWD., 2 x 10 RAFTERS m 16" O.C., 2" x 6" COLLAR TIES AT 32" O.C. TYPICAL ROOF: 12 / >___ ASPHALT SHINGLES OVER 30" _ _ _ --_ __�' 2" x 6" COLLAR __- - FELT ON 5/8" EXT. GR. PLYWD., ___ %=45«/-� TIES m 32" O.C. __ _-; _.-T GALV. SIMPI W1 STRAP TIES AT ffm 2 x 10 RAFTERS m 16" O.C. W/ -—__----— "--= =— 2" x 6" CJ. m 16" O.G. __ - -' - EACH RAFTER CONNECTION. 3_�-: - R-30 INSUL. — —__ z- - - R-38 INS. WINDOW SCHEDULE UNIT DESCRIPTION ROUGH OPENING SIZE OPG. WIDTH OPG. HEIGHT EGRESS AREA UNIT AREA MANUFACTURER REMARKS C25 CASEMENT WINDOW (S.A.) 4'-0 1/2" W x 5'-0 3/8" H IS 5/16" 55" 1.0 SF, 20.0 SF. ANDER5EN 5TORMWATCH GLAZI G P 40 SE542 SPRINGLINE WINDOW 5'-5"" W x 4'-8 /8" H - _ DGRADE, EXT JAMBS 18.14 S.F. ANDERSEN DP 65, EXT. JAMBS F1W6068 FRENCHWOOD SLIDING DOOR 6'-0" W x 6'-8" H. 28 1/8" 153/81, 14.'12 SF. 3934 SF. ANDERSEN DP 40 GRADE, EXT JAMBS SEE SCHEDULE THIS DRAWING RV2846 ROOF WINDOW 2'-4 I/2"" W x 3'10 I/2" L 25 I/2" pp--�� Z GO� FOR SINGLE COLLAR TIE - 8.94 5F. ANDERSEN SNADEWELEC.�PER4TOR CONNECTIONS. (235 NOTE: DOUBLE CASEMENT (S.A.) 4'-0 I/2" W x 3'-5 3/8"H. 18 5/16" 35 15/16" 4b S.F. 13b SF. ANDERSEN DP d0 GRADE, EXT JAMBS PROVIDE GALVANIZED SEE SECTIONS POR TRIPLE GIR2d CIRCLE UNIT 2'-4 115" DIA. 3b SF. ANDERSEN DP d0 GRADE, EXT JAMBS U10 SIMPSON 18 STRONG-TIE 5/8" 1 BOLT CONNECTIONS ^ TSTA 18 STRAP TIE AT AT 48" O.C. (IF USED) TW210410 DOUBLE HUNG RIDGE CONNECTIONS 3'-0 1/8" W x 5'-0 1/8" H 311/51, 26 1/4" 593 8F. BOB SF. ANDERSEN DP 50 GRADE, EXT JAMBS TYP.110550 TENSION). AW251 AWNING WINDOW CFIkED) 2'-4 3/8" W x T-4 3/8" H CONNECTION NOT SHOWN. 23 3/4" - - 5.6 S.F. ANDERSEN DP 60 GRADE, EXT JAMBS ( ______ AW51AWNING WINDOW 5'-0 3/8" W x 2'-d 3/8" 23 3/d" 119 SF. ANDERSEN STO ATCH G A INC • DP 35 GRADE XT JAMBS (SAN = STRAIGHT ARM OPERATOR - SPECIAL ORDER RIDGE BEAM STRAP TIE CONNECTION 5ECTIONAL VIEW seal: -_ TIE HEADERS TO GALVANIZED SIMPSON JACK STUDS WITH STRONG-TIES (2) H2.5A TSTA 30 (22) 10D �"i{� HURRICANE: TIES, 18 GA. TYP. FOR BOTH W/ (5) 6d AT EACH JOIST (ENDS (1610+' EA) ,n y _ ON ALTERNATE SIDES W/ TOP PLATE TOP PLATE (5) 8d AT TOP PLATE. LATERAL CONNECTION LATERAL CONNECTION TYPICAL AT FOR EACH sr 1 ss SECTIONAL VIEW END VIEW PLATE CONNECTION. (480` UPLIFT - EACH Or NEW xa CONNECTOR) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS (WFCM Table 3.1 ) DESCRIPTION OF BUILDING ELEMENTS NUMBER & TYPEOF FASTENER SPACING OF FASTENER R 0 0 F FRAMING WARD ASSOCIATES RAFTER TO TOP PLATE (TOE-NAILED) 3-8d per rafter CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8dper ;list Landscape Architects,CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 7-16d each lap Architects, Engineer TIE WINDOW SILL CEILING JOIST, LAPS OVER PARTITIONS FACE-NAILED) 7-1��..h lap GALV. SIMPSON STRONG PLATES TO JACK TIE MODEL LFTA, 16 GA. STUDS WITH GALV. COLLAR TIE TO RAFTER (FACE-NAILED) 6-1lap 1500 Lakeland Avenue STRAP TIES AT 16" O.C. SSSP (4J 10D AT BLOCKING TO RAFTER (TOE-NAILED,) 2-Bend Bohemia,N.Y, 71716 WITH (16) 10d STUDS AND CV 100 FASTENENERS INTO STUDS AT SILL TYP. AT EA RIM BOARD TO RAFTER (END-NAILED) 2-16d li each end (631) 563-4800 AND (2) A0d FASTENERS STUD. (4550 EA.) WALL F R A M I N G INTO BAND JOISTS. (I2050 per foot 45 West Main Street UPLIFT) TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d * TOP PLATES AT INTERSECTIONS (FAKE-NAILED) - 4i6d joints - each side Little Falls, New York 11716 STUD TO STUD (FACE-NAILED) 2-16d 2a" a.c. (315)823-4384 EADER TO HEADER (FACE-NAILED) 16d 16" o.c. along edges OP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d per 2 x 4 stud project title: 3-16d per 2 x 6 stud a-lsd per 2 x 8 stud PROPOSED BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, END JOIST OR 2-16d * per foot ADDITIONS rJACK S TO BLOCKING (FACE-NAILED) t� the TOP PLATE TOP PLATE WITHFLOOR F R A M N GLATERAL CONNECTION LATERAL CAWNEC11C1J ) 10D JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d per Joist LOBO 6ECTIONAL VIEW END VIEW TH BRIDGING TO JOIST TOE-NAILED) 2-8d each end RESIDENCE EA.) BLOCKING TO JOIST (TOE-NAILED) 2-8d each end BLOCKING TO SILL OR TOP PLATE (70E-NAILED) 3-16d each block LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d each joist JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d per joist BAND JOIST TO JOIST (END-NAILED) 3-16d per joist ORIENT,N.Y. BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d * per foot R O O F S H E A T H I N G drawing title: STRUCTURAL PANELS 8d 6"0.c, edges & field 4"o.c, @ gable ends-edges & field DIAGONAL BOARD SHEATHING 1" x 6" OR 1" x 8" 2-8d per support QAom.?4 aTQ rn,?g, ," x 10" OR WIDER U I1AR Il ID➢Y Il F�KA, 3-8d per support D 5P T 5P T TIE WINDOW SILL C E I L I N G S H E A T H I N G �� GALV. SIMPSON STRONG PLATES TO JACK TIE MODEL TIE A T 18 STUDS WITH GALV. GYPSUM WALLBOARD O.C.GA. STRAP( TIES AT 16" 5d coolers 7" edges / 10" field SL P (4) 10D AT gQ'IIIIll9➢D>ZJp D� O.0WITH (6) 8d r-, STUDS AND (1) 10D W A L L S H E A T H I N G FASTENENERS INTO STUDS AT SILL TYP. AT EA STRUCTURAL PANELS a a a d as AND (5) 86 FASTENERS STUD. (455" EAJ Bd 6" edges / 12" field INTO BAND JOISTS. (800'" FIBERBOARD PANELS UPLIFT) 7/16" 6d 3" edges / 6" field NOTE: AT CORNER 25/32" 8d 3" edges / 6" field COLUMNS PROvIDE GALVANIZED STRONG TIE GYPSUM WALLBOARD drawn by: checked b "HD5A (3105" UPLIFT) 5d coolers 7" edges / 10" field y' HARDBOARD 8d 6"o.c. edges / 12" field LATE RALPLATEC LATE PLATE PARTICLEBOARD PANELS 8d 6"o.c. edges / 12" field date' scale: LATERAL CONNECTION LATERAL CONNECTION ip DIAGONAL BOARD SHEATHING I-15-m4 AS NOTED SECTIONAL VIEW END VIEW MAXIMUM ALLOWABLE DEFLECTION per support drawing number: n a I�' OF STRUCTURAL MEMBERS 1" x 5" OR 1" x 8" 4-8d pp NOTE. FOR FASTENER SIZES AND OUANTITIE6 SEE FASTENER SCHEDULE V16 DRAWMG. (2)2x6 CCA SILL PLATES 1" x 10" OR WIDER 3-8d per support WITH SILL SEAL, TERM. A STRUCTURAL ALLOWABLE SHLD. AND 5/8" A.BOLTS AT MEMBER DEFLECTION F L 0 0 R S H E A T H I N G 48" O.C. AND 12" FROM ` CORNERS WITH 3" SO, x '° RAFTERS > THAN 3/12 - NO FINISH L/180 STRUCTURAL PANELS �� a }� 9/64" GALV. WASHER 1" OR LESS 8d 6" edge / 12" field 'J^i/1 OF PLATES, 61MPSON STRONG INTERIOR WALLS AND PARTITIONS H/180 GREATER THAN 1" 10d / TIE '"L (TY6" edge 12" field SEE PLANLAN FOR 36" BOLT L360 (TYPICAL). 6" AND CEILINGS / DIAGONAL BOARD SHEATHING F SPACING AT (2 STORY) ALL OTHER STRUCTURAL MEMBERS L/240 1" x 6" OR i" x 8" 2-8d per support 77 IL � n SHEAR WALLS. /� /� 7� /( 'I 11. 111�IId d�1�T�D IlJIlDIldIlll� PIl" Ila Il����IlII�TtITr tlA Nl�1 VT�T11d NlAPIl91T/E1N�T� WALLS W/ STUCCO OR PLASTER H/360 1" x 10" OR WIDER 3-8d ll111 FIN. / per support STATE IAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING IN THIS DRAWING AND/OR NLE THE ACCOMPANYING SPECIFICATION. UNLESS IT EXT. WALLS - WIND LOADS / BRITTLE L/240 * NOTE: NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" o.c. AT THE PANEL EDGE. IF WALL SHEATHING IS IS UNDER THE DIRECTION OF A LICENSED scale 3 4"" = 1 "-O" FIN. PROFESSIONAL. WHERE SUCH ALTERATIONS A. 6 NAILED 3"' o.c. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS ARE MADE THE LICENSED PROFESSIONAL / EXT. WALLS - WIND LOADS / L/120 SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH. MUST SIGN, SEAL, DATE AND DESCRIBE THE FLEXIBLE FIN. FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200328 BRANCH DUCT HVAC SYMBOLS HVAC ABBREVIATIONS NUT (TTP) W — ACC AIR COOLED CONDENSING UNIT SINGLE LINE DUCTWORK -NEW AD ACCESS DOOR Lox WASHER(TYP) VOLUME DAMPER SIMILAR % I AFF ABOVE FINISHED FLOOR TO BUSKIN MODEL _ VERTICAL DUCT DROP MD3510B AABOVE FINISHED 1200E AM AIR HANDLING UNIT Lo oR LT DUCTWORK WITH ACOUSTIC LINING � APD AIR PRESSURE DROP WOOD JOIST BHP BRAKE HORSEPOWER ___ MINI 6" ____________ BOP BOTTOM OF PIPE L� BTUH BN PER HOUR i— _—� MINIMUM VERTICAL DUCT RISE C CONDENSATE DRAIN DUCT UNDER PR FAN D (COOLING COIL APPLICATION) CLINCH COLLAR ® (SUPPLY AIR OR FAN DISCHARGE) CC COOLING COIL CFM CUBIC FEET PER MINUTE FLEXIBLE DUCT CONNECTOR CLG CEILING FJRNI6H ewP LEIMENTARY STEEL DUCT UNDER NEGATIVE FRESSUFE DB DRY BULB AND cOMNECT To EUILDING MAIN DUCT (RETURN,EXHAUST OR OUTSIDE AIR) DEGF. DEGREES FARENHEIT STRICTUM SUBMIT DETAILS FOR o 0 THERMOSTAT DP PIPE/DUCT DROP APPROVAL 45 ffm VOL" DAMPER — — FUTURE DUCT,PIPE AND EQUIPMENT DX DIRECT EXPANSION LL SUPPLY NOTES U EA EXHAUST AIR - I. USE FOR SYMBOL �WHETTI — EAT ENTERING AIR TEMPERATURE ]"MIN 0.EAR a AIR FLOW EXISTING DUCT,PIPE ETC. EL ELEVATION I W BRANCH DUCT AIR QUANTITY SPLITTER DAMPER F FAN (III, iI 'IIII , I" 18 LESS THAN 25% OF THE FLEXIBLE CONNECTION fDUGi) r ALIMMUM DRIP PAI WITH 6" RETURN/EXHAUST TOTAL AIR FLOW. �/� — —� EXISTING DUCT,FIFE,ETC.TO BE DEMOLISW4 FIRE DAMPER Ili' OVERHANG,V LIP.WEAL LLWTER T:'AD FIRE DAMPER W/ACCESS DOOR �4AIR FLOW FPI FINS PER INCH I, Tom' 2. DEPTH AT W 'MUST BE AiFFM FEET PER MINUTE LEAST 2" LESS THAN DEPTH NEW PIPE WITH DIRECTION OF FLOW LICUITECT 6EH6DR COMECT To FV FACE VELOCITY AT W. H MOTORIZED DAMPER LAT LEAVING AIR TEMPERATURE UGUI-TEOT PMJEL. 9 PIPE DROP LBS POUNDS FOR 4 EACHIEuNITJ.B MI AR TO MFR MMIUFACiURER MA6x INDu6TRIE6, Na TYPE THREADED ROD WITH RECTANGULAR DUCT ANGULAR TTPE 'A' AIR DENOE ----�— PIPE RISE RM R ROOMPIFE/ UCT RISE HS.NOMINAL 1-14"DEFLECTION LOCKWABHERNUT ASSEMBLY ®l1PJ, 400 CR`1 SUPPLY AIR T THERMOSTAT SII IIIc j, �' I VIII (TYP.FOR 4 EACH W ITJ I I I 2 TAP W/ HORIZONTAL D A M P E R T PE •D" AIR DEVICE W ION W/O W HPERATURE DETAILS FOR SUSPENDING A C UNIT "° 3mO CRM RETURN/EXHAUST AIR WB WITHOUT �� CONCENTRIC REDUCER WINS WET BULB M _ '� NOT TO SCALE WPD WIRE MESH SCREEN q VANED ELBOW X (PREFIX)EXISTNG I NOT TO SCALE seal: M — 1 WELD OR BOLT RADIUS ELBOW N WOOD JOIST UNISTRUT OR KINDORF PERT-CHANNEL Y Do O 20 SHEETMETAL DUCT(SED PAN(H$ WOOD DECK Cf) EXHAUST FIE S5. COVER PANEL AT SPECS) G 3-FACING SIDES BY HOOD WOOD JOIST n MFR.NOMINAL 24" HIGH, IT IS THE RESPONSIBITY OF THE STEEL ANGLE BRACKET WITH S CONTRACTOR TO VERIFY THAT THE COVER PANELS NUT,WASHERS AND LOCK WASHER METAL BAND ARE HIGH ENOUGH TO HIDE METAL BAND DUCTWORK BOLTED TO JOIST WxS" DUCT COLLAR ` TO KITCHEN EXHAUST HANGER STRAP DUCT (SEE PLANS) PROVIDE ALL REQ-D' HARDWARE FOR HANGER MOUNTING HOOD WARD ASSOCIATES REMOVEABLE LOAD RATED DUCT GREASE CUP FASTENER SELF TAPPING EQUIPMENT NOTES: Landscape Architects, SCREWS Architects, Engineers 6100% VAPORPROOF U.L. A. AIR OUTLETS LISTED INCANDESCENT I. CD: ® - SUPPLY AIR CEILING DIFFUSERS (CD), "NAILOR" MODEL RN5, STEEL, WITH LIGHT FIXTURE. ROUND NECK, REMOVABLE CORE AND OPPOSED BLADE DAMPER 1500 Lakeland Avenue (TYR OF 2) 8"x8" EXHAUs 4R FOR DUCTS LOW PRESSURE 2. CD: ® - SUPPLY AIR CEILING DIFFUSERS (CD), "NAILOR" MODEL 65O0L, STEEL, WITH Bohemia, N.Y. 11716 CONNECTION m OVER 49" WIDE SQUARE NECK, REMOVABLE CORE AND OPPOSED BLADE DAMPER (631) 563-4800 BAND OF SAME RECTANGULAR SIZE AS HANGER TUFiI UNDER DUCT 3. TR, BR, CR: ®I - SUPPLY AIR TOP (TR), BOTTOM (BW AND CEILING (CR) REGISTERS, STEEL S.S. BAGK9PLASH N STRAP BOTTOM DUCT 4 "NAILOR" MODEL 0 61DVO, DOUBLE DEFLECTION WITH OPPOSED BLADE DAMPER 45 West Main Street Q- --', 120V/IPH/60HZ PROVIDED BY FASTEN Little Falls, New York 11716 POWER SUPPLY HOOD MFR 4, TR, BR, CR: mI - RETURN/EXHAUST AIR TOP (TR), BOTTOM (BR) AND CEILING (CR) REGISTERS, FOR LIGHTS STEEL "NAILOR" MODEL F 6145H0, FIXED 45' ANGLE BLADES WITH OPPOSED BLADE DAMPER (315) 823-4384 KITCHEN EQUIPMENT ROUND 36 ' PIA. DUCT MAX. S. LBS: ® - FLOOR MOUNTED LINEAR FIXED BAR DIFFUSER, SEE DRAWINGS FOR SIZES, ALUMINUM 1/2" ,m. SPACING, 1/4" 15AR DEFLECTION, 15 DEFLECTION, EQUAL TO NAILOR MODEL 49-2410 W/OPPOSED project title: BLADE DAMPER FOR FLOOR OUTLET PROVIDE FLOOR MOUNTING FLANGE 3 KITCHEN WALL STYLE CANOPY HOOD DETAIL 4 METHOD O F HANGING DUCTWORK PROVIDE SHOP FABRICATED PLENUM BOXES FOR FLOOR PROPOSED MOUNTED LBS, IN ACCORDANCE WITH 5MACNA STANDARDS. ADDITIONS M - NOTES: 1/2 = l'-O" M_ 1. CEILING DIFFUSERS (CD) SHALL BE 12x12" UNLESS OTHERWISE NOTED to the I. REFER TO EQUIPMENT NOTES FOR SPECIFICATIONS. NOT TO SCALE 8. BORDER AND FRAME: LOBO a. TO MATCH( CEILING CONSTRUCTION. b. COORDINATE WITH GENERAL CONTRACTOR RESIDENCE 9. FINISH: BAKED ENAMEL, WHITE. AIR COOLED CONDENSING UNIT SCHEDULE 10. FINAL DIFFUSER LOCATION AS PER ARCHITECTURAL REFLECTED CEILING PLAN. UNIT CONDENSER CONDENSER COIL ELECTRICAL DATA DIMENSION (IN.) WEIGHT MANUFACTURER MODEL 4 EER REMARKS IL NAILOR AS STANDARD APPROVED EQUAL : TITUS, ANEMOSTAT. NI LOCATION SERVICE Ata AIR °JJCT. NQ. LxWxH (LBB( SIZE MBH rF TEMP,rF) F.A., 9QFi CFM RDW6 V/PH/HZ MCA MOCP ACC/I SEE PLANS AH/I 39ID 95 45 15.4 3190 2 208/1/60 24 40 43x31x21 300 RUUD UAPA-042JA IIID ORIENT, N.Y. ACG/2 SEE PLANS AHR 28b 95 45 15.8 2355 I 208/1/60 18 30 43x31x21 260 RUUD UJAPA-030JA 11.0 drawing title: B. KITCHEN HOOD DIRECT EXPANSION COOLING AIR HANDLING UNIT SCHEDULE I, PROVIDE EXHAUST HOOD AS SHOWN ON DRAWINGS AND IN ACCORDANCE E WITH WITH THE CONTRACT SPECIFICATIONS: a. 18 GA. 304 5.5. CONSTRUCTION WITH CONTINUOUSLY WELDED EXTERNAL T1 RHA n t� n UNIT SUPPLY FAN DATA eNT ACRO(O COOLING <P) BLOIIER GBRIaCLEAR DATA DIMENSION (IN.) WEIGHT MANUFACTURER M BDIZE � EER REMARKS SEAMS b. DIMENSIONS: 60"Lx30"Wx24"H M7,('ARH 11 HQnA1 NO. LOCATION SERVICE E5P TYPE T151-1 5MBH V/PH/HZ CFM DB u9 De LLB MHP MRFM AHA ATTIC IST FLOOR 1500 0.1 FC 80 61 55 54 39ID 285 1/3 900 208/1/60 35x22x21 110 FJ.IUP UBHC-21J 11.0 2-SPEED MOTOR c. VERTICAL STAMPED R B d. DUCT COLLAR AH/2 ATTIC 2ND FLOOR 1050 05 FC SO 61 58 51 28b 20b 1/4 900 208/1/60 3542x11 100 RUUD UBHC-nJ IIID 2-51-EED MOTOR e. RECE85ED GLOBE INCANDE5CANT LIGHTS f1 TI cy ➢DTI1�T1 F. ON/OFF LIGHT SWITCH 71 11Yll911a , IId'TAHIIA5, NOTES g. INSULATED STAINLESS STEEL BACKSPLASH (� D D DETV 5 v v T '1 I. ACCESSORIES: h. FILTER REMOVAL TOOL A DDD71ETVEA Il II(D_N0, a. THROWAWAY FILTERS I. EQUAL TO GIREENHECK, MODEL CHEW T1 b. CONTROL PACKAGE INCLUDING J. ENCLOSURE (PANELS (TO SPAN BETWEEN) HOOD AND CEILING 3gIAR IidDD�QJIIA310 PROGRAMMABLE THERMOSTAT C. KICKBASE HEATER CHTR/U I. HIGH PERFORMANCE MANIFOLD TYPE HEATER: a. BUILT IN AIR 'V'ENTS FAN SCHEDULE b. ALUMINUM F114NED TUBE HEAT EXCHANGER drawn by: checked by: c. 2-SPEED BLOWER MOTOR, PERMANENTLY LUBED JD _MF d. AQUASTAT TO SHUT OFF BLOWER IF WATER E.S.P. (DIMENSION, IN. TEMP LESS THAN 130 DEGF. date: scale: CFM WHEEL SONES ELECTRICAL REQUIREMENTS WEIGHT e, HOT DIPPED GALVANIZED CHAS515 1-15-OAS A5 NOTED (IN. STANDARD FRPM WHEEL DIAMETER L%WxH LBS. MANUFACTURER MODEL NO. REMARKS FAN N0. SERVICE FATrIC TYPE W.G.) ( AIR (IN.) (dB) RPM VOLT/PH/HZ (DIA.xDEPTH) (LBS.) f. 14 Ya"x11x3 a/e" iWITH 22"x3 Ye" GRILLE WATTS g. 2 CFM drawing number: F/1 2ND FL IN-LINE D.3 100 1550 FC 5 2.8 (79) 1550 115/1/60 1OX13X10 30 PENN Z5H(TDA) h. 1221 BTUH o UN DEGF. HOT WATER BATHCABINET VENTILATION I. PROVIDE MOUNTING KI7 F/2 KITCHEN HOODALLSWEWALL 0.5 200 1550 FC 8 7.6 1/20 1550 115/1/60 21x14 40 GREENHECK CW-080-D J. 41 WATTS a 12aaV/iPH/60HZ / K SLANT-FIN, TK-90 D. FINNED TUBE 'RADIATOR (ETR/1) I. HEAVY DUTY HUGH OUTPUT BASEBOARD RADIATION (PTR/D; 18 GAUGE ILII\V) 1111 of FRONT PANEL, AIFFOIL DAMPER, ALUMINIUM FINS, SUPPORT BRACKETS AND o NOTES: MOUNTING HARDWARE I. IN-LINE CABINET FAN: I. (CONTINUED) 2. SIDEWALL EXHAUST FAN: 2. eIDEWALL EXHAUST FAN (CONTINUED) a. 3/4' DIAMETER TUBE ELEMENT a.GALVANIZED STEEL CONSTRUCTION e.MANUAL STARTER W/PILOT LIGHT a. HEAVY GAUGE ALUMINUM HOUSING d. UNIT MOUNTED DISCONNECT SWITCH b. 3"x3 Y4"x0.024' FINS o 4 FPI b. DOUBLE WIDTH FORWARD CURVED WHEEL f.REMOVABLE ACCESS DOOR WINDBAND AND WHEEL CONSTRU_tION a. WALL MOUNTING BRACKET c. 800 BTUH PER FOOT m I GPM/180 DEGF. HEATING WATER c. THERMALLY PROTECTED MOTOR g.F/4: PROVIDE HUMIDISTAT, INTERLOCK c. DIRECT DRIVE f'. MANUAL STARTER W/PILOT LIGHT d. SLANT-FIN, MIUI-TIFAK-80 d. INTERNAL ACOUSTIC LINING WITH FAN START CONTROLS, TO c. PILLOW BLOCK BEARINGS, g. SOLID STATE SPEED CONTROLLER STATE PA PROHIBITS ANY PERSON FROM ALTERING MAINTAIN 60% SPADE RELATIVE ANYTHING ON THIS DRAWING AND OR THE ACCOMPANYING SPECIFICATION. U LESS IT HLMIDITY SETPOINT 100,000 HR5 (LIO) IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200338 - ll r �hli I 3/4" HHW /R 3/4" HHWS/R -- -- CR 10x6 NK ' -� Jr "1- DN_ __ O ON 10x0NK - ��(I00) C2807 ff -I V . lVl ��i' rr/` '' , r 'F, SII - , V) I u. _- -- I� - - - }��l ___ - -' y - LBS I'_B5 FT _ L = - _ - L_� - - - -- - - -_ / - „ r - It r 12x /12 3NK ��- B b T - � � I I i' C�L_ (55) A `P JJJ x6T_ - 11i ,I DN K . - WP4-rf ill )WP � -I W ` IC)� fc L�- WF' r„ _ 1 rr T,�� I'm i" ACOI�STIG 10x6 NK mDP LINE tYP (100) L" s x „ II' 8x4NK II,, m ' C 8 ro__ _- 20x12xD12 FACE „ �I ori 28O)K Bx0NIC1 - L: LBS 5801: l"d I -~1 12x4NK Ir. - (120) CONDENSF�TE- -- - 0x6 NK (300) I OEY E �O ._7 b _ Q. TYFGAL � m � SEE PET S i I I IF 2 4 ' xl �, ) - -- -- IY"Rs RL Ili _ cd -- - PIPE OND SATE TO e ,J4 NEARLND GING � sl OR =J - 3 - r,�i LBS LBS 11NAGE" ROOF GUTTER t _ _ AH. DRA _ III ' � I'y, 8x4NK � � Irl _ 1 � __ 12x4NK � HORIZONTAL (150) n �I 12x10 2 '� ?"TO AH/ Ii l51 �I - _ - 1 r'"I r 2D0x3 (120) DISCHARGE, -� 1� TOP OF N� MOUNTED T TG - - - - - TO AH/I---oBASE O�KTGI-IEN I8x24NK ---1 L. n �1�'I ... _ �-�- --rl-�- 1 t I'4 - - _____ If ITS MILLWORK9TYP _ DN _- _ I�� l VIII --_- -- - FOR 2) �- �'� - - �l LBs r;r �. I -a 111 -, 3/4" HHWS/R WARD ASSOCIATES LE - 25x03NIC - - �qI�l - - - �. r_ " -- _ --- - .-_ GRIL 12 BFC I` D -� 1 I�� -__ '," - -� 'E -_- - f - � -��� ' IE _ _ - = - - - - I - - -,1 j ---- t - I ,I�r\hl.90 sclNa e Landscape Architects, I I I _l ArcMtects, Engineers - . 18x24NK — I 12x5NK �I .CI- :EII �I 10 � E` �I I . (140) 11 I 1 1500 Lakeland Avenue - ! s) BO TQ J i 20A', In NKU i +1�L Frvr.� LBS I�.1 OF GRILLE 'I d) - ,ri DN Bohemia,N.Y. 11716 12x3NK 12" FF _ L" r, 1 �(80) (631)5634800 - ,-- -- --- - - --- -L_. HTR 45West Main Street _ - LBS L s �rr IJttie Falls,NsW YOrk 11716 _ 4. -- r / ! H RIZ NT',4L ACO 1 I � OR r. �- cl0o) R _ , DISCHARGE , I Ys'Rs/Y,"RL (315) 8234384 /vx4NK ''`Fi" r,_IT:_. ILJ�. 1;1`;INr'l CJ F...iC.1 1 ✓� ' I$k5i K- I — UP 2 em) LBs f 140) o '? Project title: J 20x4 —� _ DYlalRL 1200) J)'I DN _ -=T PROPOSED I -_I ___ _ ___ I 8x8 DP _ I .� ,, . ) -_- CONNECT TO _ ADDITIONS 1� --- - - ------- -- ,-j- il - - - --- k -- -- - --- ----- - - ----- - , -.IiE. �C80 S ;.I � I ( JIl ITCHEN HOOD -'. I 2 to the DN LOBO ) 0 �I 5 Acc RESIDENCE '�-_ - --- " FTR �, � // � �\ ¢� � - �� Ye''RS//e''RL O d T_ DN I - ` -__ . EN'CL OU N /AND INU 5 (i ) KITCF4EN H D 1 _ OS�RE SEE �c�UIPM IIT - _ 5'-0" L li`r. 3/4'I,NHWS [COTES AN FIRETA�ICOORIDINA E sMt� L, `� ORIENT, N.Y. - -- - - 3/4' HHWIR I l RFC I11I KITCH J11 - .�.j - --- - - ---- - -- -- ---- -_- -"' =� - ,_Pd nl, -12x41NK -=' h1Y l,9v'rRr, ..� IIM+J'2�h ,5v 1 v�I, O ER iQ? yJ b 'rS'17.rVrS�'_7);','r",? drawing title: DN �1 21-011 L -- { CONTINUOU r ,ViS Jr " -,u - - LBS ` n 1. 11 __ / FOR - - - 1 RADIATOR - i;11� 3/4' HHWR ARCHITECTURAL CONTINUATION OF - - -- _ - -_ - --------- - - -- - --`- - -_ - -I ENCLOSURE _-- P (170) _._- DN _ _ _ --_- _--------- --- DRAIUING9 FOR--------- -- _--- - RS/RL PIPING FTR - -- - - -- - - DN II HHWS DIMENSIONAL BASEMAEXACT RIErER N PLAN �Il'70%0T d� 1 -_ _ -__-- _ -_- . --- REQUIREMENTS 0.yL300 VT➢D 2'-0" L Ila IId007-k � 3g1A0IN D JP41UGRIl% HD31'AH-HA �TII0A1 R` 1A17 1 Il+ HR%'2 'P Il{ Iid00T-a D fl? 11A ID[ F� 10TIIQ: A1 R" Hd .� N q9 _ T , �II➢dQAIIII��Q IIQa��IId scale 1/4"=1'-0" II'✓i . ..- scale 1/4"=1'-0" IlDIIjAfg5 drawn by: checked by: JD LMF date: scale: 1-15-04 AS NOTED drawing number: o1OF STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.; 200338 U10 - - - -- 12x3 UP 3/4" HH R 3/4" HHWS/R UP- �[� �X-' ___ _ - - J,- . I 55) C55 I ooh L — SBOI: x) N t Do bm 3/41, HHWS/R I i c g r - CONNECT TO7 g BA UF EXISTING HEATING \ WATER SYSTEM - -- it w m (1201) - WARD ASSOCIATES ; I 100 Ti- rri ! , .: .ar:_, ,;,; Landscape Architects, laxb � � III ( ') Architects, Engineers UP -- - 12x4 - up 1500 Lakeland Avenue VC) Bohemia, N.Y. 11716 - -- - m (631)563-4800 I 71zID�1� 45 West Main Sheet Little Falls,New York 11716 �I - -- III =1�- .--llf (315) 823-4384 C9 __— 20X3 • , ' 3/4" HHW9 R project title: III !; III UP EXISTICONNNG HEATING UP12x3 x ��'— 5 A, WATER SYSTEM PROPOSED IIS - - -III 20X20 ADDITIONS mm 6a L✓:E'nPdc ;: _L ,,'2 III em Fc = �- R x2ID om 6 w 6 UPx4 to the n4IDa LOBO 12x10 IS11ID 11 12x1ID ! RESIDENCE r 7150) 0n a ba VD VD JANGLE 6a 3/4" HHWS/R • F� vD ba 6a ba 1 UP 6m 12x3 PIPE UP CONDENSATE TO 12x3 NEAREST WASTE ( �. 6¢�� � � 20x4 ORIENT, N.Y. UP LINE. CONNECT v — SNI/ ' UP DRAIN VIA NEL VD drawing title: UP— _ --__6l6ID)-- - 12x3__1 - - A - - S�EQUIPM __ ._ UO�MaJ a G7UAL- TT CI40V I' 12x3 — - . - T 1 7"" ENT 3/4 HHWS/R �/4" HNWB J-..�C50I DN ?e RU.IL !GIANT MODEL �' � Q.�e➢dIldIld��I1$ L LE - — - UP 6 CONNECT TO _ _ VCM-15UL EXISTING HEATING NEL: �IlILQAIIIlIA�ITIlQAlAIl� WATER SYSTEM F' l u I Ye"RS VRL v D 7 Uf- KAM bo FOR - .-. — - — ._._J -. . - o-i ". 'c (120) - CONTINUATION OF drawn by: checked by: 1'__ . u : '. I RRL PIPING JD LMF " "---`--"-"�---- I REFER TO FIRST 3/4" HHW 3/4" HHWS 3/4" HHWRFLOOR PLAN date: scale: UP 12x3 UP UP 1-15-04 A5 NOTED UP drawing number: aSVa� o .D OF -1- - Qa ➢➢ ➢dIAIln IM ➢dGIIIl !ANIlQdA. Ila IlDIAN M . 3 scale ,i4„_ ,_D„ STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200328 PROPOSED ADDITIONS to the LOBO RESIDENCE GENERAL CONSTRUCTION PLUMBING ELECTRICAL 1. GENERAL 1. GENERAL - FURNISH ALL LABOR, MATERIAL$._EQUIPMENT, PLANS, TOOLS, AND SERVICES NECESSARY AND REQUIRED 1 . GENERAL - FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANS, TOOLS, AND SERVICES NECESSARY AND REQUIRED PROJECT INCLUDES THE REMOVAL / PARTIAL DEMOLITION AND CONSTRUCTION OF ADDITIONS TO AN EXISTING FOR PROPER AND COMPLETE INSTALLATION F THE PLUMBING SYSTEMS AND RELATED WORK TO INCLUDE BUT NOT FOR PROPER AND COMPLETE INSTALLATION OF ALL ELECTRICAL SYSTEMS AND RELATED WORK TO INCLUDE, BUT NOT RESIDENCE INCLUDING BUT NOT LIMITED TO EXCAVATION, FOUNDATIONS, UTILITIES, FRAMING, INSULATION, WINDOWS WASTE AND VENT PIPING, INCLUDING ALL THEIR RESPECTIVE CONNECTIONS, DEVICES, APPURTENANCES WITHIN THE PROTECTION EQUIPMENT APPLIANC CONNECTIONS, DISTRIBUTION AND AND DOORS, FINISHES, SIDING, ROOFING, PLUMBING, HVAC AND ELECTRICAL SYSTEMS, LANDSCAPING AND PAVEMENTS. BUILDING LINES OF THE PREMISES. PLUMBING FIXTURES TO INCLUDE, BUT NOT BE LIMITED TO: SINKS, HOSE SHOWN ON THE APPLICABLE DRAWINGS AND ASNORMALLY SPECIFIED N TALL HIS TYPEEOFWPROJECTE SCOPE OF WORK AS CONTRACTOR SHALL OBTAIN ALL PERMITS, UL CERTIFICATES AND FINAL C.O. BIBBS AND WASHING MACHINE, DISHWASHER CONNECTIONS. 2. CONCRETE - 3500 PSI AT 28 DAYS ASTM 94 READY-MIXED CONCRETE, 2. CODES: ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE AND THE NATIONAL 3 STEEL BAR REINFORCING - ASTM 615 WELDED WIRE FABRIC - ASTM A-185. 2. CODES - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CODE(S) HAVING JURISTICTION ELECTRIC CODE (NEC), LATEST EDITION. 4. STRUCTURAL STEEL - (LINTELS, PLATE, GIRDERS, ETC.) TO BE ASTM A-572 GRADE PRIME PAINTED. 3. PIPING - COLD/HOT WATER AND PIPING FOR AIR HANDLERS - TYPE L COPPER TUBING (ANSI H231) WITH SOLDER 3. SERVICE ENTRANCE & EQUIPMENT - EXISTING. ADD CIRCUITS TO EXISTING PANEL FOR *LISTED. MENT. 5, VAPOR BARRIER - ASTM E-96 POLYETHYLENE FILM 6 MIL THICK WITH TAPED SEAMS. TYPE FITTINGS AND JOINTS MADE WITH 95/5 SOFT METAL SOLDER. BELOW GROUND PIPING TO BE TYPE K COPPER 4, CIRCUIT BREAKERS - SINGLE POLE 15 AND 20 AMPERE CIRCUIT BREAKERS SHALL BEAS "SWITCHING 6 LUMBER TUBING, RISERS AND MAINS TO BE 3/4 INCH, ALL BRANCH LINES TO FIXTURES E BE IDE INCH, PROVIDE SHUT BREAKERS" AT 120 V A.C. AND CARRY THE SWD MARKINGS. CIRCUIT BREAKERS SHALL SINGLE POLE A. DOUGLAS FIR N0. 1 GRADE WITH BASE Fb = 1000 PSI AND E = 1,700,000, 19% M.C. max. OFF AND DRAIN VALVE IN THE CRAWL SPACE FOR EACH RISER AND PROVIDE VALVE TAG IDENTIFICATION. BREAKERS WITH HANDLE TIES NOT ACCEPTABLE. ALL CIRCUIT BREAKERS SHALL BE MARKED AND A PANEL SING B. PLYWOOD 4. DRAINAGE PIPING - BELOW GROUND SANITARY PIPING SHALL BE CAST IRON SOIL PIPE (ASTM-A-14), SERVICE WEIGHT. PROVIDED AT THE PANEL WITH A COPY TO THE OWNER. DULE 2 WALL SHR - 3/4" TH , CEX INTERIOR APA WITH EXTERIOR GLUE. (PL-PREMIUM GLUE DOWN WITH NAILING) PROVIDE CONNECTION TO THE EXISTING SANITARY SYSTEM. 2 WALL SHEATHING - 54/ EXTERIOR GRADE APA, FIR PLYWOOD 5. SANITARY VENT PIPING - PVC PIPE AND FITTINGS OR AS REQUIRED BY LOCAL CODE. 5. TELEPHONE OUTLETS - PROVIDE TWO SEPARATE TELEPHONE LINES. 3 ROOF SHEATHING -SUBFLOORS 3/4" TH., H. EXTERIOR APA, FIR PLYWOOD. 6. FLASHING - FLASHING MATERIALS TO BE 16 OZ i COPPER MIN 6. CABLE & WIRING 4 CARPET & TILE SUBFLOORS - WOO TH. C-D EXTERIOR APA. (PL-PREMIUM GLUE DOWN WITH NAILING) WITH 7. HOSE BIB - HOSE BIRDS TO BE NON-FREEZE TYPE WITH INTERIOR SHUT-OFF VALVE. A. BRANCH CIRCUITS (INTERIOR) - TYPE NM OR NMC UNDERLAYMENT - 1/4" AC PLYWOOD (FIR) 8. PLUMBING FIXTURES - CONTRACTOR TO PROVIDE ALL ROUGHING, VALVES, FITTINGS, ETC. FOR COMPLETE JOB. ALL B. SERVICE ENTRANCE (DIRECT BURIAL) - TYPE USE C CONNECTORS - SIMPSON STRONG-TIE OR EQUAL, ALL TO BE HOT DIP HEAVY GALVANIZED, FIXTURES SHALL BE KOHLER IN COLOR AS SELECTED ROUGHING, THE OWNER. ALL FITTINGS SHALL BE NICKEL FINISH. C. FEEDERS - TYPE NNM, NMC, OR SEC D. SILLS, DECK FRAMING AND POSTS - SOUTHERN YELLOW PINE #2 OR BETTER, ACO TREATED (.40 PCF) D. UNDERGROUND DISTRIBUTION DIRECT BURIAL (NIC) KDAT. - KITCHEN SINK SHALL BE E. CONDUCTORS TO BE COPPER ( ) - TYPE OF - NIC E SOFFITS 3/8" EXT. GRADE A WITH PLYWOOD APA. PRE-STAIN ALL SURFACES WITH SOLID STAIN LE MATCH SIDING, 9. VALVES - VALVES TO BE BRASS/BRONZE BODY, - 125 PSIG. ALL VERTICAL SUPPLY RISERS AND BRANCH LINES F. INSULATION (600 VOLT) #10 AWG AND SMALLER - THWN/THHN, #8 AWG AND LARGER - THN, THWN, 7. ROOFING - GAF TIMBERLINE ULTRA WITH TIM BERTEX RIDGE MATERIAL, ICE AND WATER-SHIELD AT VALLEYS/EAVES. SHALL BE PROVIDED WITH DRAIN TEES AND SHUTOFF VALVES AT CRAWL SPACES, G. XHHW (PVC FOR NM OR OF CABLES). 8. LEADERS & GUTTERS - 6" COMMERCIAL ALUMINUM GUTTERS AND LEADERS, COLOR SHALL BE AS SELECTED, PROVIDE NEUTRAL WIRE SHALL HAVE A WHITE OUTER COVERING THROUGHOUT SYSTEM. EQUIPMENT GROUND WIRE SHALL 10. CLEANOUTS - CLEANOUTS TO BE FULL SIZE OF PIPE WITH THREADED BRASS SCREW PLUGS. HAVE A GREEN OUTER COVERING THROUGHOUT SYSTEM. MARK CABLES OR WIRE WITHOUT COLOR CODED JACKETS CONTINUOUS LEAF GUARDS AND ROOF HANGERS AT 30" MAXIMUM. 11, PLATES - PLATES FOR FINISHED SPACES TO BE CHROME PLATED SPLIT BRASS. WITH NON-FADING COLOR CODED TAPE AT TERMINATIONS AND OTHER ACCESSIBLE LOCATIONS, 9. SHEET METAL FLASHINGS & ROOFING - SHALL BE 16 OUNCE COPPER AT ALL ROOF PENETRATIONS AND WALL/ROOF 12. PIPE INSULATION - PIPE INSULATION TO BE CELLULAR FOAM OF THICKNESS REQUIRED BY THE NEW YORK STATE ENERGY 7. RACEWAY - RACEWAY TO BE RIGID METAL CONDUIT OR SCHEDULE 40 PVC (WHERE PERMITTED BY CODE). INTERSECTIONS, AND ROOFING, CONSERVATION CONSTRUCTION CODE; PROVIDE ON ALL INTERIOR COLD AND HOT WATER AND AIR HANDLER PIPING. RUCTION TO BE PVC WALL 1D TERMITE SHIELDS - SHALL BE .019" ALUM. WITH SEALANT JOINTS AT LAPS AND BOLT PENETRATIONS. 13. CIRCULATORS - CIRCULATOR, ONE FOR EACH HEATING ZONE, ONE FOR THE WATER HEATER, AND ONE FOR RADIANT B 8. OUTLET BOXES - OUTLET BOXES IN DRY CONCEALED LOCATIONS FOR WOOD FRAME CONSTRUCTION AND NORYL CEILING BOXES. IN EXPOSED LOCATIONS USE 4" SQUARE CAST CONSTUM BOXES AND 11. PROVIDE SILL SEALER (POLYETHYLENE) UNDER ACO SILL PLATES. HEAT ZONE TO BE B & G. SERIES 10, SIZED FOR APPROPRIATE GPM WITH SETTLEABLE FLOW CHECK. PIPE SIZE 1 WEATHERPROOF COVERS. FINISHED 12. FASCIA & WOOD TRIM - CLEAR CEDAR, 5/4 x 8 FASCIAS, 1 x 3 TRIM, 5/4 x 4 CASING, 5/4 x 8 FRIEZE AND OTHER INCH, SEALS TO BE SUITABLE FOR GLYCOL SOLUTION. CONNECT PIPING TO AIR HANDLER AND BOILER, 9. SWITCHES - SWITCHES, PRESSURE-SENSITIVE TYPE, 15 AMP, 120/277 VOLT, BACK AND SIDE W TRIM AS SHOWN. ON THE ELEVATIONS. BACKPRIME AND PRE-STAIN ALL EXTERIOR WOOD. 14. MANUALS - CONTRACTOR TO PROVIDE ALL PRODUCT LITERATURE, WARRANTIES, AND INSTRUCTION TO OWNER. DOUBLE POLE, THREE-WAY AND DIMMER TYPE AS REQUIRED, DECORA TYPE. IRED SINGLE POLE, 13 SIDING - "CEDAR IMPRESSIONS" IN COLOR SELECTED BY OWNER (BASE BID), CLEAR CEDAR SHINGLES (ALTERNATE BID) 15. CLEANUP - CONTRACTOR TO CLEAN UP AND DISPOSE OF DAILY, ALL HIS TRADE RELATED DEBRIS AND WASTE 10. EQUIPMENT WIRING - PROVIDE AND INSTALL ALL LINE VOLTAGE WIRING FOR EQUIPMENT BY OTHER TRADES. - "R&R". PRE-STAINED WITH SOLID STAIN.(CABOT'S, BENJAMIN MOORE, OLYMPIC)- INSTALL SIDING OVER TYVEK MATERIALS. HOUSEWRAP WITH TAPED SEAMS. 11. DUPLEX RECEPTACLES - PROVIDE 15 AMP 125 VOLT BACK AND SIDE WIRED DUPLEX RECEPTACLES ON ALL 14. WALL BASE - 1" x 6" HEIGHT CLEAR PINE WITH OGEE TOP EDGE AND SHOE. MULTI-RECEPTACLE 15 AND 20 AMPERE CIRCUITS. PROVIDE 200 AMP 125 VOLT BACK AND SIDE WIRED DUPLEX 15. WOOD STAIR BALUSTRADE - MORGAN "EASTERN POINT" MODEL 857, NEWEL POSTS / CAP, WOOD RECEPTACLE ON ALL SINGLE RECEPTACLE 20 AMPERE CIRCUITS. GROUND FAULT CIRCUIT INTERRUPTING - 20 AMP 125 GAURDRAIL AND BALUSTRADES. ALL OAK. VOLT WITH INDICATOR. REPLACE ALL EXISTING OUTLETS AND PLATES. ALL DECORA TYPE, 16. INSULATION - FIBERGLASS & RIGID INSULATION BATTS WITH VAPOR BARRIER BY OWENS-CORNING. THICKNESS AS FOLLOWS: 12. PLATES - PROVIDE PLATES FOR ALL OUTLET BOXES (RECEPTACLES, SWITCH, TELEPHONE, BLANK OR COMBINATION). SMOOTH PLASTIC UREA (WHITE COLOR) UNLESS INDICATED OTHERWISE. MULTI-GANG SWITCHES, RECEPTACLES, ETC. A. 12" R-38 - BETWEEN RAFTERS (VENT SPACE ABOVE) 12" ABOVE ATTIC CEILING (FLAT AREAS) SHALL BE IN A COMMON, ONE-PIECE PLATE. DECORA TYPE. B. 6" R-19 - EXTERIOR WALLS (16" WIDTH) C 4" R-11 - BETWEEN ADJACENT ROOMS - HORIZONTAL AND VERTICAL, UNPAGED. 13. BATHROOM VENT UNIT - BROAN SENSAIRE MODEL NO. MHS120L, 120 CFM, MOTION AND HUMIDITY SENSING UNITS, PROVIDE COMPLETE WITH LIGHTING, BATTERIES, DUCT KITS AND SOFFIT/WALL VENTS, COLOR TO MATCH ROOFING. D 6" R-19 - FIRST FLOOR CEILINGS E. 8" R-30 - BETWEEN BASEMENT AND FIRST FLOOR. R-30C IN CATHEDRAL CEILINGS. 14. LIGHTING FIXTURES - LIGHTING FIXTURES TO BE HALO (HIGH HATS) OTHER FIXTURES AS SELECTED BY OWNER. PROVIDE F. 2" (R-10) - EXTRUDED POLYSTYRENE RIGID INSULATION, R-10 MIN. MASTIC APPLICATION, HVAC ALLOWANCE OF $2000 FOR LIGHTING FIXTURES. HI-HATS ARE TO BE INCLUDED IN BASE BID. 17 DOORS AND WINDOWS 1. GENERAL - FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANS, TOOLS AND SERVICES NECESSARY AND REQUIRED 15. SECURITY , CARBON MONOXIDE & FIRE PROTECTION SYSTEM, A. INTERIOR DOORS, SOLID FIR, 4 PANEL DOORS. STAIN/POLYURETHANE FINISH AS SELECTED. FOR PROPER AND COMPLETE INSTALLATION OF ALL VENTILATING, AND AIR CONDITIONING SYSTEM AND RELATED WORK, A FIRE AND SMOKE DETECTORS SHALL WPROVIDED IN EACH HABITABLE SPACE AND ON ALL LEVELS. I B. WINDOWS AND GLASS DOORS - ANDERSEN CO., PERMA-SHIELD HIGH PERFORMANCE, COLOR AS SELECTED. ALL WITH HVAC SYSTEMS WILL INCLUDE, BUT NOT BE LIMITED TO, AIR HANDLING, VENTING, DUCTWORK, BASEBOARD AND DEVICES SHALL BE DIRECT CONNECT WILIGHTS AND BATTERY BACKOTA SCREENS TO MATCH, PROVIDE EXTENSION JAMBS. MARINE GRADE WHITE EGRESS HARDWARE. KICKSPACE HEATING UNITS AND ALL SYSTEM RELATED PIPING, VALVING, CONTROLS AND WIRING, ELECTRICAL B. PROVIDE CARBON MONOXIDE DETECTION/ALARM SYSTEM AS PART OF TOTAL SYSTEM. C. DOOR FRAMES - TO BE MADE UP FROM 5/4" PINE WITH INTEGRAL STOP AND BUILT- UP WOOD INTERIOR TRIM COORDINATION WITH ELECTRICAL CONTRACTOR FOR LINE VOLTAGE WIRING, AND ALL NECESSARY DEVICES FOR 16. ELECTRICAL EQUIPMENT - ALL NECESSARY WIRING, SWITCHES, MOTORS, AND OTHER ELECTRICAL EQUIPMENT REQUIRED BY 5/4 x4 WITH EASED EDGE, MITER ALL CUTS. COMPLETE FULLY OPERATING SYSTEM AS SHOWN ON THE APPROPRIATE DRAWINGS. OTHER TRADES (WITH SPECIAL EMPHASIS ON THE HEATING AND AIR CONDITIONING SYSTEM AND KITCHEN EQUIPMENT) D. EXTERIOR ENTRY DOOR AND SIDE LIGHTS, SOLID WOOD DOOR, PRE-HUNG. SIMPSON OR EQUAL, AS SELECTED BY NOTE: PROVIDE AN ALTERNATE COST FOR REPLACEMENT OF ALL EXISTING BASEBOARD HEATING WITH RUNTAL UF2 SHALL BE PROVIDED AS NECESSARY FOR A COMPLETE OPERATIONAL SYSTEM, AS SHOWN ON THE DRAWINGS AND OWNER. CAULK EXTERIOR ALL AROUND DRIP CAP AND FLASHING AT HEAD (EXTERIOR). PANEL UNITS OF EQUIVALENT OUTPUT. SPECIFIED. 18. CAULKING - LEXCEL EXTERIOR; ACRYLIC LATEX INTERIOR. 2. CODES - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE(S). 17. CABLES - COORDINATE TELEPHONE AND CABLE TV JACKS, AND SECURITY CONNECTIONS AND BE SCHEDULED WITH THE 19. ADHESIVES - PL PREMIUM AS MANUFACTURED BY CONTECH BRANDS (TO BE USED IN ADHERING PLYWOOD SUBFLOOR 3. COOLING SYSTEM - PROVIDE A TWO ZONE COOLING SYSTEM - EACH ZONE SHALL BE COMPLETE WITH DUCTWORK, AIR OWNER AND THE LOCAL UTILITY COMPANY. AS REQUISITE FOR FINAL ACCEPTANCE AND PAYMENT, DELIVER TO OWNER TWO TO FLOOR JOISTS). HANDLER, AIR COOLED CONDENSING UNIT, REGISTERS, GRILLES, CONTROLS AND RELATED ACCESSORIES. EACH AIR (2) COPIES OF A CERTIFICATE FROM UL AND LOCAL AUTHORITY, SHOWING ACCEPTABILITY OF WORK DONE UNDER THIS 20. HARDWARE HANDLER IS TO HAVE A DIRCT EXPANSION (DX) REFRIGERANT COIL. CONTRACTOR TO PROVIDE FABRICATION DRAWINGS CONTRACT OF SUPPLY AND RETURN DUCTS, INCLUDING SIZING, ROUTING AND SUPPORT TO SATISFY THE REQUIREMENTS OF EACH 18. CENTRAL VACUUM SYSTEM - AIR-VAC MODEL 180 OR EQUAL. PROVIDE OUTLETS AS SHOWN ON THE DRAWINGS A. HINGES - GER, S E LEVER TYPE. FUNCTION TO MATCH SPACE UTILIZATION. FINISH AS SELECTED. ZONE. NO WORK SHALL PROCEED WITHOUT THE APPROVAL OF THE FABRICATION DRAWINGS BY THE ARCHITECT. THROUGHOUT THE RESIDENCE. B. HINGES - HAGER, STANLEY OR EQUAL - BALL TYPE FINIALS, REMOVABLE PINS. C. C THERMOSTATS - THERMOSTATS TO BE DAY/NIGHT SET BACK, DIGITAL, ELECTRONIC TYPE WITH 19. POWER INTERRUPTIONS - ALL REQUIRED POWER, TELEPHONE, AND CABLE TV INTERRUPTIONS SHALL D, STOPS STOPS - SOUS - STANLEY (CAB. PULLS, ETC.).FLUSH BOLTS, PULLS, BUMPERS - IVES. CLOCK. CONTROL WIRING BY HVAC CONTRACTOR. WITH THE RESPECTIVE COMPANIES. OPERATIONAL CHECKS5. DUCT WORK - DUCT WORK TO BE FABRICATED IN ACCORDANCE WITH SMACNA STANDARDS INCLUDING TRANSITIONS, 20. MANUALS - CONTRACTOR TO PROVIDE ALL PRODUCT LITERATURE, WARRANTIES, AND INSTRUCTION TO OWNER. 21 , GYPSUM BOARD BENDS, TAKE-OFFS, ETC , DESIGNED FOR MINIMUM STATIC LOSSES. DUCT MATERIAL TO BE GALVANIZED SHEET METAL 21. GROUND RODS - GROUND RODS SHALL BE 5/8" DIA. BY 8' LONG COPPER WELD AND SHALL MEET ALL THE REQUIREMENTS A. INTERIOR WALLS AND CEILINGS, 1/2" THICK, TAPE AND SPACKLE ALL JOINTS. UNLESS OTHERWISE NOTED ON THE DRAWINGS, SHEETMETAL SHALL BE OF 26 GAUGE UP TO 24 INCHES WIDE AND 24 AND PROVISIONS OF THE NEC. B. BATHROOM WALLS AND CEILINGS, KITCHEN AND LAUNDRY ROOM BACKSPLASH AREAS , 1/2" THICK WR, TAPE AND GAUGE ABOVE 24 INCHES WIDE SEAMS AND JOINTS SHALL BE SUCH THAT LEAKAGE IS NOT MORE THAN 3%. SPACKLE. WHERE NOTED DUCTS SHALL HAVE '�l-INCH THICK RIGID FIBERGLASS ACOUSTICAL LINER HAVING AN ACRYLIC SURFACE 22. CIND W - CONTRACTOR TO CLEAN UP AND DISPOSE OF DAILY, ALL HIS TRADE RELATED DEBRIS C. WONDERBOARD FOR TUB SURROUNDS AND TILE SHOWERS. TREATMENT. ALL DUCTWORK SHALL HAVE A 2-THICK THERMAL INSULATION BLANKET HAVING A VAPOR BARRIER. AIWASTE MATERIALS. D. BOILER AREA CEILING, TYPE X, 5/8" THICK, TAPED AND SPACKLED, PORTIONS OF DUCT HAVING ACOUSTIC LINER SHALL IN ADDITION BE INSULATED WITH MINIMUM 1' THICK THERMAL 22, CERAMIC TILE FLOOR TILE & WALLBASE - AS SELECTED BY OWNER. PROVIDE $3000 LABOR AND MATERIAL ALLOWANCE, BLANKET. 23. CABINETS - CUSTOM QUALITY WITH COUNTER TOPS. UNITS SHALL INCLUDE VANITIES, KITCHEN CABINETS,STORAGE UNITS, 6. FILTERS - FILTERS SHALL BE MINIMUM 307 EFFICIENT, THROWAWAY TYPE. HALL DISPLAY BUILT- IN UNIT. PROVIDE BID FOR MATERIALS, FABRICATION AND INSTALLATION. 7. VOLUME DAMPER - WHERE SHOWN ON DRAWINGS AND AS REQUIRED FOR PROPER BALANCING, PROVIDE VOLUME 24, PAINTING DAMPER, OR OTHER APPROVED AIR BALANCING DEVICE, WITH INDICATING AND LOCKING QUADRANT. A. EXTERIOR WALLS - WOOD SIDING, SOFFITS, FASCIA AND TRIM - SOLID STAIN, TWO (2) COATS. COLOR AS SELECTED. 8. KITCHEN EXHAUST HOOD VENTING - CONTRACTOR TO PROVIDE EXHAUST DUCTWORK, FILTERS AND CONNECTORS FROM HOOD TO EXTERIOR SIDEWALL COMMERCIAL SIDEBLAST FAN. SEAL WALL PENETRATION. B. INTERIOR WALLS - ONE (1) COAT SEALER, TWO (2) COATS FLAT - COLOR AS SELECTED. BATHROOM - SATIN 9, ACCESS DOORS - PROVIDE ACCESS DOORS AS REQUIRED FOR COILS, FILTERS, DAMPERS, AND OTHER EQUIPMENT THAT FINISH. BENJAMIN MOORE. REQUIRE PERIODIC SERVICE, DOORS SHALL BE OF THE SAME MATERIAL AS THE DUCT WORK AND CONSTRUCTED SO C ALL INTERIOR WOODWORK - ONE (1) COAT SEALER, TWO (2) COATS SATIN FINISH, POLY OR COLOR AS SELECTED. AS TO MINIMIZE LEAKAGE. BENJAMIN MOORE, 10, AIR CONDITIONING SYSTEM - HEATING AND AIR CONDITIONING SYSTEM SHALL BE COMPLETE WITH ALL NECESSARY 25. BATHROOM ACCESSORIES (SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR), COMPONENTS AND ITEMS NORMALLY SUPPLIED. SUBSTITUTIONS OF EQUIPMENT SHALL BE APPROVED BY THE A. TWO (2) TOWEL BARS/BATH ARCHITECT. CONTRACTOR TO PROVIDE ONE YEAR FULL GUARANTEE OF COMPLETE SYSTEM. C. ROBE HOOKS -B. TOILET PAPER DISPENSER - ONE (1)/BATH O 11. COMPLETION - AT THE COMPLETION OF THE WORK, ALL EQUIPMENT COMPLETE WITH THEIR FITTINGS SHALL BE D BATHTUB / SHOWER DOOB RS- ONE (1) EACH UNIT. PROPERLY CLEANED AND LEFT IN FIRST CLASS WORKING CONDITION. ALL DUCT WORK SHALL BE LEFT CLEAN TO gQDIIll�➢DpTII➢➢�v ]�QD�p� PREVENT SYSTEM DISTRIBUTION OF DUST AND DIRT SYSTEM SHALL BE LEFT WITH CLEAN FILTERS. 26 CARPET - SUPPLIED AND INSTALLED BY OWNER. 27 12, MANUALS - CONTRACTOR TO PROVIDE ALL PRODUCT LITERATURE, WARRANTEES, AND INSTRUCTION TO OWNER. R=498.16' 13, CLEANUP - CONTRACTOR TO CLEAN UP AND DISPOSE OF DAILY, ALL HIS TRADE RELATED DEBRIS AND 28. APPLIANCES - GE SIDE BY SIDE REFRIGERATOR, ST. STL. THERMADOR DOUBLE CONVECTION OVEN AND COOKTOP UNITS WASTE MATERIALS. m L-104.34, WITH HOOD AND EXHAUST FAN, KITCHEN-AID DISHWASHER. MAYTAG WASHER AND DRYER. PROVIDE ALLOWANCE OF $5500 N ; FOR PURCHASE AND DELIVERY. CONTRACTOR TO INSTALL. N o 29. CULTURED STONE PROVIDE GRAY COBBLEFIELD CULTURED STONE VENEER STONE OVER WEATHER BARRIER AND GALV LATH (d WITH STUCCO BASE COAT STONE AS MANUFACTURED BY STUCCO STONE PRODUCTS, INC. PROPOSED 30, CLEANUP - PROVIDE GENERAL CLEANUP OF PROJECT SITE DURING CONSTRUCTION, AND AT COMPLETION OF PROJECT PROVIDE PORCH ANDVESTIBULE I FINAL "MOVE IN" CLEANING OF WINDOWS, DOORS, FLOORS AND WOODWORK INCLUDING ANY NECESSARY PAINT TOUCHUP. ADDITION 1 31. GENERAL NOTES o A. ALL WORK TO BE DONE IN ACCORDANCE WITH THE LOCAL BUILDING AND ENERGY CONSERVATION CONSTRUCTION CODE, AND THOSE OF THE LOCAL GOVERNING AUTHORITIES. B. SOIL BEARING PRESSURE ASSUMED TO BE 2,000 PSP. C. ALL FOOTINGS TO REST ON UNDISTURBED SOIL PROPOSED D. PROVIDE ALL STEEL LINTELS, BOLTS, PLATES, GIRDERS AND FASTENERS AS REQUIRED. SHOP COAT ALL STEEL. WOOD DECK32,yT3, E. STRUCTURAL STEEL SHALL COMPLY TO THE SPECIFICATIONS FOR DESIGN, FABRICATION AND CONSTRUCTION OF STEEL ADDITION & FOR BUILDING OF THE A.I.S.C. ASTM A-572, F. ALL FRAMING AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL DESIGN PROPOSED SPECIFICATIONS FOR STRESS GRADED LUMBER AND ITS FASTENINGS AS PUBLISHED BY THE ICINGS. AND THE WOOD WARD ASSOCIATES , 01 FIRST o FRAMING CONSTRUCTION MANUAL - HIGH WIND EDITION. o FLOOR 1M SITE DATA G. DOUBLE JOIST UNDER PARTITIONS WHICH RUN PARALLEL TO FLOOR JOISTS, AND AROUND OPENINGS. 'ion ADDITION H. WOOD SILLS SHALL BE ACO TREATED, ,40 PCF, KDAT 15. PROVIDE 5/8 INCH DIAMETER ANCHOR BOLTS AT 4'-0" O.C. MAX. PROVIDE 2 BOLTS PER SILL PIECE MINIMUM AND PLACE V-0" FROM CORNERS MAX. INSTALL WITH 3" SQUARE x t a SCTM # 1000-15-30-27 o L 26 ADDRESS. 870 SOUNDVIEW AVENUE 3/,6"" THICK WASHERS TYPICAL ARCHITECTS, LANDSCAPE ARCHITECTS, ENGINEERS Z N ORIENT, N.Y. „957 I. PROVIDE GALVANIZED CONNECTORS OF ALL BUT STRUCTURAL CONNECTIONS. S 89"' 30' 00" W 73.16' J. CAULK OR FOAM ALL EXTERIOR WALL PLATE AND SHEATHING OPENINGS, PENETRATIONS OF ELECTRICAL, PLUMBING, AND 1 500 LAKE LAN D AVENUE SITE AREA: 13,396.62 S.F. SITE AREA: 13,396.62 S.F. VENTING. BUILDING AREA: 2165 S.F. EXIST) ZONE: R-40 K. PROVIDE ALL TEMPORARY RAILINGS AND SAFETY DEVICES FOR ALL TRADES DURING THE CONSTRUCTION OF THE R v 225 S.F. NEW ADDITIONS) PROJECT. VOHEn /'I /` , N . Y. 11716 875 S.F. €DECKS) FEMA ZONE X L. CONTRACTOR TO DO ALL PATCHING NECESSARY TO REPAIR DAMAGE MADE DURING CONSTRUCTION ACTIVITIES. PATCHING TO M A TOTAL: 3265 S.F. MATCH AND MEET FLUSH UNLESS NOTED OTHERWISE. w, M. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AT THE SITE PRIOR D CONSTRUCTION. (631 ) 563-4800 F.A.R.: .244 F.A.R. ,Y N. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS, Q T1DTT�AT1�Pf1V nD�d�(� �T REO D Q`4, 0. ALL EXTERIOR NAILING SHALL BE STAINLESS STEEL GI HOT-DIPPED GALVANIZED. fax (631 ) 563-4V00 1L 11 V1U 1ll1. Jl 111V P PROVIDE ONE ROW OF 5/4" X 3" WD. CROSS BRIDGING FOR EACH 8'-0" OF SPAN. Q. PROVIDE ACCESS DOORS IN HOUSE FRAMING TO ACCESS ATTIC AND MECHANICAL EQUIPMENT. s. n 1"=40' NOTE: INFORMATION FOR THIS DRAWING WAS ).1P_,tl " TAKEN FROM A SURVEY DATED 2-13-98 BY "�=J JOHN P. FERRANTELLO, P. C. • sr i:,,�'� r "'mor ru wTO�/ GENERAL NOTES SQD([JNWIIIRW ll➢n Q��� 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE u➢ SITE PRIOR TO COMMENCING CONSTRUCTION. 2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED R=d98.16' DIMENSIONS. EQUAL 14'-4" EQUAL `10434' 3. ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE AND THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, THE I j NATIONAL ELECTRIC CODE AND THOSE OF THE LOCAL JURISTICTION. 6'T2" 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A BEARING 6" DP. POURED CONCRETE BF24 BIGFOOT PROPOSED : V" CAPACITY OF AT LEAST 1 TON PER SQUARE FOOT AND SHALL HAVE A PAD FOR CCA STEP FOOTINGS CINDER MINIMUM COVER OF 3 FEET BELOW GRADE. - ' ' PORCH STRINGERS ATTACH WITH ' • "� ' •'' ` '�' " • -" �� �-� t/:, < •�1 12" DIA. P. CONIC, AND - _ 5. THIS PROJECT WAS DESIGNED IN ACCORDANCE WITH REFERENCE GALV. CLIP ANGLES. TYP. PIER WITH GALV. VESTIBULE STANDARD WFCM FOR ONE 3 TWO FAMILY DWELLINGS - 1995 SBC / -I -/ - - - -L P05T CONN. TYP. ADDITION a "HIGH WIND EDITION" FOR 12tl MPH WIND SPEED. , / (2) 2 10 CCA 2) 2x10 CCAS (2) 2x10 CGA • \ / �v 6. STRUCTURAL LUMBER SHALL BE DOUG. FIR }'1, Fb = 1000 psi. (bass) � E=1,700,000 PSI; NONBEARING LUMBER SHALL BE HEM-FIRK2 WITH Fb -; y = 850 psi. (bass), E = 1,300,000 psi. U U I p 6 6 p LINE OF DECK PROPOSED ' 7. STRUCTURAL STEEL SHALL BE ASTM A-572, DETAILED, FABRICATED 1a = t0 = OVERHANG `9 WOOD a AND ERECTED IN ACCORDANCE WITH THE AISC, x ,p x � ABOVE '^ DECK 32'-11�„ d� 8. ALL HEADERS SHALL BE SUPPORTED ON 4x4 POSTS MIN. UNLESS cx y _ _ ry e ADDITION 8 `4 NOTED OTHERWISE ON THE DRAWINGS. _ _ _ F - - - - - - - - -- - PROPOSED 9. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL FLOOR, STAIR AND ( ) (�) 2x10 CCA (SPACED) ) - ` FIRST 3 ROOF OPENINGS AND UNDER ALL POSTS AND PARTITIONS RUNNING / / r 4" THICK CONIC. SLAB m , n I (\ I/ (;_ B ACED)(\ / mI PARALLEL TO SAME. U 0 0 FLOOR 0 dOVER 6 MIL VAPOR ADDITION ^I 10. ALL HEADERS LESS THAN 5'-0" SPAN SHALL BE (2) 2z10 jtj p. ILBARRIER ON POROUS FILL UNLESS NOTED OTHERWISE. .n I5 REBARS AT 12" Im. PROVIDE SOLID OR 5 4" x 3" CROSS BRIDGING AT 8'-0" MAX. x 26 _ / O.C. VERT AT NEW / . NEW 0 LLAR SPACE 12. PROVIDE GALV. FRAMING CONNECTORS AT ALL BUTT STRUCTURAL EXIST. WALL 8' ry @ CONNECTIONS AND HURRICANE TIES AT TOP PLATE TO ROOF FRAMING INTERSECTIONS TYP. p 0 0' 8' DO,S 89' 30' 00" W 13.16' CONNECTIONS.13. PROVIDE HARD WIRED SMOKE DETECTORS AT EACH FLOOR LEVEL AND IN ' - - - - - SITE AREA: 13,396b2 SF. ALL BEDROOMS, AND AS REQUIRED BY CODE AND THE LOCAL - - - BUILDING _BUILDING AREA: 2165 S.F. (EXIST) AUTHORITIES. PROVIDE A CARBON MONOXIDE DETECTOR AT EACH FLOOR 225 S.F. (NEW ADDITIONS) LEVEL. O SAUICUT NEW FULL HT. x 32" WID _ / 3"x 8" CGA OR ACO TRTD. SYP 815 S.F. (DECKS) 14. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO NEW WORK ACCESS OPENING TO NEW WALL CLEAT WITH GALV. JOIST TOTAL: 3265 SF. AND / OR REMOVAL OF EXISTING. ALL PATCHING SHALL MEET FLUSH CELLAR SPACE. DOUBLE 2X8 CONN. AT EACH JOIST. 5/8" EXP. w, FA.R: .244 F.A.R. ,Y AND MATCH EXISTING CONSTRUCTION UNLESS NOTED OTHERWISE. HEADER OVER BOLT TO FOUNDATION WALL AT 5801: 15. UNLESS NOTED OTHERWISE, ALL WINDOW DESIGNATIONS SHOWN ARE 12" O.C. STAGGERED. 11 1T10 Il P V \^` �T THOSE OF THE ANDERSEN CORPORATION "STORMWATCH" UNITS WITH 2 7IlDTt1A V WIND BORNE DEBRIS RESISTANT GLAZING (MISSLE D-ASTM E1996) WITH / LOW E COATING, EXTENSION JAMBS, SCREENS. GRILLES AS SHOWN ON DRAWINGS. rr ^ A. 1" = 40' 16. CCA OR ACO TRTD. WOOD SILLS SHALL BE (2) 2x6 WITH 5/8" DIA. NOTE: INFORMATION FOR THIS DRAWING WAS ANCHOR BOLTS SPACED 4'-0" O.C. MAX. PROVIDE 2 BOLTS WITH 3" EXISTING GARAGE O P OF 1 . TAKEN FROM A SURVEY DATED 2-13-98 BY SQ. X 9/64" WASHERS PER SILL SECTION MINIMUM. PLACE BOLTS Sf 15589 JOHN P. FERRANTELLO, P. C, WITHIN 1'-0" OF ALL CORNERS. INSTALL OVER SILL SEALER AND ❑ �, pTW �IO�P j TERMITE SHIELD (TYPICAL). / 17. CONCRETE SHALL HAVE A MINIMUM 26 DAY COMPRESSIVE STRENGTH OF 3000 PSI (3500 PSI FOR EXTERIOR EXPOSURES), NEW P05T UNDER BEARING INSTALL NEW POST CINDER Q OWNER CHNIC.E6 6-H-04 ENERGY CODE COMPLIANCE COLUMN FROM ABOVE. BEARING COLUMN FROM ABOVE. WARD ASSOCIATES ROOF INSTALL 5/8" x' STEEL NOTE: THE PROPOSED BUILDING ADDITION REPRESENTED BY THESE PLANS HAS BEEN PLATE TO TWO EXISTING Landscape Architects, DESIGNED TO MEET THE NEW YORK STATE ENERGY CONSERVATION 2" V.T.R. GIRDERS, STAGGER III III III Architects, Engineers CONSTRUCTION CODE REQUIREMENTS VERIFIED BY THE USE OF RESCHECK BOLTING AT 16" O.C. WITH THE FOLLOWING RESULTS: �14" R ' - ' - Q- - - . ••- • -�TE� - ILII NEW (3) 2 X10 NEW MAXIMUM UA= 222 / PROVIDED UA= 174 II ' VIII STAIR TPG. 1500 Lakeland Avenue MAX. CODE GLAZING U= .45 / GLAZING U= .34 2" EXISTING CELLAR III dl� :� Bohemia,N.Y. 11716 TABLE 502.2.4(1) 8.5 % WINDOW AREA I �3 III III III (631) 563-4800 ��� n��� HEATING DEGREE DAYS: 5750 WSHR n DW SINK 45 West Main Street GLAZING U FACTOR: CEILING R-VALUE: -� �/ Little Falls,New York 11716 CODE: .45 CODE: 38 ACTUAL: .34 ACTUAL: 38 / 30 FIRST FLOOR (315) 823-4384 i EXTERIOR WALL R-VALUE: FLOOR R-VALUE: 4 2 i� G'T' 5 REBARS AT 12" '5 REBARS AT 12" CODE: 13 CODE: 19 3 O.G. VERT AT NEW 3"x 10" CCA OR ACQ TRTD. 5YP 3" THICK SCREED proJecttHle: ACTUAL: 19 ACTUAL: 30 / EXIST. WALL WALL CLEAT WITH GALV. JOIST SLAB OVER 6 MIL O.G. VERT AT NEW INTERSECTIONS CONNAT EACH JOIST5/8" EXP. VAPOR BARRIER ON / EXIST. WALL SLAB PERIMETER R-VALUE / DEPTH: BASEMENT WALL R-VALUE: CONNECT TO EXISTING SANITARY P . .IPING INTERSECTIONS PROPOSED TYP. BOLT TO FOUNDATION WALL AT POROUS FILL. CODE: 9, 2FT. CODE: 10 SYSTEM IN CELLAR BELOW - TYP. ADDITIONS 12" O.G. STAGGERED.. ACTUAL: N/A ACTUAL: N/A �- - - - - - - - _ _ _ _ __ _ _ _,_ _ _ _ fir to the CRAWLCODESPACE19 ALL R-VALUE: CELLAR I. • - • - • - . . - . - , - . LOBO LINE OF STEPPED FOOTING (1:2 NEW CRAWL 5PACE ACTUAL: N/A MAX.) TO MEET THE EXISTING Q I a j m . a i ➢ i RESIDENCE CODE DESIGN CRITERIA 3 IlDpdIIJiiDll➢nII1�TQir Il$I�SII�IlT, ➢DII��QRIlu��t11Il FOOTING s = Fv. X = e I Fv. 'l U is _ N ` . 15'•0" / GROUND SNOW LOAD: 45 PSF ((F3A 01.2(5)) n ax ..0, .. ._.' ,f:. ..;..':i ,„ .i..:.':.tJ. I o:.•'' FLOOR LIVE LOAD: 40 PSF (DECKS AND STAIRS) (R301.4) , 1 N.T.S. - 30 PSF (BEDROOMS) ORIENT, N.Y. 60 PSF (EXTERIOR BALCONIES) 0 / 1 /(@ /4@ -; V BF24 BIGFOOT 3"x 10" CCA OR ACQ TRTD. SYP PROVIDE WALL 'v l% -V/ -CEJ/ FOOTINGS UNDER WALL CLEAT WITH GALV. JOIST SLEEVES ,MID drawing 1ttle: 20 PSF (ATTICS WITH STORAGE) 12" DIA. P. CONIC. CONN. AT EACH JOIST. 5/8" EXP, PROTECTION OP 10 PSF (ATTICS WITHOUT STORAGE) U c0 40 PSF (OTHER THAN SLEEPING) p O x .B PIER WITH GALV BOLT TO FOUNDATION WALL AT THE EXISTING ROOF LIVE LOAD: 16 PSF MIN. (R301.5) c0 = ,., a P05T CONN. TYP. 12 O.C. STAGGERED. SANITARY LINE. n x � BASIC WIND SPEED: 120 MPH (F301.2(4)) ry o (3) 2x10 CCA (SPACED) 16'-4" Il+QD�J1�'DD��`Il°IIQD10T SEISMIC DESIGN CATEGORY: C ( AS DETERMINED BY CODE OFFICIAL) (F301.2(2)) ��_� /� � LINE or DECK OVERHANG IlDllGf111V, IlDpdQDFIl° IlDpd��1�T - - -7 ABOVE WEATHERING PROBABILITY: SEVERE (R301.2(3)) / � / � / Tom/ - � ��/ �/ TERMITE PROBABILITY: MODERATE TO HEAVY (R301.2(6)) --- -----------.-- -_-._- _- - -iO � - dd aQDIlDd� DECAY PROBABILITY: SLIGHT TO MODERATE (R301.2(7)) p d .n i(3) 2x10 GGA (SPACED) 10 - Qi WINTER DRY-BULB TEMP.: 11 DEGREES F (TAB. N1101.2) e x (R301.2(7)) USE AND OCCUPANCY: RESIDENTIAL / ONE FAMILY RESIDENCE HEIGHT AND FIRE AREA: 2 1/2 STORIES / 3706 S.F. `S T CONSTRUCTION TYPE: V b 6" Of.. POURED CONC TE drawn by: Checked by: PAD FOR CCA STEP --- ----- STRINGERS ATTACH Will H !•% ' 7 �%"i�'�1e GALV. CLIdate; SCOIe: CLIP ANGLES. T P. -15-fDb• AS NOTED 11-5" l'-IOj' l'•I@y" l'•IO�y" 1.-5n pd Qir�a � 4-4 drawing number: EXISTING WALL TO REMAIN n Il� QD �J1a' ➢D �� FIl' IIQDQ IlDpdA17 �� o �n - - - - - EXISTING WALL 7o BE REMOVED q q ll ___7= NEW INSULATED WOOD FRAME WALL A. scale 1/4"=1'-0" OF //���-- NEW UNINSULATED WOOD FRAME WALL STATE LAW PROHIBITS ANY PERSON FROM ALTERING C EXISTING DOOR ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL E DOOR MUST SIGN. SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref, no.: 200328 42'-3" I/- 10-0.1 14'-4" 3,.g„ 10'-01 fig„ J T- 4^ 6-13 T- 4 10,,0„ 5„ 10 'oil Fm- 7Z NEW FIBERGLASS RAILINGNEW-- - 1 NEW FIBERGLASS RAILING NEWEL POST, RAILING SYSTEM WITH 5/4" -' _— ==-1 is SYSTEM WITH 5/4" WOOD DECK AND BALUSTRADE AS BALUSTERS AT 5" O.G. -IIF WOOD DECK BELOW - BALUSTERS AT 5" O.C. SHOWN. SEE ELEVATIONS MAX. TOP ANp BOTTOM MAX. TOP AND BOTTOM TYP. RAILINGS. m RAILINGS, j ENCASED ) 2x12 IN SUL HDR.O _ _ _ _ ��� _ _ir Il _ I _ — - - _ _ __ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ � TYP {3)_2xI0-HDR. . . . - - _ _ _ _ _ _ _ _ p�, (3) 2x10 HDR,, _ r - _ _ _ _ _ _ _ - — _ _ _ _ _ _ _ _ _ _ _ _ _ _ siP - - - - - - - -- - - - _ .� 0 u ENCASE :o ROOF OVER FOYER GLiP 3m u 2 , C i 6 x 6 WOOD PECK 0 WOOD DECK o WOOD DECKx 111-m „ a TYP., q D q WP cwIV C CW14 wPl ?w 210410 TW 210410 C1 0 NEW FOYER c 0 TW 210410 TW 210410 (2) 2 12 INSUL. HDR C xl2 INSUL. HD ,rgx6T 1" 6x6 (2) 2x12 Il HDR 8" DIA. TUSCAN'. Seal: WOOD COLUMN , TV 8" DIA. TUSCAN 15'-II" N-FEGU WITH ATTIC CAP 15'-1l" N- (Ea) ,r_=•-"' -.,, WOOD COLTH UWl MNSAP AND BASE TYP. F •`�SZ CRr' �'��c''�. B! REMOVE EXISTING N AND BASE TYP. I (3)1 3/4" x 9 I/2"" M.L. C2.0J DOOR AND W Ulfl W BOLTED AT 16" O.C. WINDOWS. INSTALL OPEN NREIPLACE TO NEW WINDOWS AND 1 v N _ - LIBRARY WITH NEW LINTEL, Q HEADERS AS X LIBRARY GLASS DOORS AND SHOWN. X W 5/4" HARDWOOD NON-COMB 16" DEPP FLUSH EX. BDRM, EX. BATH EX. DEN w HEARTH. r 1S5g9 r ENCASED TRIPLE 2x10 EX. LIVING ROOM \TFo F1WITH 4" CROWN MOULDING I ENCASE ExISTING MASONRY MODIFY FLOOR OPENING AND O l2)I 3/4" x 9 I/2"" M.L. C2 CONSTRUCTION WITH STAIR AS SHOWN. INSTALL CULTURED STONE AS SHOWN NEW (3) 2x10 HDRS AROUND BOLTED AT 16" O.C. i IN PATEFc�l1 AS SELECTED BY OPENING AND EXTEND WOOD - ', OWNER STAIRS TO NEW DOOR Q aiNe�x cuare,Ee 6-14-04 LOCATION. N �B B)I 3/4" x II 1/8" ML. (2.0) g1AIR EME 510N 4" g.-g.. WARD ASSOCIATES X BOLTED AT 16" O.C. ,, y ,� i i 4x4 x4 4x4 LJ_ __ Landscape Architects, D 4x4 4X4 - - •"` J - - ]6 Q Ex, T I Architects, Engineers EX. BATH PAN RY O ® �V - m '- - - ' REMOVE EXISTING 3 45� x _ _ _ � ; -� KITCHEN CABINETS 1500 Lakeland Avenue X. 41 GRANITE COUNTER T ,P ON T _ AND APPLIANCES. Bohemia, N.Y. 11716 — — — — — — DROP GEILG TO 1'-8' IN \ WOOD G EASE CAIBW S AS L y\i_ _I _� CONSTRUCT NEW 631) r��00 _ v PANTRY AND n n I l r - - KITCHEN CABINETS JA NEW HALL Al O ` �M_ As SHOWN. 45 West Mall Street 3D o I / \ I A - ' / B `_I J, I THERMADOR 21" little Falls, New York 11716 l� I, I �RV2 m 0 Iii y I WARMING DRAWER Sl (315) 823-4384 EXIST. ROOF BELOW FF / MICROWAVE UPPER KITCHEN / DINING N ro FA ro Fa ENCLOSURE AS IN proJecttRle: w E P. DINING ROOM @ „ , lWO ` , ^ SHOWN. 1 i olJ�� PROPOSED -MO Exl IN�f G r ADDITIONS v� to the WP WALL AND ROOF TO OABINETSPPER= LOBO L —.—.—.—.—.—.—.—.—.—.—.—.—.—. EXIST. _ __ FRAMING _ _ _ _ .._ _ _ �-_ _ _ _ _ _ _ _ _ _ _ -,ry — _ — To _ _ _ . . -- - RESIDENCE twp WP FAN ' - ' - EXP. KITCHEN 0� _ M STAINLESS STEEL , J V r Fr- - - - - - - G SIDE BLAST FAN ORIENT,N.Y. L_._._._._._._._._._._.-._._.-._._.-._._._.� CONNECTED TO STAINLESS STEEL WP 6068E yyp - - --- G2 5� wp drawing flue: _ _ _ EXHAUST HOOD AT STOVE AREA. � v vF v >' it f 6'-10" R'-W 6'-10" I< ETM Il od WOOD DECK BELOW �. 26'4glIdQAQD1�1rIlD y KdQMM RPIA7Tki 4 ----- - ,11 Y1 I i WOOD PECK 0 i 4 a -- - drawn by: checked by: date: scale: -- 1-15-04 AS NOTED drawing number: I6'-gg" 20-411d 11 O d OF 42-1 2 ]a Qa QD N DD Il+ IUd QD QD Ilk T' EA IL IN I Il+ E Ilk 5 T I Ila 0 0 Ilk RD IL A IST ANYTHING PROHIBITS ANY DRAWING AND/ORrrTHE ACCOMPANYING SPECIFICATION. UNLESS IT scale 1/4"=1'-0" IS UNDER THE DIRECTION OF A LICENSED Scale 1/4"=1'-O" A, 2 PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200338 SPRINGLINE H.P. 'STORMWATCH' WINDOW WITH CASING AND DRIP CAP OVER FYPON RAISED TRANSOM PANEL. RED CEDAR SHINGLES, PRESTAINED IN COLOR _ — — — — — — SELECTED, 6" MAXIMUM WEATHER JI I J1 ri11 L _ EXISTING SLIDING DO OR AND CEDAR CASING WITH SAVANNAH TOP RAIL WITH PrFI I !ILE COPPER DRIP CAP. RAIL BOTTOM RAL, 1 ITURNED BALUSTERS AT 5" O.C. MAXM. a �I l 'i cif 7 G7 J _ °:_ II f'. ,� 1 T I_ j T,IL - MANUFACTURED BY HB4G. -' �� L�L I , ,, j Ali � . .. �iLla - � ��I I_ - CEDAR TRIM, FASCIAS AND CEDAR TRIM, FASCIAS AND FRIEZE --- - _ L FRIEZE BOARDS TYPICAL. BOARDS. WOOD GUTTER WITTI - _ — COPPER LINING TYPICAL. M-L DOU5LE HUNG WINDOWSWITH III Q L_ DOUBLE HUNG WINDOWS WITH5001: ANPERFORMANCE GLAZING VIr HI-PERFORMANCE GLAZING AND CEDAR CASING WITH I ' - )�COPPER DRIP CAP. I AND CEDAR CASING WITH r J1 I 1 it d _ I �l '1_ COPPER DRIP CAP. t EKED qkc RED CEDAR SHINGLES, IF T Ll.,r il'_ Nc rvl f tirF PRESTAINED IN COLOR SELECTED, 6" MAXIMUM SAVANNAH TOP RAIL WITH PI !' f! i, II 1 n 'I'I s .. WEATHER. III , Ili �; ° u I RAIL BOTTOM RAL, I I/2' TURNED I1I u n I Ili BALUSTERS AT 5" O.G. MAXM. MANUFACTURED BY HBIG. TREX DECKING W/ CEDAR FASCIA AND TRIM OF NEW I I I I I I I I I I I I I I LINE OF POURED CONCRETE _4 (3500(3500 PSD PIERS WITH BIGFOOT 524 FOOTING Qj OLLIJER GlMKaEO 6-14-04 STANLEY 'PRODIGY' G21 / SCE, STAIN FORMS AS SHOWN. WARD ASSOCIATES I GRApE INSULAT D FIBERGLASS FRONT i rL------------------------------------ L______________ DOOR WITH SIDELITESs______________________JT------------------------------------ Landscape Architects, L------------------------------------1--------------------------------------- ------------------------------------ Architects, Engineers 1 aTQDIlnFIITIIII 7, 1E?jVA TU0N 1500 Lakeland Avenue e.ale 1/4"=i'-0" Bohemia,N.Y. 11716 (631) 563-4800 45 West Main Sheet Little Falls,New York 11716 (315) 823-4384 project title: PROPOSED ADDITIONS to the LOBO CEDAR TRIM, FASCIAS AND RESIDENCE FRIEZE BOARDS TYPICAL. TEMPERED OPERABLE GLASS SKIYLIGHTS WITH RAIN SENSOR CLOSERS, STEP ORIENT, N.Y. FLASHING. TYPICAL. drawing title: 12 CEIDAR TRIM, PASCIAS AND Ili FRIEZE BOARDS TYPICAL. n CEDAR TRIM, FASCIAS AND aTQDIl4FIITTLTT dd FRIEZE BOARpS TYPICAL. llll STAINLESS STEEL. EXHAUST - — — — — — ' — — — — — — RED CEDAR SHINGLES, ➢�IId➢➢�'��FIlTIIQDiaTg PRESTAINED IN COLOR REQ CEDAR SHINGLES, SELECTED, 6" MAXIMUM / \ WEATHER PRESTAINED IN COLOR - - ELECTED, 6" MAXIMUM WEATHER L I� _� SAVANNAH TOP RAIL WITH PERMA - \ / 'G� n RAIL BOTTOM RAL, 1 1/2" TURNED BALUSTERS AT 5" O.G. MAXM. � I `—� . EX. EX. —_i _ _ _ z BALUSTERS AT 5" O.C. MAXM. SAVANNAH TOP RAIL WITH PErd'1A MANUFACTURED BY NBtG. RAIL Bo7roM RAL, vr' TURNED MANUFACTURED BY HBIG. fii TREX DECKING W/ CEDAR FASCIA — — — — — — — AND TRIM date: scale: — — — — - - -15-04 AS NOTED IUi CASEMENT WINDOWS WITH i drawing number. STORMWATCH' OR PLYWD. .r-- \ CLOSER PANELS AND LINE OF POURED CONCRETE HI-PERFORMANCE GLAZING AND CEDAR CASING WITH FOOTING AND CONGTPERS D !` AT DECK W/ BIGFOOT P7 COPPER DRIP GAP. O LINE OF POURED CONCRETE L--� L__ I FOOTINGS. (3500 11 FOUNDATION AND _ OF FOOTING. STEP FOOTING TO — — � I __ . . — — — — — MEET EXISTING A7 30' ,� - -rl------------- ------------------------------------------------------------------'-T---------------Oi MAXIMUM. L-------------------- ------------------ --- --.J----------------J STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT 2 IId A IS FIlT ➢e IId ➢e V A rIIT II ID NT ISUNDERPROFESSITHE DIRE TION OF A ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL A 3 MUST SIGN, SEAL, DATE AND DESCRIBE THE scale 1/4"=1'-0" FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200328 ni LINE OF BLIND SHEET METAL FLASHING 6" HT. MIN. COR-A VENT FLASH VENT WITH WIND BAFFLES AND END CAPS uin ARCHITECTURAL ASPHALT SHINGLE ROOF WITH ICE AND WATER SHIELD EAVE AND _ — EDGE UNDERLAYMENT . _____ _ __ _ _____ —_ TYPICAL. — TEMPERED OPERABLE GLASS SKIYLIGHTS WITH RAIN _ SENSOR CLOSERS, STEP FLASHING. TYPICAL. _ CEDAR TRIM, FASCIAS AND FRIEZE BOARDS TYPICAL. RED CEDAR SHINGLES, / \ PRESTAINED IN COLOR SELECTED, 6" MAXIMUM seal: SAVANNAH TOP RAIL WITH PERMA WEATHER eEo q E R RAIL BOTTOM RAL, I IR" TURNED X BALUSTERS AT 5" O.C. MAXI'I. IG -ITT - )- — - EEII CASEMENT WINDOWS WITH MANUFACTURED BY HB[G. �h��� III I III �� IHI-PERFOIRMANCE GLAZINGAND CEDAR GAGING . COPPER DRIP CAP. WITH n , inr����I s 5539 TREX DECKING W/ CEDAR FASCIA AND TRIM op Neq/e W yo�j --- ---- - - - ---- - ------ -- - - - - ----- --- ..---- - -- -- " Q A' L it LINE OF POURED CONCRETE ----- ---- - --------- __�------�_ -� (3500 111 PIERS WITH Q ouHeR CIIAwEs - --------------------------------r BIGFOOT B24 FOOTING b-14-04 r-- --dl FORMS AS SHOWN. WARD ASSOCIATES L--------------------------------------------i---------- -- ------------------------------------+-- Landscape Architects, L___________________________________________L_ --------------------------------------------------------------- Architects, Engineers 1500 Lakeland Avenue Bohemla,N.Y. 11716 A• 4 scale 1/4"-1'-0" (631) 563-4800 45 West Main Street Uttle Falls,New York 11716 (315) 823-4384 PI title: PROPOSED CEDAR TRIM, FASCIAS AND ADDITIONS (FRIEZE BOARDS TYPICAL. to the LOBO TEMPERED OPERABLE RESIDENCE GLASS SKIYZ ZiHTS VTR R41I . . �SENSOR"CLOSERS; STEP" ' — FLASHING. TYPICAL. IP ORIENT, N.Y, —�45 drawing fltie: CEDAR TRIM, FASCIAS AND CEDAR TRIM, FASCIAS AND FRIEZE BOARDS. WOOD COPPER LINED GUTTER 11 FRIEZE BOARDS TYPICAL. I TrYPICAL. gQDUll"IIII d� RED CEDAR SHINGLES, � — — — — — — — — — — — ; — — — PRESTAINEp IN COLOR R ��� p SELECTED, 6" MAXIMUM fC �[" ! - - i CASEMENT WINDOWS WITH ��T�T��PIl9t� fI iT �\ WIEATHER �I� ]�L - - - - - - AND CEDAR CASING WITH G ➢e13TV�llPll9ll QD 2 SAVANNAH TOP RAIL WITH PERMA ��� J L. Il // OPPER DRIP CAP. hRIiANUFACTURED BYBOTTOM RAL, IHBIGU 1y7�� "-�"�"--- � g ' �� � EX. EX. \ " _ -_ RED CEDAR SHINGLES, __ _"" _ _" BALUSTERS AT 5" O.O. MAXM. l�ill'I' �h �'iI LII �� �I�I PRESTAINED IN COLOR _ 11 L�><� _ iI � - SELECTED, 6" MAXIMUM WEATHER I --- — ' — — — — — — — — -_- drawn by: checked by: Ui REOVE EXISTING WINDOW AND date: scale: 1-15-04 AS NOTED LINE OF POURED CONCRETE INSULATE AND CLOSE C3500 PSL( FOUNDATION AND 4��. OPENING TO MATCH EXISTING I r+l� LINE; OF POURED CONCRETE ROOTING AND CONC. PIERS ,p drawing number: � � INTERIOR AND EXTERIOR AT DECK W/ BIGFOOT (3500 PI FOUNDATION AND � v FOOTINGS. j IMEETFOOTING, EXIS EXISTING A 30' TO — — — -- MAXIMUM. --�J----------------r'--------------------------- ---- --F --------------------------------------------------- a� OF _________________L-_______________________________________________________________________________ O 2 77 R ky IT ➢d Ld ➢d 'T A IT ➢ QD N ANYTHING PRO IBITSISADRAWING AND/AL ALTERING ACCOMPANYING SPECIFICATION. UNLESS IT A. 4IS UNDER THE DIRECTION OF A LICENSED scale i/4"=1'-0" PROFESSIONAL WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref, no.: 200328 or INSUL. TEMP GL. OPERABLE SKYLIGHTS WITH RAIN 5EN50R OPERATORS TYP. FLASHV£NT UNIT CONT. TYPICAL ROOF: — — — — — — — — — — — — — — — — REMOVABLE TFI DECK ASPHALT SHINGLES 01 — — — — — — — — — — — — — — — PALLETES ON TAPERED ACQ 3x FELT ON 5/8" EXT. GR PLYWD., SLEEPERS TO LEVEL DECK OVER II 1/8" DP. GPI 60 WOOD I CONTINUOUS 14" DP FIBERSTRONG RIM BOARD REINF FULLY ADHERED 60 MIL BEAMS * 16" O.C. W/ R-30 W/ (2) 5/8" EOL "S AT I6" OC. BETWEEN JOISTS EPDM MEMBRANE ROOF. INSUL. WITH WEB BLOC<ING AND STRONG-TIE LSSUH310 GALV, 51MP80N H1 RAFTER HANGERS. CEDAR FASCIA OVER ACQ ROUGH TIES AT EA. RAFTER / TOP 12 EX, MEN FASCIA. CEDAR TRIM AND DRIP PLATE CONNECTION 45� 3" x 10" ACQ WALL CLEAT Il '� RESDEN MATCH EXISTING 1/2" GYP. BRD.� BOLTED AT 16" O.C. STAGGERED CEDAR TRIM, FASCIAS AND L� VENTED BEADED SOFFIT PANELS I GALV JOIST HANGERS WITH ST.STL. 5/8' LAG BOLTS < HD WITH CROWN AND COVE TRIMS AT FRIEZE BOARDS TYPICAL. _ _ _ EDGES OVER I x CROSS 11 1 EXIST- 2" x 6" F.J. 0 I6" O.C. -1 -=�j — — STRAPPING TYPICAL. 3/8" THICK VENTED BEADED SOFFIT PANELS (2) 1 3/4" x II 'VS" M.L. (2.0) 4" CROLLN MOULDING CEDAR ENCASED TRIPLE 2" x 10" _L ILF I� I� C �, ACQ GIRDER WITH TOP PLATE TO GIRDERS AT STAIR 11 'Il� -'I i RECIEVE RAFTERS. TYPICAL WALL: EX. Liv. RM. JL �� P L li I C ]r SAVANNAH TOP RAIL WITH PERPIA PRE-STAINED CEDAR SHINGLE "il��I�ll°�� � �� � RAIL ESOT70M RAL, I I/2" TURNED SIDING, TYVEK, 1/2" EXT. GR EXP. KITC+�EN Jf _I Lf r I Ili BALUSTERS AT 5" O.C.MAX.M. PLYWD., 2x6 *I6" O.C., R-1S INS., 3/4" FIN.FLR/ 3/4" PLYWD. 1Ll JT °i MANUFACTURED BY 1454G. 7 ..3 I��_ �)� TREX DECKING WITH STAINLESS I/2" GYP. BRD. (PAINT) Q SUBFLOOR TYP. LL' I f I r"r II STEEL SCREW FASTENERS DIA. HD GALV. ANCHOR BO 6' HIGH WOOD BASE TYP. I, .;�L IIT Ii -1 ° (RECESSED FINISH) J 2" x A SBOI: ��� ' rf - 17 - ° CCA l$YP "2) DECK JOISTS AT 16" (2) 2x6 ACQ PLATES W/ 5/8" JL 11 i -� r. �r't; k O.G. PROVIDE GALV. SIMPSON T• AT 4'-0" O.C. W/ 3' SQ. PLATES — _ — \4 JOIST HANGERS At EACH END TYP. R-30 INSUL. „ GALV. SIMI-SON STRONG TIE 3 x 8" ACQ WALL CLEAT BOLTED 8" THICK POURED CONC. _ = , COLUMN SASE ANCHOR LGB66 �' I AT 16" O.C. STAGGERED WITH ST. FOUNDATION WALL WITH SELFX. SSMT. ' WITH (Z) 5/8" BOLTS PER COLUMN. mL 97L. 5/8" LAG BOLTS i HD GALV. ADHEREING RUBBERIZED `T JOIST HANGERS. ":` y `' (3) 2" x10" CCA GIRDER WITH BITUMINUO$ WATERPROOFING v �____� i �ssae REINFORCE EXISTING GIRDERS CEDAR FASCIA AND COVE TRIM \ �r� MEMBRANE. WITH STEEL PLATES A9 NOTED O AS SHOWN CONT. THRU BOLT ':•" THE FOUNDATION PLAN i GIRDERS TO COLUMN$ W/ (2) 5/8" —� `- GALV. BOLTS WITH NUTS AND 1 -- 8" x 16" POURED CONC. WASHERS. TYP. 1 FOOTING AT 30 PSI). STEP ---------------- n i BIGFOOT BF24 FOOTING FORM AT FOOTING AT 30' MAXIMUM TO 3 GONG 5CR£ED SLAB ON 6 MIL ----------------- IA. P. CONC. MEET EXISTING FOOTING. VAPOR RETARDER OVER THE BASE OF 10" DQ, owrveR cHArvr�a a. POROUS FILL. PIERS. PROVIDE SLOPING WASH 14-ma AT TOP OF PIER / GRADE INTERSECTION. WARD ASSOCIATES 1 Q: R11IQD g D3 C "Il" Il QD NLandscape Architects, ArchRects, Engineers P , rj scale 1/4"=T'-o" ISM Lakeland Avenue Bohemia, N.Y. 11716 (631)563-4800 45 West Main Street ll Falls, New York 11716 (315)823-4384 project this: 2" x 10" ACQ BEVEL CUT JOISTS * 16" O.G. TO PROPOSED CREATE 11/21' PITCH, 3/4" PLYWD. DECK, 60 MIL REINF FULLY ADHERED EPDM OR TPO ADDITIONS SHT. MEMBRANE COGUTTER LINING IN WOOD WIT14 FLUSH METAL DRIP PPER EDGES TO REMOVABLE TREX DELL to the GUTTER SLEEPERS AN TAPERED ACQ 3x SLEEPERS TO LEVEL DECK OVER NOTE: PROVIDE INSULA0 BAFFLES AT 8" DP REINF FULLY ADHERED 60 MIL LOBO JOIST ENDS. EPDM MEMBRANE ROOF. RESIDENCE 0' drawing title: 9I f II 7f l �t 1 {JD. � I L �C- � 11 .I I g➢�Qa`Il"IIQD�'g I- _J 11,11 -�' '- R-30G INSUL. 6_L _ LI il L,,I L_"I )r ''� '11 fll- _L f L rYPCAI_ WALL, ]� :� .I I/2" GYP. BRD. �1 1' ff71 i2 T f'I PRE-STAINED CEDAR SHINGLE WD. SHLF. / POLE SIDING, TYVEK, I/2" EXT. GR PLYWD, 2x6 *1611 OEC., R-19 INS, 1T11 In IJf ' /C NEW FOYER II L ' GYP. BFI (PAIINT) li _ 3/4" FIN. FLR./ 3/4" IL JI ir 11 I�L�L-` PLYWD. SUBFLOOR TYP. Jf r-I- 4i 111 drClWll b r L, J 1CCENTERi y: checked by: L111' 717 BRIDGE 1� 11 71'fi � III II ' . �� _III. _ date: scale: J " b ° R-301NSUL. 1-15-04 AS NOTED x 1 1 DIA. ANCHOR BOLTS AND 1 `� I I I I drawing number: SQ. PLATES AT 4'-0" O.G. AM. b 1 n' 8" THICK POURED CONC. NEW CELLAR _---� a r �-- FOUNDATION WALL WITH SELF ADHEREING RUBBERIZED BITUMINUOS A00 OF WATERPROOFING h "' MEMBRANE. ° -- - 8" x 16" POURED CONC. STATE LAW PROHIBITS ANY PERSON FROM ALTERING FOOTING (3500 PSI) TO MEET ANYTHING ON THIS DRAWING AND/OR THE EXISTING FOOTING. ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED /( PROFESSIONAL. WHERE SUCH ALTERATIONS 2 S 31 SLA T H ID N A FIC N ID El FIlT HH A ➢D ➢D Il PIC Il 0 N MARE ADE UST SIGN, HE LICENSED DATE PROFESSIONAL THE FULL EXTENT OF THE ALTERATION ON THE A. 5 scale 1/4"=1'-0" DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200328 WINDOW SCHEDULE UNIT DESCRIPTION ROUGH OPENING SIZE OPG. WIDTH OPG. HEIGHT EGRESS AREA UNIT AREA MANUFACTURER REMARKS Q OIs CASEMENT WINDOW (SA-) T-0 5/8" W x 5'-0 3/8" 4 IS 5/16" 55" 110 BF. 10.0 SF. ANDERSEN 5T 40 GRADE EXTI J MBS SE542 SF'RINGLINE WINDOW 5'-511" W x 4'-8 1/8" H - - - 18.14 OF. ANDERSEN DP 65, EXT. JAMBS FW36068 FRENCHWOOD SLIDING DOOR &'-0" W x 6'-8" H. 26 I/B" 15 3/811. 14.12 S.F. 3934 OF. ANDERSEN OP 40 GRADE, EXT JAMBS SEE SCHEDULE THIS DRAWING R\12849, ROOF WINDOW 2'-4 1/2"" W x 3'10 1/2" L 25 1/2" - 8.94 8F. ANDERSEN SHADEWELEC.OPER40 FOR SINGLE COLLAR TIE CONNECTIONS. 0235 DOUBLE CASEMENT (S.A.) 4'-0 1/2" W x 3'-5 3/8"H, 185/1611 35 15/16" 4b S.F. 13.0 OF. ANDERSEN DP 40 GRADE, EXT JAMBS Ulfl NOTE: CIR24 CIRCLE UNIT 2'-4 1/8" DIA. - - - 3b OF. ANDERSEN DP 40 GRADE, EXT JAMBS PROVIDE GALVANIZED SEE SECTIONS FOR TRIPLE SIMPSON STRONG-TIE 5/8" DIA. BOLT CONNECTIONS TW210410 DOUBLE HUNG 3'-0 I/8" W x 5'-0 1/8" H 311/81, 26 1/4" 5103 SF. 1505 SF. ANDERSEN DP 50 GRADE, EXT JAMBS LSTA 18 STRAP TIE AT AT 45" D.C. (IF USED) RIDGE CONNECTIONS AW251 AWNING WINDOW CFIX€D) 2'-4 3/8" W x 2'-4 3/8" H 23 3/4" 1 - - 5b OF. ANDERSEN DP 60 GRADE, EXT JAMBS TYP.(I055" TENSION). AW51 AWNING WINDOW 5'-0 3/8" W x 2'-4 3/8" 23 3/4" - - 118 SF. ANDERSEN STORMWATCH G AZI G CONNECTION NOT SHOWN. pP 35 GRAD€ M JAMBS • (EA.) • STRAIGHT ARM OPERATOR - SPECIAL ORDER RIDGE BEAM $TRAP TIE COMdEOTICN SECTIONAL VIEW WINDOW PROTECTION ALTERNATE: 0 (--------- IN LIEU OF STORMWATGH WINDOW UNITS, PROVIDE A DEDUCT COST FOR THE PROVISION OF 23/32 ' THICK APA SPAN RATED 48/24 SHEATHING GRADE EXTERIOR PLYWOOD CLOSURE PANELS NUMBERED AND FABRICATED FOR EACH INDIVIDUAL WINDOW AND POOR UNIT. FASTENIMNG SHALL BE ACCOMPLISHED WITH 2 I!2" LG. "B WOOD SCREWS SPACED 12" O.G. ON EACH SIDE OF EACH PANEL. PANELS SHALL BE SIZED B" WIDER THAN THE OPENING. FASTENING, SHALL BE SECURED TO WINDOW CASING TRIM. ALTERNATE TO WOOD SCREWS: PROVIDE THREADED 010 HILLMAN TEE NUTS ATTACHED TO BLDG. W/ 010 1 IR" MACHINE BOLTS AND WASHERS AT 12" O.C. MARK PANELS FOR READY IDENTIFICATION AND ARRANGE A STORAGE LOCATION FOR PANELS WITH THE OWNER. Seal: y�gREL nfiC\ TIE HEADERS TO <° - GALVANIZED SIMPSON JACK STUDS WITH STRONG-TI€S (2) 1425A LSTA 30 (22) 10D II iE " HURRICANE TIES, 18 GA.JOIST TYP. FOR BOTH W/ (5) 86 AT EACH JOIST ENDS (1610" EA-) OA N TOP PLATE TOP PLATE ALTERNATE SIDES W/ � ��, ON AL AT TOP PLATE. oFsss- N.'N LATERAL CONNECTION LATERAL CONNECTION TYPICAL AT FOR EACH -- 65CTIONAL VIEW END VIEW PLATE CONNECTION. (480« UPLIFT - EACH CONNECTOR) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS (WFCM Table 3.1 ) NUMBER & TYPE Qi �R CHANGES a-H-ma DESCRIPTION OF BUILDING ELEMENTS OF FASTENER SPACING OF FASTENER WARD ASSOCIATES R 0 0 F F R A M I N G RAFTER TO TOP PLATE (TOE-NAILED) 3-8d per rafter Landscape Architects, CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d per joist Architects, Engineers CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 7-16d each lap TIE WINDOW SILL CEILING JOIST, LAPS OVER PARTITIONS (FACE-NAILED) 7-16d each lap 1500 Lakeland Avenue GALV. SIMPSON STRONG PLATES TO JACK COLLAR TIE TO RAFTER (FACE-NAILED) 6-1 Od each lap TIE MODEL LPTA, 16 GA. STUDS WITH GALV. BLOCKING TO RAFTER (TOE-NAILIED) 2-8d each end Bohemia, N.Y. 11716 STRAP TIES AT 16" O.G. SSP (4) IOD AT (631) 500 WITH C16) 10d STUDS AND (1) 10D RIM BOARD TO RAFTER (END-NAILED) 2-16d each end 63-48 FA5TENENER5 INTO STUDS AT SILL T R AT EA W A L L F R A M I N G 45 West Maln Street AND (2) 10& FASTENERS STUD. (4550 EA.) TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d * per foot INTO BAND JOISTS. (1205" LJttle Falls,New York 11716 UPLIFT) TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d joints - each side (315)$23.4384 STUD TO STUD (FACE-NAILED) 2-16d 24" o.c. HEADER TO HEADER (FACE-NAILED) 16d 16" o.c. along edges TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d per 2 x 4 stud proJecttitle: 3-16d per 2 x 6 stud PROPOSED 4-16d per 2 x 8 stud BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, END JOIST OR 2-16d * per foot ADDITIONS BLOCKING (FACE-NAILED) I to the TIE HEADERS TO FLOOR FRAMING LOBO TOP PLATE TOP PLATE JACK STUDS WITH JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d per joist LATERAL CONNECTION LATERAL CONNECTION LSTA 30 (22) 100 BRIDGING TO JOIST TOE-NAILED) 2-Ed each end RESIDENCE SECTIONAL VIEW END VIEW TYP. FOR BOTH ENDS (1610" EA.) BLOCKING TO JOIST (TOE-NAILED) 2-8d each end BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d each block LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d each joist JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d per joist BAND JOIST TO JOIST (END-NAILED) 3-16d per joist ORIENT, N.Y. BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d * per foot drawingtitle: R 0 0 F S H E A T H I N G STRUCTURAL PANELS 8d 6"o.c. edges & field 4"o.c. @ gable ends-edges & field DIAGONAL BOARD SHEATHING QdQDDDDd iOTQD"Il"➢319, 1" x 6" OR 1" x 8" 2-8d per support 1" x 10" OR WIDER 3-8d per support M"NA "T D➢d"llTA162, TIE WINDOW SILL C E I L I N G S H E A T H I N G d1k GALV, $IMPSON STRONG PLATES TO JACK GYPSUM WALLBOARD ad coolers 7" edges / 10" field T1 Tr TT TIE MODEL M$TA30, IS STUDS WITH GALV. 0111AR DdDMU.2111 GA. STRAP TIES AT 16" SSP (4) IOD AT W A L L S H E A T H I N G a O.C. WITH C6) ad STUDS AND (U 10D STRUCTURAL PANELS 8d 6" edges / 12" field FA57ENENERS INTO STUDS AT SILL TYP. AT EA AND (8) 8d FASTENERS ` 'i STUD. (455" EA.) FIBERBOARD PANELS INTO BAND JOISTS. (800" 7/16" 6d 3" edges / 6" field UPLIFT) 25/32" 8d 3" edges / 6" field drawn by: checked by: NOTE: AT COMER COLUMNS PROVIDE GYPSUM WALLBOARD 5d coolers 7" edges / 10" field GALVANIZED STRONG TIE HARDBOARD Ed 6"o.c. edges / 12" field date: scale: "HD5A (3105" UPLIFT) PARTICLEBOARD PANELS 8d 6"o.c. edges / 12" field 1-15-04 A5 NOTED $ILL PLATE SILL PLATE u LATERAL. CONNECTION LATERAL CONNECTION , '�Y DIAGONAL BOARD SHEATHING MAXIMUM ALLOWABLE DEFLECTION 1" x 6" OR 1" x 8" 2-8d per support SECTIONAL VIEW END VIEW drawing number. IL; OF STRUCTURAL MEMBERS 1" x 10" OR WIDER 3-8d per support C2Y2x& CCA SILL PLATES STRUCTURAL ALLOWABLE NOTE: FOR FASTENER s12Es AND OUMIrI11E6 BEE r-ABTENER ECNEDULE TMIB DRAllrH'x 2 F L 0 0 R S H E A T H I N G WITH SILL SEAL, TERM. MEMBER DEFLECTION n SNLD. AND 5/12 A.BOLTS AT / / STRUCTURAL PANELS p� O 48" O.C. AND 12" FROM RAFTERS > THAN 3 12 - NO FINISH L 180 1" OR LESS ad 6" edge / 12" field d OF CORNERS WITH 3" SO. x 9/64" GALV. WASHER "a INTERIOR WALLS AND PARTITIONS H/180 GREATER THAN 1" 10d 6" edge / 12" field PLATES. SIMPSON STRONG e .a TIE "LBPSS/e (TYPICAL). FLOORS AND CEILINGS L/360 DIAGONAL BOARD SHEATHING SEE PLAN FOR 36" BOLI - 1" x 6" OR 1" x 8" 2-Sd per support ALL OTHER STRUCTURAL MEMBERS L/240 SPACING AT (2 STORY) TS '�T n T1 n n 7T AND SHEAR WALLS.( (� (T WALLS W/ STUCCO OR PLASTER H/360 1" x 10" OR WIDER 3-8d per support ANYTHING ONHITIHIISADRAWING AND/ORTETHE JJd1��ll�JJdll011111d �111VT�D IlJIlDIldIlIl9 rIl9 Il+ll����IlIl�TQ>r IA I�l Vrl VTL{QAPIl��QD�� FIN. ACCOMPANYING SPECIFICATION. UNLESS IT 1 NOTE: NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" o.c. AT THE PANEL EDGE. IF WALL SHEATHING IS IS UNDER THE DIRECTION OF A LICENSED EXT. WALLS - WIND LOADS / BRITTLE L/240 PROFESSIONAL. WHERE SUCH ALTERATIONS NAILED 3" ox. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS ARE MADE THE LICENSED PROFESSIONAL FIN. A. SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH MUST SIGN, SEAL, DATE AND DESCRIBE THE U 3/4" = 1 '-D" EXT. WALLS - WIND LOADS / L/120 FULL EXTENT OF THE ALTERATION ON THE r scale FLEXIBLE FIN. DRAWING AND/OR IN THE SPECIFICATION. ref, no.: 200328 i BRANCH DUCT HVAC SYMBOLS HVAC ABBREVIATIONS W'— AOC AIR COOLED CONDENSNG WIT VOLUME DAMPER SIMILAR AD ACCEs �R LOCK WASHER RYPJ ELME twcnDRC-NEW AW AEOyE FMIBHED BOOR TO RLISKIN MODEL APR AEOVE FINISHED ROOF MD3510B DIIOILVRf UUTH ACOATIG LNNS APD AIR HPREWRe o IOP WOOD JOISTDw DP 5G 140RSEPOWER OF rim /3W', 6" c TM COOMPETJ NSATED RAIN I --- I MINIMUM ® EER (COOLNG GAIL APPLICATION) I - I &1' PPLWr AIR ORS piECHAR'#J u COOLING COIL CFM CUBIC FEET MR MINUTE CLINCH COLLAR OLG CRY EL DUCT L1.DER LEGATIVE FREBd1R: DB DRY&1Le rR:iNSL ExHN13T Oi OJtSIDE AIR) Er. DEGREES PARENMEIT AND SUPPLTO WI RT STEEL DP PIMMUCT DROP AND Ga.TIECT TO &IILDIIYG —1 - DX DIRECT EXPANSION STRICTURE SUBMIT DETAILS FOR MAIN DUCT \ ` ' � DAMPER EA EXHMIST AIR APPROVAL. 453 SPLITTER DAMPER ELT ELEVATION AG TEMPERATURE AG WIT T F FAN ® 2"MIN.cLEARMICE i SUPPLY 15EFO FC Pin DAMPER (DIICTJ AIR FLOW I. UBRANCH DUCT A WHERE a: .:c FIRE DM PER UY accEe3 Doan Fc FIRE DAMPER W BRANCH DUCT AIR QUANTITY FPI PMS PER MCH FPM FEET PER MINUTE ALUMINUii DRIP PAY WITH 3° RETURN/EXHAUST F XHAUST IS LESS THAN 25% OF THE Morawzm DAMPER LA PACE G AIR Tr OVERHANG,1"LIP.SEAL WATER LAT LEAVMG AIR TEMPERANRE nc+rr TOTAL AIR FLOW. AIR FLOW Les MANUFPOUNDS 117 2. DEPTH 2" E MUST N E MFR PIMM DT R=R umIlTEcr SENSOR CAFMEcr ra LEAST 2" LESS THAN DEPTH r' GflA•I eIUPP Y A R RM ROOM T RISE Lldll-TELT PANEL. AT W. p T THERMOSTAT VIORATTO 300 LRC-!• 'IURI�I�IAUOT AIR Ww/e0 TWITH EM RAl11RE. O -RpFOTON THREADED ROD WTFI U WETS" MASLOCKUABHERM'JT ABSEIMeLY RECTANGULAR DUCT ANGULAR rTP.FOR 4 EACH WIT.) VANED ELBOW K D WpREFI EXI3ING� 2 TAP W/ HORIZONTAL DAMPER DETAILS FOR SUSPENDING AC UNIT RaDlu3 ELEaw M — 1 NOT TO SCALE NOT i0 SCALE M - 1 � VERTICAL Wct DROP 4 WELD OR BOLT E Seal: WOOD JOIST UNISTRUT OR KINDORF PERF-CHANNEL EKED '\ 20 GAUGE GALVANISED KITCHEN *„ �s� 1HCy 5HEETMETAL DUCT EXHAUST WOOD DECK VERTICAL DUCT RmE FAN (SEE 3-r COVER PANEL AT SPECS) 3-FACING SIDES BY HOOD _ MFR NOMINAL 24" HIGH. IT 15 WOOD JOIST I I 4 ; THE RESPOT481BITY OF THE PLExIELE DUCT canNecioR 1 CONTRACTOR TO VERIFY STEEL ANGLE BRACKET WITH O TrER•I°BTAT NPJM DUCT,PIPE AND EaIPMEW THAT THE COVER PANELS METAL BAND r Jssue ARE HIGH ENOUGH TO HIDE NUS,WASHERS AND LOCK WASHER 1T DUCTUIORK BOLTED TO — EXISTING DUCT,PIPE ECC METAL BOLTED 70 JOIST ExOTING DUCT,PIPE ESC To BE DE70L16HED e"x8" DUCT COLLAR TO KITCHEN EXHAUST HANGER STRAP '�� NEW PTFE WITH DIRECTION a mow DUCT !SEE PLANS! PROVIDE ALL REQ'D HARDWARE FOR HANGER �� Pre DROP Q OWNER GRANGES 6-14-04 MOUNTING HOOD �--{-- PIPE RISE REMOVEABLE LOAD RATED --IIF— UNION GREASE CUP FASTENER SELF TAPPING DUCT WARD ASSOCIATES SCREWS --D-- a°"'D °REDS Landscape Architects, 100% VAPORPROOF UL. Architects, Engineers LISTED INCANDESCENT LIGHT FIXTURE. 1500 Lakeland Avenue HAUS (1TP. OF 2)2) 8'x8" EX CONNECTION FOR DUCTS LOW PRESSURE EQUIP21ENT NOTES- Bohemia, N.Y. 11716 BAND OF SAME OVER 49" WIDE RECTANGULAR SIZE AS HANGER TURN UNDER DUCT (631) 563-4800 O-- —� 120V/IPH/60HZ S.S. BACKSPLASH STRAP BOTTOM DUCT 4 A. AIR OUTLETS PROVIDED BY FASTEN 45 West Main Street Hoop MFR POWER SUPPLY 1. CD: ® - SUPPLY AIR CEILING DIFFUSERS (CD), "NAILOR" MODEL RNS, STEEL, WITH FOR LIGHTS ROUND NECK, REMOVABLE CORE AND OPPOSED BLADE DAMPER. Little Falls,New York 11716 KITCHEN EQUIPMENT ROUND 36" DIA. 2. CD: ® - SUPPLY AIR CEILING DIFFUSERS (CD), INAILOR" MODEL 6500L, STEEL, WITH (315) 823-4384 DUCT MAX. SQUARE NECK, REMOVABLE CORE AND OPPOSED BLADE DAMPER 3. TR BR OR: ® - SUPPLY AIR TOP ITR), BOTTOM (BR) AND CEILING (CR) REGISTERS, STEEL project title: KITCHEN WALL STYLE CAN 0 P Y H 0 0 D DETAIL "NAILOR" MODEL " 61DVO, DOUBLE DEFLECTION WITH OPPOSED BLADE DAMPER. 3 [� 4. TR BR OR m - RETURN/EXHAUST AIR TOP (TR), BOTTOM (BR) AND CEILING (CR) REGISTERS, PROPOSED M- 1 cafe: 1/2„ - ,,_D' METHOD OF HANGING DUCTWORK STEEL "NAILOR" MODEL M 6145140, FIXED 45' ANGLE BLADES WITH OPPOSED BLADE DAMPER ADDITIONS I. REFER TO EQUIPMENT NOTES FOR SPECIFICATIONS. M — 1 NOT TO SCALE 5. LSS: ® - SUPPLY AIR LINEAR SLOT DIFFUSER, SEE DRAWINGS FOR SIZES, EXTRUDED ALUMINUM, to the FLANGE TYPE, DUCT MOUNTED CHORD OPERATED DAMPER, NO EQUAL TO "NAILOR" 5000 SERIES, a 30. PROVIDE PLENUM BOX, LOBO 6. EXCEPT AS OTHERWISE NOTED, PROVIDE PLENUM BOX, MODEL 5310EL RESIDENCE AIR COOLED CONDENSING UNIT SCHEDULE 7. WHERE INDICATED ON DRAWINGS, PROVIDE FABRICATED PLENUM BOXES (SHOP), IN ACCORDANCE WITH SMACNA STANDARDS. UNIT CONDENSER CONDENSER COIL I ELECTRICAL DATA DIMENSION (IN.) WEIGHT MODEL 1 6. CEILING DIFFUSERS (CO) SHALL BE 12x12" UNLESS OTHERWISE NOTED LOCATION SERVICE LxWxH lLBS) MANUFACTURER SIZE EER REMARKS NO. MBH AMB AR EMBUP<P> FA., SOFT CFM V/PH/HZ MCA MOCP S. BORDER AND FRAME: ACC/I SEE PLANS AH/I 39.0 95 45 15.4 3190 2 20BA/68 24 40 43XVX21 300 RUUD UAPA-042JA IID a. TO MATCH CEILING CONSTRUCTION. ORIENT, N.Y. ACC/2 SEE PLANS AH/2 286 95 45 15.8 1235el 1 208/1/60 1 IS 1 30 1 43x3141 260 RUUD JAPA-030JAI IID 1 b. COORDINATE WITH GENERAL CONTRACTOR drawing title: 10. FINISH: BAKED ENAMEL, WHITE, DIRECT EXPANSION COOLING AIR HANDLING UNIT SCHEDULE 11. FINAL DIFFUSER LOCATION Ae, PER ARCHITECTURAL REFLECTED CEILING PLAN. UNIT I NO. LOCATION SERVICE SU BALM FAN DATA ENT.ARO LEV�AA tF) 5LOJER ELECTRICAL DATA DIMENSION (IN.) WEIGHT MANUFACTURER MODEL R EER REMARKS 12. NAILOR AS STANDARD APPROVED EQUAL : TITUS, ANEMOSTAT. GAM ESP TYPE a De M TMBN SMBH MHP MRPM ViPH/NZ LxWxH (LBS) SIZE T,RTI�?ATfii�A nTlrllA�A T1d AH/I ATTIC IST FLOOR 1500 1 0.71 PC 160 1611 55 54 39D 28S I/3 1 900 286/1/60 35x22%21 110 RUUD UBHC-21J IID 2-SPEED MOTOR B. KITCHEN HOOD 1V1111 LL J1.0 111V 11LL 11ll AH/2 ATTIC 2ND FLOOR 1058 I 0S I FC I 80 1 61155 1 51 1286 206 1/4 1 900 208/1/60 35x22xM 100 RUUD OBHC-11.1 11.0 2-SPEED MOTOR I. PROVIDE KITCHEN EXHAUST HOOD A$ SHOWN ON DRAWINGS AND IN ��iT fI TI WW�� 711 NOTES ACCORDANCE WITW THE CONTRACT SPECIFICATIONS: IRTO �12 1, DD3 TAIIIIa'3 1. ACCESSORIES: a. IS GA. 304 8.9. CONSTRUCTION WITH CONTINUOUSLY WELDED EXTEIFNALa. r� T� r� RS BEAMS b.CONTTROL PACOWAWAY KAGEINCLUDINGINCLUDING b. DIMENSIONS: W60"Lx3O"Wx24"H 1�-11DDDDR11TVll!-llFTRO1VT03 PROGRAMMABLE THERMOSTAT c.d.VERTICAL COLLAR P£D RIBS %1 AIIIII I Wiff.dDdg e. RECESSED GLOBE INCANDESCANT LIGHTS F. ON/OFF LIGHT !SWITCH g. INSULATED 5T'AINLESS STEEL BACKSPLASH FAN SCHEDULE K FILTER REMOVAL TOOL drawn by: checked by: I. EQUAL TO GRIEENHECK,MODEL GREW E.S.P. CFM WHEELJ. ENCLOSURE PANELS (TO SPAN BETWEEN) HOOD AND CEILING JD LMR= SONES ELECTRICAL REQUIREMENTS DIMENSION, IN. date: Scale: FAN N0, SERVICE LOCATION TYPE WIG.) (STANRDARD FRPM WHEEL DI(NEFER (dB) LxWxH ��BSH� MANUFACTURER MODEL NO. REMARKS WATTS RPM VOLT/PH/HZ (DIA.xDEPTH) 1-IPJ-04 AS NOTED 0 drawing number. 0 n F/3 KITCHEN HOOD OU . 1550 FC 8 7.6 1/20 1550 / /60 21x14 40 GREENHECK CW-080-D ��� O WALLTDOOR SIDEWALL 05 200 1151 �\\/) NOTES; OF I. IN-LINE CABINET FAN: I. (CONTINUED) 2. SIDEWALL EXHAUST FAN: 2. 51DEWALL EXHAUST FAN (CONTINUED) e.GALVANIZED STEEL CONSTRUCTION e.MANUAL STARTER W/PILOT LIGHT a. HEAVY GAUGE ALUMINUM HOUSING d. UNIT MOUNTED DISCONNECT SWITCH b. DOUBLE WIDTH FORWARD CURVED WHEEL F.REMOVABLE ACCESS DOOR WINDBAND AND WHEEeL CONSTRUCYION e. WALL MOUNTING BRACKET c. THERMALLY PROTECTED MOTOR g.F/4: PROVIDE HUMIDI5TAT, INTERLOCK c. DIRECT DRIVE F. MANUAL STARTER W/PILOT LIGHT d. INTERNAL ACOUSTIC LINING WITH FAN STARS CONTROLS, TO SOLID STATE SPEED CONTROLLER STATE LAW PROHIBITS ANY PERSON FROM ALTERING MAINTAIN 60 a SPACE RELATIVE c, PILLOW BLOCK BEARINGS, 9' ANYTHING ON THIS DRAWING AND/OR THE HUMIDITY 9EIPOINi 100000 HRS (LIC) ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200338 I01 - - -- _ s/a" HHWS/R - - DN - - �lY. 3/4" HHWB/R DN — — � - — - - r II— JI Ulfl -� �- - _ 1 ', li}/L iuVr�I�I - L1561 _ LJ .1 ',:'!' ; -'F-. . P- �' - �ll,'..'(_-7f I 'r(�h': FIR C55)I11 C 1 (557 _.(e 0 �- _ - - - r I- 'NN I IIJt - Ili _ - Ir TIR I I P AC 5T IC rr - LIN EF� P x DP m GR it - I x 8x4NK _ (160) _..: 20x10D r ' 10Rx6NK LB9 IIxx451jK 1I 9201: T � CONDEN6 TE„ _ C - - --- - - 12x12 FACE /280) 18x6NKUCh��,11•�'I A DRIP PAN - _ 6x , NK - -.. - -i (300) TYPICAL . C; ; Lam,1'C{-� (. f 'F� w IYe"RS/Y"RL f SEE DETA S (B0I t E 1. L I V'N(.I I Ys'RS/J�"RL UP i c_ ON 7x1 - NEA S-�PLU SATE I " C IYe"RS, L� GR AH L`-I 1-"� -6 DRAIN2k'sE�7 ROOF GUTTER ACG - �. ` °F NEV 8x4NK ---_� T 2 -- --__ 20x3 220N _ . 9r (1507 w 12x10 2 1 TO AH/ Ino I / _�^ 0 ,r, DN /TO AH/1 V 1 IL Vl Q Harree a-H-mx f r , _ ^v awex c TG __ TOP OF 1 - j 12BNK T _ - L _` Ilr - 3/4" HHWS/R Q a.o�.eepr.cormEtire 4-10-03 18x24NK _ -- _ — - _ _ 1 GRILLE' 7 D�BB WARD ASSOCIATES a" BFc , NOSCCONTAL - �Ia _ . 'S. - _ - -- --- - 'I � 4111 IL __ ]_ - RGE, Landscape Architects, -- -- - - -- - - - NTE Ar h —I I�' — — — — — — — — — — — — — �_I - _ ____ _ __�� .� �_ A9E OF KITCHEN C IteCtS� Engineers ACC -� — — — — — — — — — — 1 ;' �Cs 1 _ �'IILLWORIG9TYP ;y -_ - Iex24NK OR 2) OF GIL E I \ I -) I I�� BOTr 1500 Lakeland Avenue Q � - -� LES 12 Atm +� Bohemia, N.Y. 11716 1 Ye III (807 L�� 1 (631) 563-4800 I -� RS/RL PIPING DIN1 `- - CHONTALFOR L --FF. bit..ISI , C:IN'' dI CONTINUATION OF LBS y L,,r,�7 , ( ���,.. II- � f' 'I'- f�ININc:} I ,GOI"! r -I? (14 25NK� E r: 45 West Main $}reef 2x3NK 0� - 20.4' L-' HTR Little Polls,New York 11716 REFER i0 1 1 _ - - - BASEMENT PLAN (100) QN �° I (315) 823-4384 - � — - F 11 LBB I II� title: I AL 12x359 M< - (^_�) DICWARGE project -� (100) @xSNKI PROPOSED _ - _ - CONTINUOUS20x4 1 1- w ADDITIONS 12x3NK 'RADIATOR ` '' - I FN E` t0 tl'18 =_ :. r / / -- —� (80) �, ENCLOSURE _ -- T HHWS FTR _- , _ - _ _ _ _ LOBO _ r 8x8 DP \�" 3/4 HHWR I CONNECT O RESIDENCE GONTINUOU "�; _DN �1 2 -0" L KITCHEN- oD � - -PI L,_.-,-,-.-._.-.-,-.-----._.-.-._.-.- .--- - a ' � RADIATORi ., trc r- rrLd9rt„'ul^yJl_ -r.._ _ -- ^nw'yf`i�7T(hiF"A 0M;1 ENCLO8U (`' LBS A/ HHWR p — _KITCHEN HOOD — r (120) 3/4' HHWS NOTES AND D DN PTR COORDINATE ORIENT, N.Y. I LWITH KITCHEN 2'-0” L drawing ttNe: I � EQUIfZMENT. REFER TO I L.'IF!�.I t,'.[-I- ' I) ARCHITECTURAL DRAWINGS FOR III EXACT DIMENSIONAL Il"Il➢U�F v u I REQUIREMENTS I"1 — 1F. _ �,_ - �'aI -- �i11 I I,1 'I�� � _ �� -_= � _ �� � uI(�a1 � c-�cl'_: �I�QaQDaT➢D aj j I' t1YIII]aQaIIIIr�aTIIQa��IId 1I q D T I III I -- - drawn by: checked by: -- - ,JD LMF ➢dQ� QD1aT ➢D Il+ IIdQDQDIla bII ➢➢ QaIIII �� QIIQAF� IIa IlDIIdE� iQT Il47IIIloSFIl" Il{ IIdQDQDIlu 1W ➢➢ QaIIllIA1\1TIIQdIId IlaIIaA N date, scale: I-15-04 AS eNOTED : „^ stele I/4"=1'-0" drawing number: o � OF ANYTHING ONHITHHISA DRAWING AND/ORETHE ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSJTKE MUST SIGN, SEAL, DATE AND DESCRIBFULL EXTENT OF THE ALTERATION ODRAWING AND/OR IN THE SPECIFIC ref. no.: 200338 U10 _�_ -- - - T-xl 'L_ 1'ip )7 — I 12x3 UP HH R 3//4" HHWS/R - - / I - - „ - o - /I -(55 it I j seal: EM'£P - - - - -- -- YI ---- ---- - �." HSN, 3/4" HHWS/R 3 CONNECT TO g gA F•. EXISTING HEATING VD UP v. ii a WATER SYSTEM = I S 0) (120 (30 ImP FXISTING; Cx<`-RAGS, 8x6 UP _ 12x4 OI� R LHPWaEO 6-W-04 V° WARD ASSOCIATES Landscape Architects, L ArchBects, Engineers - — - " " 1500 Lakeland Avenue el D 20X.$ \ 3/4" aHwS� , Bohemia, N.Y. 11716 7 .. ._. UP \,\ CONNECT (631)563-4800 g A EXISTING HEATING 12x3 �— — --. n — .--- fr —.._.�q—�— �a � WATER SYSTEM 20x20 45 West'Main Street UP L1ttle Falls, New York 11716 10a FC 20X20 bP ,�.c — R 10 6 YD 6 UPx (315) 823-4384 Fk I Ye'RS, 5/e°RL (140) UP �- Q � I2x1m 12x10 ,� project tRle; FOR - rotCONTINUATION OF _ CI50) ba ba PG ' s I ' 3/4" HHWS/R PROPOSED a 6P 6P 18x10 RFI PIPING / VD bUP REFER TO FIRST I DP ,'-1 ADDITIONS FLOOR PLAN x3 PIPE U � Up CONCDENSATE TO to the AH NEAREST WASTE 20x4 12x3- LINE. CONNECT LOBO LOBO UP I VIA FUNNEL 6P - gA DRAIN ��JJ VD(140RESIDENCE STEEL. - -- _ SUPPORT ANGLE PUMP EQUAL TO EG]UIPMENT CONDENSATE _ 12x3 TIS �r - I TECI]NSEN L-ITTLE __ _ -I ;`, �� UP G80)b I YA"RS 5/e"RL IANT MODEL III E 3/4 HHWS/R 'LbiNW CONNECT TO - ORIENT, N.Y. EXISTING HEATINGHHWS p i �; WATER SYSTEM UP If - drawing tale: (1203 /�- 3/4" HHWR 3/4" HHWS 3/4' HHWR 1 ' (X; ; uP, l uP3 uP uP QA➢➢pd AT% KDAMAHIIANIIQAAI KADOR H"RjA7T drawn by: checked by: JD LMF mak,' ; date: scale: -15-04 A5 NOTED --- -" drawing number: R" p2 � Il 0 RE Q: ➢dpolldA1r% IXNQ'A EA17R11AA1 Tp QD OF M . 3 scale 1/4"=1'-0" STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200328