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HomeMy WebLinkAbout37489-Z guFFOd,f Town of Southold Annex 2/25/2014 P.O.Box 1179 y ;t 54375 Main Road o Southold,New York 11971 y p`V CERTIFICATE OF OCCUPANCY No: 36784 Date: 2/25/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 860 Old North Rd, Southold, SCTM#: 473889 Sec/Block/Lot: 55.4-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/31/2012 pursuant to which Building Permit No. 37489 dated 8/31/2012 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: ADDITION AND ALTERATIONS, INCLUDING COVERED FRONT PORCH AND WOOD ENTRY FRONT STOOP The certificate is issued to Meador,Carey (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37489 02-21-2014 PLUMBERS CERTIFICATION DATED 02-14-14 Steve O'Connor 0 ' ed Signature TOWN OF SOUTHOLD Q�gUFfO�,�co BUILDING DEPARTMENT 0 TOWN CLERK'S OFFICE oy • � �i�' SOUTHOLD, NY hT�rr?� BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37489 Date: 8/31/2012 Permission is hereby granted to: Meador, Carey 860 North Rd Southold, NY 11971 To: construct additions & alterations to an existing single family dwelling as applied for At premises located at: 860 Old North Rd, Southold SCTM # 473889 Sec/Block/Lot# 55.-1-7 Pursuant to application dated 8/31/2012 and approved by the Building Inspector. To expire on 3/212014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,032.40 CO -ADDITION TO DWELLING $50.00 Total: $1,082.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,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 J Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: `p© ©t 6 N)0 (vd � d House No. Street Hamlet Owner or Owners of Property: CG P NN--U, Suffolk County Tax Map No 1000, Section S Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature *pF SO�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q roper.riche rt(a_town.so Litho Id.ny.us Southold,NY 11971-0959 cOUNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Meador Address: 860 Old North Rd City: Southold St: NY Zip: 11971 Building Permit#: 37489 Section: 55 Block: 1 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: SJ O'Connor Elec Cont License No: 5085-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat 2-ga Duplec Recpt 44 Ceiling Fixtures 34 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 5 Smoke Detectors Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 54 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200a Switches R41 Twist Lock Exit Fixtures TVSS Other Equipment: 5-combination smoke/co detectors, 3-exhaust fans, 30a oven circuit 4-ARC fault circuit breakers Notes: Inspector Signature: Date: Feb 21 2014 81-Cert Electrical Compliance Form.xls 3��QF SO(/T�o Town Hall Annex Telephone(631)765490.2 54375 Main Road Fax(63[)765-95b2 P.O.Box 1179 G Southold,New York 1 197 1-0959 BUILDING DEPARTMENT TOWN'OF SOUTHOLD .CERTIFICATION - Building Permit No. � l Owner: p� (Please print) Plumber: �'TJc- <O C�C�n1Nc9� (Please print) I certify that the solder used in the water supply system contains less.than 2/10 of 1%a. lead. • (P bers•Sigtlature)�•. : :- •- - - - -- Swom to before me this 4- 14 day of 20 1 CONNIE D.BUNCH \ Notary Public,State of New York No:01 B Suffolk 50 - Queiitled in Suffolk C,xanty 1 `.. Commission Expires April 14 Notary Public, SU unty 3T7"� cOUNi`I,� TOWN OF SOUTHOLD BUILDING DEPT, 765-1802 XFOUNDAT!IONSPECTION [ 1ST [ ] ROUGH PLBG.. [ ] FOUNDATIO [ ] INSULATION �I [ ] FRAMING/ TRAPPING:::�� [ ] FINAL [ ] FIREPLACE A CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMA 1 f/ c CT- 1 / T, DATE INSPECTOR ( '`" OF SOUry�lo - TOWN F� ,�-� O SOUTHOLD BUILDING DEPT. 765-1802 rINSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [,ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR' fjF so�Tyo TOWN OF SOUTHOLD BUILDING DEPT. T65-1802 INSPECTON - .' ' [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ IF NDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE ICAL (FINAL) REMARKS:— Z_�__ (�_)-�II // ve_�sl " 6,��� r DATE l 1�3 ANSPECTOW _ �o��OF SOpr9p�o ; 32 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 'INSPECTION [ ] FOUNDATION 1 ST [ RO PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL.(ROUGH) _ [ ] ELECTRICAL (FIN REMARKS: -� DATE ,2-' //-3-INSPECTO �OF SoUTy �ycoUNi'1 If rim �4� TOWN OF HO ;10 ING DEPT. 765-18 I N N [ ] FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR OF SOplyolo cOUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: &tomes DATE 2 r INSPECTOR . 1� 1 1 0 • � • 1 1. WMA FffA ROUGHIt PLUMBING -MAI �_ J r_.! 1 STATZ ENERGY COIXE r 1 1 • r 1 v f I ��i ��!�c�� %� -fir �- •�I__ - - Y 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 !p ¢� Survey SoutholdTown.NorthFork.net PERMIT NO. 31. �1 v% Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application � Flood Permit Examined D/ r 20 Single&Separate Stone-Water Assessment Form ;� / Contact: Approved ,iJ 20 Mail to:11(,qeLG Riy/ ✓ e—j Z Disapproved a/c Phone: ?,5 ¢ -4-1?.S Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT AUG 3 0 2012 1 Date ©g 2 2— , 20 Blp�.pEF1. INSTRUCTIONS 10A OF SOUVOLD is application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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 waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a 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 what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not,commehced''Within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning ainendments or other regulations affecting the property have,been,en acted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building'Permit pursuant to the Building Zone Ordindnce of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agen ,:ar:ch:iteDngineer, general contractor, electrician, plumber or builder Name of owner of premises ��4,frq, AE4V og W& (As on the tax roll or,latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location f1��and on which proposed work will be done: ti lO O ono ,ylO ayg lea �Ja House Number Street Hamlet County Tax Map No. 1000 Section 55 Block Lot 07 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ��/lI G rr�} �/4� �L C b. Intended use and occupancy s7A M e- 3. Nature of work(check which applicable): New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occu`�p`anncy, specify nature and extent of each type of use. 7. Dimensions `of exr"sting ct struures if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth . Height Number of Stories 9. Size of lot: Front ll/ �Rea� Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO �Will excess fill be removed from premises? YES NO 14. Names of Owner of premises �'O1 Address 860 ac p i✓0✓ qy Phone No. Name of Architect W Address 2d Phone No Name of Contractor Address Phone No. i 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_Le�� * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any.covenants and restrictions with respect to this property? * YES NO -t- * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF .Ca 41 (�f?,✓J�yj/r� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Notary Public,State of New York No.01 BU6185050 �/�C i (S)He is the � f/ Qualified-On Szme„(Gount (Contractor, Agent, Corporate ffic , etc.) Commission Expires April 14,1M—)— of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me th* �— day of�'`I � u 20 Notary Public Signatur of pplicant HF-A 004 kAdie-MI, ° Town of Southold - Chapter 236 - Stormwater Management SWPP.P - Storm Water Pollution Prevention Plan Assessment Form ERAL INFORMATION: (All Requested Information is Required for a Complete Application) W NAME: Owner-Agent-Constdtant-Contractor or other(Circleone) Property OWNER IK Different than Applicant) S f.✓ t2 Z C banD 3 G&C- o aSfPs: Faxik Z r/ p Tdw—lk Faxt E-Mail: s* KPGA" r• met E-Na Property Addresx 8(00 D i1/O!2 /Z B cf • tion of eoDshnl do Activity,Proposed St uchaal BAft Soft of [ J b//r Smba)iahon BMPs,Pm"Scope and/or Sequence of Construction Aevty Dbblet t,tetlow Lot o �/(//� ss� Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: 1= --_ _7_°_ 1�1 __ y_f -- Add►esw. ---v---- t 1°i1_�� Telephone g: Fax* - --- d-N - Vp E-Mail: _w _A- - _pGAev2G ----_- - • Nam of Persot�p�N for Installation 3 Ntintenana of Erosion Control Praeticr. -��-� / -��� .! Addre- o O N01e R 09 -------------------------------------------- Telephonee tr Fax q E-Mail: reyft A eq rA Mg. . t!A Total AreO of All Total Area of Land Clearing SG 3 ZO f F (' -------------------- Prefect Parcels: + and/or Ground Disturbance: 60 -------------------------------------------- (SF./A—) (SF.IAa-) i Project Duration: -------------------- ='`-- -------------------- (Anticipated) Dale: /��/ Date: t - - pJunaa rlendar Days) �F -------------------------------------- Will this Project Disturbe five(5j or More Acres at Q - - Any One Time During the Proposed Development? Yes o -------------------------------------------- If YES;Please Answer the Following) -------------------------------------------- a. Does the Applicant have a Qualified Inspector On 0 Staff To Conduct the Pj_juired Inspections? Yes No b. Does the SWI;PP Indicate HOW Frequently the Site = List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes ---- c. Does-the SWPPP Adequately Identify Ad Temporary --------------------------------- and/or Permanent Soil Stabalization Measures? YeT No ---------------------------- ------------------- d. Does the SWPPP Adequately Identify aComplete Q ----------------- Project Phasing Plan? Yes No Status of Impacted Walerbody:leg.TMDL,303(d)Usted.Impaced—) e. Does the SWPPP Indicate Additional Site Specific Q :F3Z'1 Practices that WiN be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice - - ---- Of Intent and SWPPP Acceptance Form for Review T'PO of Impacted Waterbody:leg.Lake,creels,say.Pond,sound,Freshvrrterwetland.4 by the Town of Southold? Yes No ----- ---���-- --F__.`��G _--- S7 ATF OF NEW YORK, COUNTY OF.... Sit Fr-49�-N....... SS No.0-," 6185050 Qualified in Suffolk County Commission Expires April 14 0I1, /fiat I.............1.»( 'dd �-.. .v_ TZ.being duly sworn,deposes and says that he/she is the applicant for Permit, And that he/she is the ......_.................... .»................. _..................... i -A., Contracbr Corporal 011low.etej�' .. . Owner and/or representative of the Owner or Owners,and is duly&uthorizcd to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will beormed in the manner set forth in the application filed herewith. Sworn to before me , ............................ ......--cy or. L ....... .20J/ Notary Public_ r �✓`'l�. Is4oture of SWPPP Assessment FORM: 03-12 o�'�XpF SO(/l�,Ql � o Town Hall Annex Telephone(631) 765-1802 54375 Main Road (631)765- 50r P.O.Box 1179 G roger.richertAdfown.sout�io d.ny.us Southold,NY 11971-0959 �y�0UNT1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: � C) _ Dater Company Name: iG.r�p Name: ��- License No.: o Address: 16 J Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: U�_s RE *Address: . *Cross Street: 1 *Phone No.: Permit No.: Tax Map District: 1000 Section: Block: f Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form 15� _ I� SO�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA �c Southold,NY 11971-0959 Ol� �� cou BUILDING DEPARTMENT TOWN OF SOUTHOLD February 18, 2014 Carey Meador 860 Old North Rd Southold, NY 11971 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: / Application for Certificate of Occupancy. (Enclosed) �! Electrical Underwriters Certificate. (Contact your electrician) A fee of$50.00. Final Health Department Approval./Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: BP 37489 —Addition/Alterations TOW F 5OUTHOL® -PROPERTY RECORD CARD IyNNER t-ET <7' VILLAGE DIST. SUB. LOT S,. FORMER OWNS �e6d, : N E ACR. _ J A�p �� S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MISC. Mkt.--Value' LAND IMP. TOTAL DATE REMARKS 77/� 6 y - 1,_. 51 9 - -,20.E / ,k -5 �vk Lot; � 3 � AGE BUILDING CONDITION �j t,5 - L I 2_ 6SC-- L Ons 7710 ( c) NEW NORMAL BELOW ABOVEo FARM Acre Value Per Value \ Acre. Y Vd Tillable 1 Tillable 2. / ��- 7 Tillable 3 Woodland 3/ Swampland . FRONTAGE ON WATER .� Brushland FRONTAGE ON ROAD a�,s �• House Plot DEPTH P. y1 i a BULKHEAD 7 Z �g7= d2S� OV6J Total DOCK In M v. q' ► kl !-�t 4 r i AR I rJ'! -- WOM I� r a }. JlkR IQllf,firu� \a.`_. �ti is ! 3 a ■_�_�_� 4 k ���J� �,�, du r _ ■■■■■■■■■■■■■■■■ �sic .-,.1.y�a1 d i L%.• {I S ,q3v lv!!c.IaR �7J! M i t r � r - , \\s. Mgt- NONE �`\J'f i\Tr�F��J`� I ' �11 F¢ln � cJ V�C. .f I I � (���•ts� �`�rr! vji rt rTn ���1. � �. 1 ■■■■■ ■■■■�YSIe■■■■■■■■■■■■■ L is ` �ri ■■■■■®■ ■■■��'■'"I■■■■■■■■■■■■■■J ■■■■■■■ momminnismoommommommom 1. .�. �'�i �,"'���f'�1iYi'tw1 xj+;5+ °k..•.s nv ^r w,.,. of ,I ■e , lam' +" ! l-�•a.r+,.-'�'v f,a-•t y .3�,, ,irr r .,�'�ram.� " y k= v .,5 SOME■■■ ■ l�r�_�.'J■■■■■■■■■■■■■■ 5 L \ 1 a MMM■■MM NONNIo■MMMMMM■MMMM■■ jl A. ; ,(A{�I'/• f S A 14 ',�!} 4 }t '.A r rl( �� n ` 1 ■■■■■■■ jE■MMIHM■■■MMMMMMMM■M A � ■■■■■■■ IN M■■■■■■■E■■■■■■EOM■ M■■■■M■ ■■■■■■■■■■■■■■■■■■ :. .. Fire Place __ .- Rooms I st Floor r S.C.T.M. NO. DISTRICT: 1000 SECTION: 55 BLOCK: T LOT(S): 7 s' LAND N/F OR WILL" HAMEN LAND N/F OR MATHEW CAMPBELL PIPE I'D 0.51 St13.07,22"E 275.80' wn 2ND FL. �OAo�`1o►�S MOON. 3.1 A c' r A-L�7 1-C. �y 2n.S % W Qar t am"Ay o FRAMEVARN [� "J �d L0. W e co Q O Cd CONC. MON. CtY j� to 40 In 40 fit.i.(. •:.r: LAND N/F OR .' �� ? � CHESTER DICKERSON 4' 4 `! Y yr O� v- C •r:a � �s �fi ;r. .• i' YI w' ".. 4 , THE WATER SUPPLY. WELLS ARID CESSPOOL. LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA 06TAWD FROM OTHERS AREA: 45,563.9 S.F OR 1.05 ACRES ELEVA17ON DATUM- ------------------------- UNAUTHORIZED ALTERATION OR AD0I17ON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVIFY MAP NOT BEARING THE LAND SURVEYOR'S EMOOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7NE PERSON FOR W4 M/ THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOM HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT,GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURLY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: THEODORE C. MARTZ JR. MAP OF: FIDELITY NATIONAL TITLE INSURANCE CO. OF N.Y.; ABSOLUTE ABSTRACT INC.; FILED: SUFFOLK COUNTY NATIONAL BANK; SITUATED AT:SOUTHOLD TOM OF: SOUTHOLD 11. WQXCHUK L.S. SUFFOLK COUNTY. NEW YORK Land Surveying and Design /'6 X , � P.O. Box s. Yattituek, New York, 11952 Y"'" MONS (631) 296-150 rAx (633) 296-15M FILE I) 25-107 SCALE: 1"-40' DATE: AUG. 30, 2005. N. Y. S. UC NO. 50227 maintaining the rteords of?0bart J. Hangs■sy S.C.T.M. NO. DISTRICT: 1000 SECTION: 55 BLOCK: I LOT(S): 7 N l' LAND N/F OR WILLIAM HAMEN LAND N/F OR MATHEW CAMPBELL PIPE Fo o.s E St13'07'22"E 275.80' �4 N O CONIC. MON. h N m iv p °° r� rnRAME SAW ,..• o �0. a W s co M O O C�1 z CONC. MON. •, C7 Cty 1� 1 22 9� to �o b LAND N/F OR CHESTER DICKERSON 7- IQ 6o THE WATER SUPPLY. HELLS AND CESSPOOL LOCA71alS SHOOK ARE FRW FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 45,563.9 S.F OR 1.05 ACRES ELEVA17ON DATUM; ------------------------- UNAUTHORIZED ALTERATION OR AD0I17ON TO THIS SURVEY IS A V7OLAT70N OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS £M©OSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR W40M THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE I7TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTIRJT70N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITU770N. GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROMTHE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERCC77ON OF FENCES. ADDIAONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE Nor GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: THEODORE C. MARTZ JR. MAP OF: FIDELITY NATIONAL TITLE INSURANCE CO. OF N.Y.: ABSOLUTE ABSTRACT INC.; FILED: SUFFOLK COUNTY NATIONAL BANK; SITUATED AT:SOUTHOLD TOWN OF: SOUTHOLD KENNE'1'H , WOCHUIK L.S. SUFFOLK COUNTY. NEW YORK Land Surveying and Design P.O. Box 3. Mattituck, Now York. 11952 PHONE (631) M-15M PAX (632) 298-1688 FILE 0 25—107 SCALE: 1"-40' DATE AUG. 30, 2005, N. Y. S. UC No. 50227 tneloteinlnR the rteerdr of JtoMrt J. Nengwy REVISIONS _fir i ul Lam._ =C - i CHI v ti ci ;:i FTT i� 1 1 1 1 1 1 1 1 z (~� 1 I 1 I I 1 1 t 1 1 1 1 1 1 1 1 ————— 1 1 ————— 1 W w + a 1 w + a + L FrNln%-JNT ELEVATION. SCALE: 1,/4" _ 1� C3 z z Ll d - - - - �' p } Ur O _ --_ �_ _ -- - ------- — --- �_ ___---- ; l : JA N 2 t� o 0 -- L1 La 3 2013 FJIQ� o co .y. ..^. , f. \ ,\ to ' ..•,�; ti'"^G n<'. .J.-�^ G V ✓ �O"'"-77 C't;7 ,GEC J,=C r.` - / 1 1 1 1 i 1 '��` �� � +• 1 1 1 1 aA 1 1 1 1 1 1 1 1 Cy.�' 1 1 I 1 1 1 1 j } y , .'�'. �' �. �7 erf` 1 1 1 ! ' •64 1 f DRAWN: 'bIH/MS RIGHT ELEVATION r �/ 1 1 r •� ^'i�ln~' 1 I I 1 1 t 1 i .,,.•, � \ SCALE: 1/4"=1'_O 1 1 ; V a-----+ -----• w-----• •-----+ SCALE: 1/4" = 1' a-----• � .����� JOB#: January 21,2013 - . . SHEET NUMBER: PAINTER TO PRIME AND PAINT At I.DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK COINTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OUINERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPRTM94T INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE.INCLUDING BUILDING AND S1TE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENC EMENT OR CONTINUATION OF WORK RO{JGµ ELECTRIC,PLUMBING,AND PVAG PRIOR TO INSULATING AND SHEETROCKING AND 64ALL SECURE THE G of O PRIOR TO RECEIVING FINAL PAYMENT FROM O�JNER6. �D� 3�`-(g REVISIONS 77 LI u rl J; _ � N M M — — — --_ —� -_-1 - w 119 .v _ — —.----_ m O ao \' ti se a) -- -- - w -.- r —Ir Q d REAR ELEVATION W -----= SCALE: 1/4" _ l' w � a d Q � d T - - - - u u u u u u u u u u u u u u u __--- --- d PLO Ljjrl - --II jL_ :]i E:l -- --------- 1 4 _ - _ CA d Q W Z co Lill r-.-- - -- ---- - -- -- --- ---- � '? DRANI N: MH/MS 14 t,, , °, t SCALE: 1/4"-I,0„ LEFT ELEVATIONJOB 4: *� „� :1 Jams 21,2013 SCALE: 1/4 = �' •-----• .� . SHEET NUMBER: u ►HINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR 5HALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-2 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE.INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND EHEETROCKING AND SHALL SECURE THE C of 0 PRIOR_TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS 6'-0" o 10 77L, — ' uI I rn � �r ' [fill ' NEW BLK PIER p o o L�w/FTG.UNDER POST ABOVE I aI N Iill `------------' �-�y1M 1•--• p ti m III a FUEL 01_-MIK IIIII ajl tv U I r t ( Ilt 0 11/11 X V nr SERVICE In,l ,�U m1 m m ! 111 o.IIIII�2 IQ X Q1 -_ =IIIII �, a M nld �Inn 1� a III V LL @24"OC �,n,l @24"OC . w B I I n14 >nu' un B U o Z uI p ^Inn '� p� W y w NEW 2"THICK ""' un Ln O u, [fill ! I 111 N CONC.SLAB11111 III N 1 Illtl 1111 � � � M I ul' (2) 9"MLBEAM In 1 1 d I u, @16"OC --- ------- ------ „ 111 milli tea t`Do •-I-K�--• R€PLACE€X.3X��IR9€R w/(2)1-3/4X9 ML _ m„ �w (REPLACE EX.F1&GIRDER ,,,,I N O s w1 ----------- ------- _, r - ------ NEW CONC.PIER Jill, Inn X d 2XfiACQ V s nr ON BLOCK WALL IIIII a:::,.DJ@16•OC Q fill I � 00 - 1 1 1 • ----• ` ----• -----• n, Inn I 101u1 Ill IIIII X -l-K�--'10"dia.CONIC.PIER REPLACE EX.FTG.w/ REPLACE EX.FTG.w/ REPLACE EX.FTG.w/ x N 1111 11111 ON 24"X24"Xl2" 24"X24"X10"CONC.FTG. 24"X24"X10"CONC.FTG. 24"X24"X10"CONC.FTG. �,,,,I I n, , CONC.PIER 3' nil, , 10"dia.CONC.PIER fin ! Ill ne nnl T BELOW GRADE O1! BELOW GRADE - - __ __ __ - __ _ _- __ ....... _ nnl "n ui nn� INSTALL NEW — — — JorIuI 11, NEW 2"THICK 32"X24"XI2" I - — — 4'—'„ I I iii CONC.SLAB iiui CONIC.FTG. CC) I „1 o I1111 UNDER BLK PIER W , „ _ N nI nll' •---+ -- r 3) 1/4 L 5 —0 �N z 111 N IIIII 1 1 01 O 111 a�1+1F1�• 1 1 Y ' ( ul ry 1 1 FX.3X6 FI 1 1 A H I In (3)2X6 ACQ PTI _ISI.I_; @24"OC ___ __ 1 r Ln FLUSH BEAMaillill lop z r IIIII 1 1 _ ' I uI NEW BLK PIER ' IQ LEDGER BOARD TO BE FASTENDED Muni w/FTG.UNDER fir Im, I In TO BUILDING WITH TIMBERLOK® @24"0C �,,,,, POST ABOVE --- I -- 1 , nI , 0 SELF-COUNTERSINKING SCREWS - _;;;;;_ y I I11 BY OLYMPIC MANUFACTURING ; nlll ; , , ;;; I c? Q ul w (2 SCREWS @ 32"O.C.) , n _ ' w[f' ul p t CC1 INSTALL NEWa+ce p,u Jill] 32"X24"XI2" p Diu v 8X16 CONIC.BLK ON �o i�,1, r cV Q 18"X18"XI2"CONC.FTG. ����� CONC.FTG. Xv _ sxe ACO OInI I p0 I C) � If IIIII UNDER BLK.PIER _-X± _ _ D]®16"OC Q::: I I H Lz, nI unl w O 10"d1a.CONIC.PIER 111 ' dui I ON 24"X24"XI2" Jill[ CONC.PIER 3' 10"dia.CONC.PIER Rill ^ ul BELOW GRADE '-,TIT( - --`-" -' ON 24"X24"X12" viii 1 Q ' CONC.PIER 3' •-----• - BELOW GRADE ;' ��i I , i (3)2X10 ACQ GIRDER (3)2X10 ACQ GIRDER (3)2X10 ACQ GIRDER LILI_' I ------ -------___ -------- :0 _ ----]-. _ --_---- ------- T_ all ------J L- , ------------------- - _I -_---_------- — — — -�- - -r — — — — — — — — — — — — — - — _ — — 1 11 J 1 — I — — — — — — — — — — — — — — — — — — — — _ — 1 1 ''-- - I I -- -- I I - -.. I I-- --' ' 9'-01/2" 9'-01/2" 9'-8" 01 6'-201 „ 6'-8„ 28'-Sl A 0 } 1).EXISTING FOUNDATION WALL TO REMAIN.VERIFY w/ARCHITECT ANY 6).G.C.TO REVIEW AREAS MISSING FLOOR JOISTS.USE 2X6 DF#2 @16"OC ° _ Z ALTERATIONS. 7).ALL JOISTS(EXISTING AND NEW)FLUSH WITH GIRDERS TO BE SUPPORTED _ 2).REPLACE AND ADD CONCRETE(FOOTINGS AS INDICATED ON PLANS w/JOIST HANGERS. ;_.4 0 0 FOUNDATION PLAN. I ° z 3).ADD NEW COLUMS AND PIERS AS INDICATED.PIERS ON EXISTING WALLS 8).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE TO BE DOWELED IN WALL{MINI.3-#5,15"DEEP IN PIER AND IN WALL.} BLOCKING AT 8'-0"O.C.AND MIDSPAN. � � O i ! CUT OUT SILL PLATE FOR PIER.ALTERNATIVE:USE 6X6 POST w/ANCHOR. (� 0 � SCALE. 1/4" V � — — ? ANCHOR TO BE TIED INTO 5/8'°dia.ANCHOR BOLT 15'IMBEDMENT MIN. 9).INSTALL SMOKE AND CO DETECTORS PER CODE. _ o - - - - 00 MISSING FLOOR SYSTEM 4).REPAIR/REPLACE CONCRETE SLAB AS REQUIRED_ 10).APPLY 5/8"TYPE-X FIRE-RATED SHEETROCK OVER FURNACE PER CODE. , REPLACE w/2X6 DF#2 @16"OC 5).REPLACE ALL DEFECTIVE STRUCTURAL MEMBERS AS REQUIRED.REVIEW w/ 1. AND 3/4"SUBFLOOR � .: ,�„•' � ��,,R.� ARCHITECT ANY SUBSTITUTED MATERIAL PRIOR TO INSTALLATION. .Y r r>t1F` DRAWN: MH/MS SCALE: 1/4"=11_011 JOB#: January 21,2013 SHEET NUMBER: PAINTER TO!RIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL DE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A J MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE.INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMING,AND HVAC PRIOR TO INSULATING AND EHF-ETROG-KING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS < y- J. 6'-0" A a ' VERIFY WALL HEIGHT. MA CH MAIN BUILDING ----------------- EQ. EQ. ----------------- TW2846 TW2846 TW2946 TW2846 TW2632 TW2632 REPLACE EX.OPENING �' ,\��, 1��\•`\`� REPLACE EX.OPENING REPLACE E:X.OPENING REPLACE EX.OPENING REPLACE EX.OPENING NEW OPENING NERIFY SIZE) \\\ \ (VERIFYSIZE) (VERIIFYSI2F) (VERIFY SIZE) (VERIFY SIZE) (VERIFY512E) 'III C' -------------- \\� \\\' (3)2X8 DF#2 GIRDER EX.FIREPLACE ` 1 (7)2X I (2)2X8 HDR. o ' N IIII ; POST 1111 ; J pill ' ¢. ' BUILD UP/REPLACE BUILD UP/REPLACE e U Ln =+ WALLS TO MATCH WALLS TO MATCH m fill o z^ L I i MAIN WALL @ 7-9" Lu MAIN WALL @ 7'-9" IIII tD a N 1 LI.1 I111 N NOX O 1 r—^--'�--� I _."s` U Z ti t> Ill fill O1 lilt X z 1 , L-- I ) g m f , r\ IIII N IX 1 1 utl v - S ?� U .=1 IIII 1 I I %-' '� �6.`5 -`-�'�� W m 1 W 1 7� IIII x' 1 1 �(�� j! I I it,- IIII CATHEDRAL I �, I I �I l J !I I G u' z CEILJillING ; ,�I ; t_� �=`� �.� __._J�.._� I I d(� , w fill / 17 ; N� i j ii�a I �` O'�a ' ; O `/ � w I g ' I Ilf �'� ;} `r� i Ira J�¢ .- ' v im DECK 1 00 Jr— N I a 1 i + 1:, �= i 1 111 N W li 1 1--. 1 ( II I I x I M I 1 1 ,III COVERED fillROOF 3 � I 1 IIII� un— REMOVE FLOOR JOISTS 3 ; —ram ` ';.e _ .--(FOR HEADROOM HEIGHT)fillNEW WALL 2'—�" ' .. ' 6'—7" ' 7 i " ^ nlf LL UNDER STAIR (5)2X4 .. fill p (2 1-3/4X9 ML wl 3/8" EL PLATE F SH REAM ALT.: 5 1-3/4X9ML) 1 X 00 ^ fill o —Z • � - - - - - 5 �1 . _ . POST _____ 1 / ------------- ^ M� cJ nu x z IIIIN ww a1 1 1 I I I I 1 1 1 ffl,m f 1 f I f 1 f VERIFY SLDG.DR.HDWR. ----------------------1 I nu V N X " U ' ' ' w/OWNER PRIOR TO o jn n❑ 'u w X! ORDERING o I , (7)2X6 , CV 0 LRI ------------ 5'-0 pill g �I r 1 1 1 r r I POST AL F-� Ilif a t s 2_g . . . I REPLACE EX.OPENING REPLACE EX.OPENING Atli;w/(4);1/2 L 1 uu- 1 (VERIFY SIZE) (VERIFY SIZE) O 1 IIII TW2846 1 rill O IIII 1 I IIII ti? IIII 11, �, EX.CATHEDRAL�I ►�� IIII W ; CEILING w Ifff , , F-, F4 IIII r IIII _ p IIII o ;N v COVERED ROOF w a 2 v;;;; ^ IIII �( 1 EX.COVERED ROOF �� EX.CATHEDRAL �o a"'/ I I cV I mi Cu) fill C CEILING ; �''- CEILING W"' DECK Q ; p Q I I ull �^ f EX.CATHEDRAL g z oo ; ; ^ x,I11 1 1 F-� nu 1 r- CEILING ~" N ffff IIII N w ' IIII M ; IIII�-' vllll I I 1 IIII I I11 I 1 nu 8X8 FG COLUMN 1 Ilff un w/6X6 POST fill , OW M R fin 1111 (3)2X8 DF#2 GIRDER (3)2X8 DF#2 GIRDER; _, (3)2X8 DF#2 GIRDER ; ; (2)2X8 DF#2 GIRDER Illf 3===== I_ f - ___ ----�-- ---- HEADER 6X6 POST Mt - P N. �— REMOVE EX OPENING (!,IEW LOCATION) CX235 -----------------------------I lot— 6'-9„ 6,-9„ 6,-841 ----------------------------- 10 ' 9'-01/2" 9'-01/2" 9'-01/291 / ' LPG A 0 >_ Z 2a 1).VERIFY WALL HEIGHTS AND BUILDUP OR REPLACE TO MATCH MAIN WALLS. 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 O LOCATION: AREA: AND 2X4 WALLS AT P13. 2).EXTERIOP,'v�.JALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. 0Z FLOOR PLAN EX.LIVING SPACE: 1154 SQ.FT. 7).INSULATE CEILINGS WITH R21 INSULATION- 1ST. i ^ i 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. j O SCALE. 1/�a� = 1 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. N O U) PROPOSED PORCH/DECK: 473.0 SQ.FT. 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT V-0"O.C.AND MIDSPAN. 9).INSTALL SMOKE AND CO DETECTORS PER CODE 00 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENINGU :,g: HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. `�j;y •''� ,fir f y G DRAWN: MH!MS i +x SCALE: 1/4"=1'-0" , ..' JOB#: January 21 2013 „ SHEET NUMBER: PAINTER TO PRIME AND MINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS.THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND 514ALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING wm OWNERS FOR APPROVAL OF ALL !GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUIL.D1146 DEPARTMENT INSPECTIONS A-4 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE.INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROL,IGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SEO.1RE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 50'-5" 24'-5" le 26'-0' 6'—3" 19'—01/2" 6'-2" 0 EQ. EQ. PAD NEW WALL THICKNESS TO MATCH XISTING WALL TW3046 T�?13046 TlXJ3046 U � m REPLACE EX.OPENING REPLACE EX.OPENING NEW OPENIING TW2632 (EGRESS) (EGRESS) (EGRESS) NEW OPENING N "j� , . „ � � ( }2X6 H R „ = x v a Z ` 10'-6" 5'-1" 10'-6" ■; MLHDR. ' ' 0" 5 —2?% 1 —8l/2 � 4 —0 °' ca \ ^= r J cV C) a, 10 ti— J 1 1 d a0 I u z 1 1 La - 17 r. 10 a i \ i - � o a' N N ^� BATH Q t" \ N o c a i BEDROOM m'; `' N -� W I - ,�'; r CLOSET z i ii No. =' I' w = BEDROOM I BATH ■; 2 4 a � !u., r r ( I I ` 7" N 3, 4" o C4 co R ^I ^. PRDE IN PAN — N Z z i.. -y �' -- —_ �.--- d a N 2'-4" _--- UNfkVRI W� HEAR 00 (TYP.) Q / \� SON _ ( , 5 7 —3 <I [V w LL - 1 l SU LY .. co' \ a v w N 7 + j ZD S� 5'—0" 5'—6" I� I N III ^I REMOVABLE `� I...lL 0 ' `- - I ,�i SHELF I cV t z w ® SHELVES N 5-0" r:■ a _ 5 -5 17 11 4/2 _ m 13 -0 MASTER�.aN 1 r l l 1 1 �bN/ HALL xi'� I N � �I L_X 6� _ O co oLL 1 1 1 1 1 m BEDROOM w wW f >fl 1 1 1 1 1 1 1 1 1 1 �1 4401A Z rY-, S ' Vj' 2 7-1/4 ML HDR. a ( (2 2X6 HDR ' {2)2X6 H R I r F� REPLACE EX.OPENING NEW OPENING O N (VERIFY StZE)-TEMPERED- NEW OPENING TW3046 PAD NEW WALL THICKNESS \ (EGRESS) TW3046 / TW3046 TO MATCH EXISTING WALL ` V---I / EQUAL EQUAL Q / 7'-31/2" 4'-4" 24'-5" 26'-0' 50'-5" A O >- 1).PLATE HEIIGHT TO MATCH EXISTING(7'-9")- 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE Q Z APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING _ 2).EXTERIOR MALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. � J PAD WALLS AS NOTED TO MATCH EXISTING WALL THICKNESS(4"). OO 2ND. FLOOR PIAN 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 ///��� 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. AND 2X4 WALLS AT R13. � Q = LOCATION: AREA: 4).PROVIDE 2-2X6 DF#2 HEADERS OVER ALL OPENINGS UNLESS 7).INSULATE CEILINGS WITH R30 INSULATION. O O SCALE. 1/4" = 1' OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS � O U) EX.LIVING SPACE: 443.0 SQ.FT. ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. MICROLAM HEADERS. BATHROOMS TO BE MOISTURE-RESISTANT SHEETROCK. co PROPOSED LIVING SPACE: 496.0 SQ.FT. 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 9).INSTALL SMOKE AND CO DETECTORS TO CODE. APPUCARLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. is DRAWN: MH/MS yy' > SCALE: I/4"=1'-0" JOB 4; January 21,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OU1NBR5 FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL DE RESPONSIBLE FOR ALL BUILDING DEPARTMENT IN6PECTION5 AA% IIIIIIIIIIIIIIS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING.AND HVAG PRIOR TO INSULATING AMC)6HEETROGICING AND SHALL 6EGURE THE G of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OUNER6- REVISIONS 0 rl — — — Ll .................. � v o 'Z Ij U Uv N x n --' — — -- v El FRONT ELEVATION ° W SCALE: 1/'4" = 1' � w c - Z o m . RETAIN STORM WATER RUU F _ _ PURSUANT T� CHAPTER 236 PLUMBER CE T "1C PURSUANT ON LEAD C THE TOWN CODE. ONT 'T B OR _. CERTIFICATE O CC'9Nq APPROVED AS NO i LD -T -_ --------- ---- ---- — - - -- SOLDER USE ) 1 CA 07� — .—_— — -- ; — — --- DATE -� �— B.P.# SUPPLYSYS . a --� ---__ _______- -= __�------------'----- - -- _ - - ----- ; N EXCEED 2)10 1% LEAD. --_ FEE: BY -�- - _ - -- -- NOTIFY BUILDING DE, AT - _ - 765-18Q2 8 AM TG 4 THE QL(�r',� ! I •;- - -- - - - - FOLLOWING INSPECTIO ALL PLUMB1iJG'AJI STE 1. FOUNDATION-TWO REQUIR D ER LIN NFOR POURED CONCRETETESTING BEFORE 'FR ING - - - - - --__ -_--_ - ---_ -. - -_ - - ----------- - 2 ___.�-.m__-________.___ _ - - — --- LECTRtCAlB -KING - ---__ STRAPPING, E CAD K - - - - __ 3. INSULATION o Q , �_ � . ' -- _- - - ----- 4. FINAL-CONSTRUCTION&EL RICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET REQUIREMENTS OF THE CODES 0 NEW 00 _ -- YORK STATE. NOT RESPONSIBLE F 0 ZZ -- -- _ - --� --- - --�- -- --: � - __ _ -- ----�-� DESIGN OR CONSTRUCTION ERROR . CD -- -_ -- - __- _ -'--------_ - -_ - co -- - - -_ -_ - _ ---------.^__ _ __--.-_ ------------ ~j co 4 •� �� "Cis � '`� RIGHT ELEVATION �► t. w3 DRAWN: MH/MS 4 "'l; ` ti SCALE: 1/4"=1'-0„ JOB#: SCALE: 1/4" = 1' August 21,2012 v i�, <• , ^ SHEET NUMBER: F- PAINTER TO PRIME AND PAINT Al I.DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT�F ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING,WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDWG AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMIENF OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCIGING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS =- - - - _ - ff—__ _Li I ♦ O fT ♦ I Ji ♦ ♦ I REAR ELEVATION- SCALE: 1/4" _ V w .1--_i,-tip � 1•�-•I _ —cy) Fffl - - - - - - ---',-- -- - -- ------ - ;:3 O ?- T 00 Jr- ; E3 I -- FTTI ct 0 ('a (1) 00 _��- -fir- -;; --,,-- ;�+'�:•�'� DRAWN: MH/MS °' SCALE: 1/4 1-0' LEFT ELEVATION ki JOB#: , August 21,2012 111 � SCALE: 1/4 = 1 4 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CON'ILRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANT'AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCENAENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 6'-0" 0 " 5'-6" I nl 1 ' ------+ 'n11 NEW BLK PIER m [ l w/FTG.UNDERI oil 1 . 0 0 0: u, POST ABOVE a N 111!x FVEL OI_'+NK 11111 � ul0 SERVICE r"""' I� mlCt I ul �uul O X O� 1 III ! ; nlll /EX-3X6 FJ IoS U' _ �, E'a-I ^� ^ N B I I I I d (aJl24"OC I n n @ 24"OC 'v Icr I uull N ?Innnnl nn - B` V] 'Q nnl CONC-SLAB uuI 1°'( �, 4 111 N Z I1111 1111 � � � r] (2)9"ML BEAM It ce nu I `� Q s r• -"" ' "--" ' , ? (REPLACE EX.FJ&GIRDER v,,,,I N O ,? REPLACE EX.3X��IRDEli W/(2)1-3/4X9 ML III11 "" u, I ----------- -- = --- --- -- _«►---_--_- NEWCONC.PIER -it s ------------ 1-1--- -----------f 1" -- -i cl ' ' ON BLOCK WALL 111 x Inn d 1J DJ @ 16"OC ¢ u n l I\ 00 . nl lull I X X nn -I- --'10"dia.CONC.PIER REPLACE EX.FTG.w/ REPLACE EX.FTG.w/ REPLACE EX. FTG.w/ ull ON 24'X24"X12" 24"X24"X10"CONC.FTG. 24"X24"X10"CONC.FTG. 24"X24"X10'CONC.FTG. CONC.PIER 3' nn, I ro"dia.CONC.PIER IIII ulc nnl 3'BELOW GRADE ul'+' BELOW GRADE Inn - - -- - - - -- -- --- -- - - -- _ _ un I nl°t Inn INSTALL NEW — — — nn Ilnl 32"X24"X12" I —NCIEEW�"THICK ni a CONIC.SLAB 11111 CONC.FTG. 4'-7" UNDER BLK PIER 00 I u 1 p m N III 3) 1 L/ 5,-0 z n,N Inn 1 1 r 4 + 10, Q D O 111 v 1 no III 111 ' /FX-3X i 1 A 1 111 (3)2X6 ACQ PTI _ _ LO -- __LL;__ FLUSH BEAM ;;;;; ; Z nail,ll I I U111" NEW BLK PIER LEDGER BOARD TO BE FASTENDED /FX-3X6 FJ w/FTG.UNDER' ; Z 24"OC ""' POST ABOVE •--- -- urdia.CONC.PIER I nl TO BUILDING WITH TIMBERLOK® @ II111 N SELF-COUNTERSINKING SCREWS ' i ' 3 BELOW GRADE 1 1 y ,11 BY OLYMPIC MANUFACTURING '�' ' 1 1 nl 88 Q ul w (2 SCREWS @ 32"O.C.) 1 1 ;_ ILI INSTALL NEW I ul v nnl 32"X24"X12" ID v 111 1 SXI6CONC:. BLK ON - I O 18"X18"X12"CONC.FTG. illil CONC.FTG. x _ 2XbA� d '�' N O O Q 4 UNDER BLK.PIER __x± _ _, DJ @16"OC a ni I I I li 10 u l n n l I w I x :::I t Ltd I ui x n 10'dia.CONC.PIER 1 N I n 1 F—I l N ON 24"X24"X12" "'rr CONC.PIER 3' - Q BELOW GRADE •-irir�-+ `" "' � - — � --7�� „rl 3 _ i (3)2X10 ACQ GIRDER (3)2X10 ACQ GIRDER (3)2X10 ACQ GIRDER ._Ill,_' - -------- -- --- _ __C -_________ ________--_-- _ — ; — — — — — — — — — — � — ,— — — — — - - — - - ; - - , ' 9'-01/2" 9'-01/211 9'-8" 28'-3" A a� o 0 } 1).EXISTING FOUNDATION WALL T'O REMAIN.VERIFY w/ARCHITECT ANY 6).G.C.TO REVIEW AREAS MISSING FLOOR JOISTS-USE 2X6 DF#2 @16"OC O Z ALTERATIONS. 7).ALL JOISTS(EXISTING AND NEW)FLUSH WITH GIRDERS TO BE SUPPORTED 2).REPLACE AND ADD CONCRETE FOOTINGS AS INDICATED ON PLANS w/JOIST HANGERS. 0 0 I 3).ADD NEW COLUMS AND PIERS AS INDICATED.PIERS ON EXISTING WALLS 8).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE O 0 � FOUNDATION PLAN TO BE DOWELED IN WALL(MIN..3-#5,15"DEEP IN PIER AND IN WALL.) BLOCKING AT 8'-0"O.C.AND MlDSPAN. � J 0 CUT OUT SILL PLATE FOR PIER.ALTERNATIVE:USE 6X6 POST w/ANCHOR. ct 0 U) SCALE: 1/4" = V — I ANCHOR TO BE TIED INTO 5/8"dia.ANCHOR BOLT 15"IMBEDMENT MIN. 9).INSTALL SMOKE AND CO DETECTORS PER CODE. - - - - - MISSING FLOOR SYSTEM 4).REPAIR/REPLACE CONCRETE SLAB AS REQUIRED- 10).APPLY 5/8"TYPE-X FIRE-RATED SHEETROCK OVER FURNACE PER CODE. 00 REPLACE w/2X6 DF#2 @16"OC 5).REPLACE ALL DEFECTIVE STRUCTURAL MEMBERS AS REQUIRED.REVIEW w/ AND 3/4"SUBFLOOR ARCHITECT ANY SUBSTITUTED MATERIAL PRIOR TO INSTALLATION. ' ti �• 7, DRAWN: MH/MS . SCALE: 1/4"=I'-0" JOB#: August 21,2012 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHAI.I VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND ME CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND I-IVAC PRIOR TO INSULATING AND SNEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS s'—o" <A 0 VERIFY WALL HEIGHT. MA CH MAIN BUILDING ----------------- EQ. EQ. ----------------- TW2846 TW2846 TW2846 TW2846 TW2632 TW2632 ` `\\ REPLACE EX.OPENING \�, ��\����' REPLACE EX.OPENING REPLACE EX(.OPENING REPLACE EX.OPENING REPLACE EX,OPENING NEW OPENING (VERIFY SIZE) ,\\��• \\ (VERIFY SIZE) (VERIFY SIZE) (VERIFY SIZE) (VERIFY SIZE) (VERIFY SIZE) (2)2X8 HDR. *+ EX.FlREP CE ' (3)2X8 DF#2 GIRDER ; J I ' _ IIII pill _. . ... ¢+ n ;;;; ¢. BUILD UP/REPLACE . BUILD UPI REPLACE o �j F�l n WALLS TO MATCH Q WALLS TO MATCH o `° MAIN WALL @ T-9" wl MAIN WALL @ T-9"cn - �� �J� w ,y,; U) N IIII V "tO�^ 1 O 1 j-"-^-- to I ♦v^ N W i I l pi W Z i I 1 _._.. ,' ti O BIIII Q V w .M , 1 1 ; �% �) cxo 1111 N 13: uj 1 ,Q = IIII CATHEDRAL a. � , � CEILINGcr I w 1 fJi I I 1 i--jam e , �-�IMp I I �1- O a¢ i i O IIII . 1 W. 1 `r' `--i I 3.Q w cr 'o 1 1 `I 111+ 'L 1 LL I , ({ 17 \� 1 j �0 �� X t , V4 = 1 1 w N ^^ , w 1 1 I .^�-'��'ld' +�r�.�. f. I I �I V' y I 1 U. IIII ODO '.J 1 4-, 1 L.:; r. - I I x� COVERED N in f ,.\ ' w pill ROOFv . fill d o. .r IIII w Q , �• , REMOVE FLOOR JOISTS npi V (FOR HEADROOM HEIGHT) NEW WALL �[,�2'-9" I�' ' J ' 1 7'-01/2" UNDERSTAIR 1 1�m ' �' '1111 LL 1 1 . ------ 1 f nu Q O �I"�/4X9�L w/3/8" -EL_PLATE F SH BEAM(A LT�SL1-/4 LM.1 � 1 � ------------ 1 OD 0) IIII X Z IIII N w w .1 1 1 i 1 1 1 I to �cl ' 7 ' VERIFY SLDG.DR.HDWR. tpa N 1 1 1 1 1 1 1 , i 1 \ I I ---------------------- un "Y Q>^ all11 1 , 1 1 I I 1 1 I I p ' v 1 w/OWNER PRIOR TO o O uu N4 X U 1 1 1 1 1 I i 1 ORDERING o0 1,10 " w ' I 1 I I I 1 1 1 IIII V� m Illf '1 1 I 1 1 , 1 1 M I I - NST AL L "1111j REPLACE EX.OPENING REPLACE EX.OPENING (2)1-3/4X9 L w/5/8"STEEL PLAT FLUSH BEAM �1 LEI t '4 Elul+ I (VERIFY SIZE) (VERIFY SIZE) (ALT.: (4)9ML) O I TW2846 1 1 o 111 nu pill i 1 1 EX.CATHEDRAL H r CEILING I 1 rl COVERED ROOF Z "" [�IIII - 'UNCATHEDRAL 1 EX.COVERED ROOF e EX.CATHEDRAL�I W�� pj n f1 f—I ���� CEILING EX.CATHEDRALl,�I W'o r_ CEILING co III[x CEILING cc nu m 1 nu , SX8 FG COLUMN pin w/6X6 POST(TYP.) I IIII 1 I DW 11 O Q R �,_O,f nu (3)2X8 DF#2 GIRDER (3)2X8 DF#2 GIRDED (3)2X8 DF#2 GIRDER � � L HEADER M NI REMOVE EX.OPENING (NEW LOCATION) CX235 ----------- -------------- -- 7,-9„ 5,-9„ ----------------------------- 4.) ' 9'—01/z" 9'—01/z" 9'—01/z" A � z 28'-3„ 10. 1).VERIFY WALL HEIGHTS AND BUILD UP OR REPLACE TO MATCH MAIN WALLS. 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 LOCATION: AREA: AND 2X4 WALLS AT RI 3. �-�I O O 2). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C-. z 7).INSULATE CEILINGS WITH R21 INSULATION. O Q 1ST. FLOOR PLAN EX.LIVING SPACE: 1122 SQ.FT. 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD- -ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. O 1' O g SCALE: 1/4" = ) PROPOSED PORCH/DECK: 473.0 SQ.FT. 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE a) BLOCKING AT 0-0"O.C.AND MIDSPAN. 9).INSTALL SMOKE AND CO DETECTORS PER CODE 1b 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. �:. kY:s • ,m, It "f DRAWN: MH/MS ..-..A...`s:"� f SCALE: 1/4"=1'-0" ' )2:z » . JOB#: August 21,2012 SHEET NUMBER: PAINTER TO PRIME A PAINT A! R EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY L DOOR AND SHALL BE INSPECTED TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS AT106 SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAG PRIOR TO INSULATING AND SHEETROGKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS { O O� 50'-5'' 24'-5" 26'-0' 6'-3" 19'-01/2" 60-2" a EQ. EQ. PAD NEW WALL THICKNESS TO MATCH XISTING WALL U m TW3046 TW3046 TW3046 ") t= REPLACE EX,OPENING REPLACE EX.OPENING NEW OPEN 1 '632 .� 'J rn (EGRESS) (EGRESS) (EGRESS) NEW OPENING --_ (2)7.1 14 1 „r. ,> • ■ O 2X6 H R , 10'-6" 5'-1" ;;; 10'-6" MLHDIR. ' ' 0„ 5'-21/z 1'-81/z z'J 4 -0On \ ' ' 1 LL N ^' C) oo < 1 1 = o va- li °' N o L" MI BATH N �W< `Y 5 CO O`^ i¢■t II 1 E m N Z O N X}a I co o. 2 �_� BEDROOM M , i ;� N w� 0 I 1 � CLOSET 0 W =N - I BEDROOM I BATH �a 1 1 , I �i � ILL. I 1 I I � z� 'n LIDJ�i { 1 1 N I - Ll_ w co 9i ^I O 1 ; N z, 3, 1 l I PR VIDE AIN PAN - Z 00 Wcn vI, UN ER W HER P. �g� 2'_4" _ 5' 7" � ) '-3 QI �------ice \\ Lu ri w� _ _ SU LY m� ! = \ O ■, " 5'—0" 5'-6" (� ( N I, I REMOVABLE m LL I I O O E"( SHELF SHELVES NEWJ,■ X■ I L�J [� 5'—5 17' 11 41/z _ M 13 —0 Z I I 1 I 1 1 1 1 , , I 1 �i■` r y• MASTER Ul' W m , 1 HALL xi I I N bN 1 cfl i N NXLL 1 I I I 1 1 1 m BEDROOM UZ wi w W N Z n .'J 4, 01/' 1 1 1 1 1 1 I , , 1 may■; S 7-1/41 ML HDR. (2 2X6 HDR ' (2)2X6 H R I �i a ---- �' H; L f� REPLACE EX.OPENING NEW OPENING NEW OPENING O N (VERIFY SIZE)-TEMPERED- (EGRESS) TW3046 TW3046 PAD NEW WALL THICKNESS ,\ TW3046 NEW OPENING TO MATCH EXISTING WALL 45-3046-119 F-•( / EQUAL EQUAL EQUAL EQUAL Q / 13'_7" 13'-7" 7'-31/2" 4'-4" 01 / 24'-5" 26'-0' 50'-5,,, A � o >� o �. 1).PLATE HEIGHT TO MATCH EXISTING(7'-9")- 5)-ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE O z APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. F•L� J PAD WALLS AS NOTED TO MATCH EXISTING WALL THICKNESS(4")- 00 2ND, FLOOR PLAN 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT Rig z = 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD- AND 2X4 WALLS AT R13. rc� 0 i LOCATION: AREA: 4).PROVIDE 2-2X6 DF#2 HEADERS OVER ALL OPENINGS UNLESS 7).INSULATE CEILINGS WITH R30 INSULATION. O O SCALE. 1/4�� = 1� OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ct 0 EX.LIVING SPACE: 443.0 SQ.FT. ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. MICROLAM HEADERS. BATHROOMS TO BE MOISTURE-RESISTANT SHEETROCK. 00 PROPOSED LIVING SPACE: 473.0 SQ.FT. 5).ALL EXTEMOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 9).INSTALL SMOKE AND CO DETECTORS TO CODE. r•..1, ..rl. �. 14 APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING .,:��;?��,� ��� .: C'` HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. „r'.e•' r , DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB •, '" P August 21,2012 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-5 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEEFROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS ADJUST SOFFIT U In V.I. TO MATCH UP Lo C5 C) ------------------- ---------------- ------------------------------------------ /Z --------- ------ -------------------- ------------------------- c Z2 Lu V, u 'A u x > 121/ Lu T CC C, X MATCH --------------------- - ----------- B -------------------- 12 2 C ,—,Tc, ----------------- 6X6 POST FY 1Y4 PP n)?4llr)r EX.,3X4 RIDGE 2X6 DF#2 RIDGE TO CJ 1-3/4X4 ml 0-19"or —Z EX-IX4 RR(624"OC (MATCH EX.DEPTH) 1--4/4X4 C (MATCH EX.DEPT -------- --------------------- > ----- -- Z,-- LU 16 1 1 88 12 12 Z: -z- --- -- ------------ ------ -- ---------- x, ------- - -------------------------- ------------------ v, EX- 3 RR A24'O 12/ Lu .03 n / / It/ EXISTING ROOF STRUCTURE .L) 12 2 w 12 Lu 21"E:� T I2 A, /Lu ICA < 0 ------------------------------------- -- ----- --------------------------------------------- _j ADJUST SOFFIT—,A 0 ------------ 0 TO MATCH UP V.I.F. z a: m 0 ct -0 U) c) A 00 1).VERIFY EXISTING FRAMING AND SOFFITS IN FIELD.MATCH UP SOFFITS 6).USE ICE&WATER BARRIER OR EPDM UNDERLAYMENT. ROOF AREA:1780 SQL FT. AND ROOF PITCHES.CC TO REPLACE ANY DEFECTIVE MATERIAL. 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING AT 100%WATER RUNOFF:298 CU.FT. ;4 r. lk 1 2).ALL PLATES SHALL BE BOLTED TO P DIA.GALVINIZED MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT.,AFTERS WITH 1/2 �� LAG SCREWS WITH WASHERS AT EACH RAFTER- UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE Yl PROVIDE(2)Ir DIA.X 4'DEEP DRYWELLS ROOF PLAI N WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS -& 3).APPLY 112-THICK FIR CDX SHEATHING OVER ROOF FRAME. COMPLETE. z DRAWN: MH MS TOTAL DRYWELLS CAPACITY:338 CU.FT. SCALE: 1/4" 1' SCALE: 1/4"=V-0" 4).REMOVE EXISTING ROOFING MATERIAL. 8).INSTALL ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS.INSTALLATION �4h .11 JOB MUST 13E IN CONFORMANCE WITH CURRENT LOCAL CODE REQUIREMENTS. DRY WELLS TO BE 10'MIN. 5).APPLY METAL DRIP EDGE OF ANY UNDERLAY DIRECTLY TO THE • August 2l,2M AWAY FROM HOUSE DECK ALONG EAVES. SHEET NUMBER: ti PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIEID CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR To COORDINATE MEIE7INr.WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-6 e MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMIENT OR CONTINUATION OF WORK ROUGH El 7RIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKIMG AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, <w`43 < A REVISIONS YS ENERGY COMPLIANCE NINES FOUNDATION: CRAWL SPACE: WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION,IF APPLICABLE,MUST BE INSULATED TO THE SAME P.-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT. WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. REScp sec"'i viare Version ` .3 1).INSULATE HEADER UNCONDITIONED BASEMENTS: n C efiffi 2).SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1).INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE• " :' o M - Cercc-ate 3).SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2).INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. : „ � 0 j� <BEAD OF LOW EXPANSION FOAM,OR FOAM BACKER ROD AND CAULK_FIBERGLASS 3).INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4).SEAL DUCTS IN BASEMENT. 5).SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS,AND WEATHER STRIPPING ON THE 1).CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2).DO NOT USE HIGH-EXPANSION FOAM.IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: Energy 2010 New York Ene PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: code: rgy Conse rvafion 1).CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. CoTI's'tD" efioR,Code � SEALING PENETRATIONS: 2).APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. Ln w41m: 9ufrGlk County.New Yolk N ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3).CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. ` - 1 Fs lly BE SEALED. 4).CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. PrIal E 7 ` Ad IttarjAlteTation U -7 m RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): Curra1.e - 4 RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1).INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS,ALONG . ri CONTACT("IC"RATED),AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER,AND FLUSH WITH SILL PLATE. ,,,= Jnstructon e- �1� ` _. P F.3t'_ v °' d o0 INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAYBE 2).CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. -^# v] ' p ;t SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS liOtZE Nizt SL R A=ted a !r STANDARD OF 2.0 CFM, (ASTM E 283).UNITS WITH A LABEL THAT REFERENCES THIS 1ST.FLOOR DECK: 850 OLD NORTH fichA P.O. :33 ASTM STANDARD,MEC OR ECCCNYS MAY BE ACCEPTED.THIS REQUIREMENT CAN ALSO 1).FULL INSULATE JOIST CAVITIES. so T mom,tom, i1?,�`4y1 fo° U BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2).INSULATION TO BE SUPPORTED WITH WIRE RODS. SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: [1'1t `I1? f1'Y(�.T1�1 IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FIRED HOT WATER TANKS, HEAT TRAPS(IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. a ,e,., ;,77 MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ;' ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: rmlce:2-9 B NsT Th2n Coda Madm m I 380, YI-jrUA:370 HEAT LOSS.GENERALLY,1/2"OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1).PROVIDE HORIZONTAL BLOCKING AT 48"O.C.AND AS NEEDED FOR HAILERS. IN DIAMETER.CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2).FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING_ '% to 1`,*,C 1'&.ep.-.ts,6t*.I.ft . houft kb °`J 5*40-v4 3).PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. It *S NOT W*.*ift in sw1mrift of a6reW im at=W.tWafva to v*,wir _-vd s*' , TUB/SHOWER UNITS ON EXTERIOR WALLS: 4).TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT.THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. HEATING,VENTILATION AND AIR-CONDITIONING(HVAC) EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: HEAT LOSS CALCULATIONS AND SYSTEM SIZING: ti�`D° &* 'fig a: l'er Ur ,Ctlon d Sps'� 1 21.0 0.0 49 � W 1)-SEA!ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. f'caT I- - HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2)•SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. Cell g 1r�zzat Mg orStft lam•Thiss 915, 3m.D 11D -32 U 3).SEAL SUBFLOOR JOISTS WITH ADHESIVE. Z HVAC SYSTEM EFFICIENCIES: 4).SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING.THE Oe I Cansdrafl 0EMng 296 filt 0,11 19 r-+ THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE- Slid 1 1:Wrol Frame.IF o.G. 1122 13.0 11.0 73 � a ECCCNYS 503.2.NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL Q+ MINIMUM EFFICIENCY STANDARDS_ ATTACHED GARAGE: Vardam 1_Wood Fla'i e-Mo I 01 Pane v ` m-E 124 amo 36 1).IF LIVING SPACE ABOVE,SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE " " V%l'3W Fmme--ro.f` e Fare wM.tm-E 20 0290 6 yy 0 HVAC CONTROLS: "U U CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS5033 EAL.2 AND 503.3.5.TEMPERATURE CEILING WITH ADHESIVE or 1:Sold 41 0 300 12 FA >- P CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER 2)• GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM 2- (FOR HEATING)AND/OR 85 DEGREES(FOR COOLING).THERMOSTATS USED TO CONTROL PIPE AND DUCTS. ' t1B � - � 1 HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE(OF AT 3)• SEAL ALL PENETRATIONS THROUGH BLOCKING. fFram, W LEAST 5 DEGREES)WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER 4).PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY Z ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. 1,w rduw 3:Atod Fnme-DoWePare vft it-E 197 amo 57 � W SUSPENDED OR REDUCED.SIMILARLY,HUMIDISTATS MUST HAVE THE CAPACITY TO PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 600/6 DROPPED SOFFIT ON INTERIOR WALL: %VlRELATIVE '• Pam 1x'1' Q HUMIDITY.HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR 1--I USE PLYWOOD,DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING,CAULK AT TEMPERATURE. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN TOP PLATES. cart-'r-a si31e'1'- Tl',P- osecl tatrng t1 g'i L1mcmed 1r-1'e 1s cans rt w the 1MN ptws Re n. s,a^d VENTILATION IS NOT REQUIRED.WHEN THE SYSTEM IS SHUT DOWN,AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: cW ant' •v111tp11f 2d alM ttr-p-mr7ft appflmtcn.The proposed Mdtig Tm been o m-e-t 10? - Yc*ErpargyC erm' GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1).SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. m-hpnm Cade 1e qrs rqrpr 5 ti REs e'1.XFeW l 4 A2 and to cDmplyw1$n the maW'e mgjtI°ermL1 sIVW d 11 t)e R-E-SCM Ck msps."t m DUCTS AND PIPES: 2).HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE r ±(5t DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN FRAMING INTERIOR SOFFITS OR UTILITY CHASES. UNCONDITIONED SPACES,AS INDICATED IN ECCCNYS 503.3.3.FLEX DUCT MUST HAVE 3)•SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. R-VALUE LABELS ON THE OUTSIDE JACKET(ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF: r DUCTS AND PIPES 1N UNCONDITIONED ATTICS,GARAGES,BASEMENTS AND CRAWLSPACES 1).SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO 1*9a-� s$gT§,e n3t MUST BE INSULATED.WHENEVER POSSIBLE,MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE. 2).IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3).PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR � O DUCT SEALING: IN TE. W Z Z DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK(ECCCNYS 5033.4).ALL O FULL LOFT: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE SEALED.ALL CONNECTIONS AND SEAMS(EXCEPT LONGITUDINAL JOINTS THAT LOCK) INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS,NOT COMPRESSED,AND MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED 1N MASTIC. NOT ROUNDED OR SCALLOPED AT EDGES. ;_0 00 TAPES MEETING UL 1B1A MAY BE USED FOR RIGID FIBER DUCTS.TAPES MEETING Z = UL 181B MAY BE USED FOR FLEX DUCTS.DUCT TAPE 15 NOT ALLOWED FOR DUCT FILL THE CAVITY: 0 Q SEALING. INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS,PLATES,SHEATHING J AND DRYWALL.IN CEILING AND FLOORS,IT SHOULD BE IN CONTACT WITH THE DRYWALL 5 U3 WRITTEN MATERIALS: OR SUBFLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. CD WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT (0 WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 1023 CUT AROUND OBSTACLES: 00).A LABEL REFERENCE INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES;CUT AROUND TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES,LARGER PIPES AND OTHER OBSTACLES:AND SPLIT OVER CROSS _ REDUCED MOISTURE: BRIDGING IN FLOORS.NEVER STUFF INSULATION TO GET IT TO FIT. PrI. Ped MIE F'tepcd{93 : L aM4112 EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS.G.C.TO CONFIRM THAT DOCUMENTATION OF R-VALUES: Dat ML?L'1me:C-:-#js 'Z` of 1 THE FAN ACTUALLY WORKS:USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT �" AS POSSIBLE.KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY FACED OR UNFACED FIBERGLASS BATTS,AND RIGID FOAM INSULATION MUST BE iy. IF THERE IS A GAS RANGE. INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. DRAWN: MH/MS ACCESS OPENINGS: VENTILATION: !►, 7, r '," „_ , , ATTIC HATCHES,SCUTTLES,PULLDOWN STAIRS,etc.MUST BE INSULATED TO THE r", P �,': '1 SCALE: 1/4-1-0' MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND SAME R-VALUE AS THE SURROUNDING AREA. T '+, ' r''""N 't JOB#: THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL VENTILATION RATES. Aua st 21,2012 CATHEDRAL CEILINGS: w vc•`..y�''">1 KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM �,j ?�•+ SHEET NUMBER: 1).PROVIDE V CHANNEL FOR AIR FLOW ABOVE INSULATION,UNDER ROOF SHEATHING. s, ,` INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 2}.PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. .? PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-8 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GCOD CONSTRUCTION. FOLLOW MANUFACTUIRE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUD C BOTTOM PLATE _ RIDGE LEDGER BATHTUB ° a o HEADER �©`''�...•j`''�©© DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. Al HOLD DOWN COIINECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP HUMBER1 DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER1 DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH .ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD I ROOF I LSTA24 1-1/4"x24" gaga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS25 18ga. SLOPE HANGER APPLY TO EACH RAFILR / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE r' THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TrDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC �, N WALL STUD U M M M THROUGH-ROOF EXHAUST VEIITS SELECTED AND t� LOCATED BY CONTRACTOR y 4L METAL STRAP •� U 1ij Z vt VENTILATION CHANNEL U °p RIM BOARD AS REQUIRED ^ o 114 RAFTER SILL PLATE(S) RAFTERS +� v M*A"ON V `HOOD JOIST U m oil m FOUNDATION TOP PLATE CKING LEDGERBLOCKINGST.APING TO BE ATTACHED TO WALL STUDS®48"OC SOFFIT JOIST0AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WTH A FASC1.4MINIUUM NET FREE VENTILATING AREAFLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION 'WALL STUD NOT LESS THAN 1/150 OF THE AREA OFGUTTER INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- . SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga_ STRAP AND JACK STUDS RESISTANT METAL MESH W9TH MESH CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS i OPENINGS OF Y, INCH IN DIMENSION. i INSTALL 4'0" O.C. LOCATION USP NUTABER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LST.A30 1-1/4"x30" 18ga. STRAP AND JACK STUDS CONNECT TO ON ALL OPENINGS / 4" - 6" RAFTER RT10 10-3/4' x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEII JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C.1 CONNECT TO OVER BEARING WALLS AND HEADERS INSTALL 4'0" O.C. CONNECT TO 14" - 16" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS ��� 8" - 12" RAFTER RT20 21-1/8" x 20ga. TrDOWW ANCHOR EACH RAFTER Coll ON ALL OPENINGS Z O 211D. FLOOR 'WALL RAFTER L� QQ WOOD JOIST H TOP PLATE GIP.DER/HEADER 6g U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION O rA INSTALL 4'0" O.C. 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION ,APPLICATION C) ALL JOISTS CONVECTED TO A FLUSH HEADER TO BE SUPPORTED WITH Ii- 1 ON ALL OPENINGS CONNECT EACH THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDO'NN ANCHOR RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS n ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL SILL PLATE TERMITE SHIELD I �— SILL GASKET f ITYP. CONC. FOUNDATION A ` CONC.6 MIL. POLY SLAB DAMPPROOF EXTERIOR V GRANULAR FILL 6MIL POLY ON EXTERIOR 1,p ` ' v STEEL COLUMN ' A •p > a • a e. ee • � � � e GONG. SLAB I •� �• r v // I I `\` `� •p V COMPACT FILL :e �` 1 .1 p ` 0KEYWAY FOOTING a v A A �{ a Q ♦ •� CONC. FTG. •p Q•p L e' USE WITH 3x3 SQUARE WASHERS O O >_ ANCHOR BOLT COIINECTION (USP' LBPS58 OR BP583)REINFORCBIG BAR FOUNDATION 5/8" DI.4. ANCHOR BOLT t I I O = 7 Q DRAIN TILE / ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION CRAWL SPACE OR FOUNDATION) 1 STORY 72" Or 0 J SILL PLATE TO FOUNDATION O O O TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" CC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" CC V 'SLAB-ON-GRADE O SUBFLOOR U � CONC. SLAB DOOR FRAME 1 co 6X6 10/10 WMA GARAGE JOIST COMPACT FILL I DOOR I USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB ' W/ 6X6 WMM \ SLOPE '• '• •• P.T. PLATE 4" a DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ..�rk.+"�'°`�+�♦ 1 • • (WITH A NAILING PLATE IF NEEDED 7 1 2 4• " •� �••• ♦• :• •• • TO BE APROX. 1/2" OR HIGHER THfyN :., • S.ct o 8 O e O • ' • STEEL BEAM TO Al LOW FOR SHRINKferL i' a G ,4DE • a t'-_a-1__K- --' r r .' a.' , C ♦ ••• .• (PROVIDE STRAPPING TO KEEP JOTS1 ;R�r. 12„ _ 6x6 W.W.M. ,— .� a�.r—a Ar, e' ,o••o I— I I `,' " '',.+• -- q,"'`°` • DRAWN: MH/MS AA ip^.. MIN. 6�t,0 •Q. ,p '• i%'p `'4 /�• ,a S`� a s • • ••�e — I '" -MLp• ,fin ',,= SCALE: 1/4"_V_0n — p e' REINFORCING BAR ! ♦ ll�` ♦ REINFORCING BAR v, d �� a y" JOB#: DRAIN TILE ►I • \• •O • ♦ I= 'ST 1 z" ''° ` s ""►��° '1 August 21,2012 e. - • t �D T`O B SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS .AND COLUMNS. • ,,r� c� REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. i�.7�4' A x� GARAGE DOOR BLOCKOUT " .�R ys�a4t „, f, + -9 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS.THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. ^ ''^' y y KING STUDS 4"DIA,MAXIMUM RAFTER CRIPPLE STUD CLIMATIC&GEOGRAPHIC DESIGN CRITERIA GROUN WIND SEISMIC FROST WINTE ICESHIELD FLQOD LEDGER SNOW SPEED DESIGN EATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN Q- RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS ©° ©© MODERATE SLIGHT TO �•^'-^-^ 45 LBS. 120 B SEVERE 3 FT- TO HEAVY MODERATE 11 NONE z RAFTER JACK STUDS m it I RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA-BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER1 DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION ).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. o LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"xl2"20ga-STRAP APPLY TO EACH JACK STUD 11 fasteners,hangers and anchors to be galvinized or Stainless steel. STAIR RAILING �•+ N ROOF I 1STA24 1-1/4"x24"20ga.STRAP i APPLY OVER RIDGE TO EACH RAFTER r 2X10 LS210 118ga,SLOPE HANGER APPLY TO EACH RAFTER/LEDGEIZ, ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts a irders on concrete piers shall be anchored with proper steel connectors anchored 1-1/2"SPACE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. a M nT MINIMUM 3).Posts supporting girders shall be anchored to a minimum 24"x24"AT'thick concrete � M r footing-Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall t= �+ rn be 3 ft.below grade. t� s; ?+ � ty ^' v HANDRAILS RAFTER 4).Deck joists to have blocking at TO o.c.. cy O RAFTER x o ).Flashing shall be installed between the building and ledger.Lapping up the sheathing V IY and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers POST and nuts at 16"o.c, U H TOP PLATE 6).Concrete piers shall be a minimum 6"above grade. �+ TOP PLATE os BALUSTERS ).All Joists to be supported with hangers and anchors-Each Joist shall also be anchored o RIM/DECK JOIST to girder(s). C WALL STUD ° OPEN BALUSTER ATTACHED TO WALL WALL SPUD o ).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION or any contact with ACQ. RAFTER 70 PLATE/STUD CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFTER/PLATE RT75 NDOWN ANCHOR NAILING SCHEDULE SHALL NOT BE LESS THAN 1.1/4'NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x IBga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTFi4 STUD PLATE ANCHOR CONNECT OVER USE MIN.(2)1/2'DIA.GALV.BOLTS WITH WASHERS AND NUTS PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD ROOF NAIL NAIL EACH RAFTER JOINT DESCRIPTION QTY-- SPACING NOTES STRUCTURAL PANEL Bd AS PER TABLE 3.8 O WFCM-SBC h� 4"MAX. E-•"i C/] 4"DIA.MAXIMUM - • I GIRDER/HEADER R W W GIRDER/HEADER ROOF FRAMING: Z JOIST POST/COLUMN °° JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES Q RAFTER TO W WALL:3-8d COMMON EACH o° TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL .� Q POST/COLUMN CEILING JOIST 8'WALL•3-8d COMMON EACH y [~- TO TOP PLATE 10'WALL-4-8d COMMO JOIST TOE-NAIL ''C, U GIRDER/HEADER CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SEC LAP NAIL aJ CEILING JOIST LAPS AS PER TABLE 3-7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SEC LAP NAIL O En LOCATION USP NUMBER DESCRIPTION APPLIICATION COLLAR TIE AS PERTAB LE 3.4 EACH FACE O TO RAFTER WFCM-58C END NAIL C"' 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN SPLICED JOISTS OVER HEADER/GIRDER BLOCKING EACH TOE DECK/PORCH RAILING 2-8d COMMON LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE56/KCbb POST CAP ANCHOR APPLY 70 IEACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER END NAIL HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN.(2)1/2"DIA-GALV.BOLTS WITH WASHERS AND NUTS RIM BOARD 2-16d COMMON EACH END F� GIST TO GIRDER/HEADER RTIO TYDOWN ANCHOR CONNECT TO EACH JOIST TO RAFTER END NAIL o STU WALL FRAMING: BEARING PLATE GIRDER JOINT DESCRIPTION NAIL NAZI NOTES QTY. SPACING ° TOP PLATE TO 2-16d COMMOt PER FACE NAIL TOP PLATE FOOT o WOOD JOIST TOP PLATES AT JOINTS FACE ••' INTERSECTIONS 4-16d COMMO EA.SIDE NAIL LEDGER STUD TO 24" FACE o GIRDER/HEADER I CONCRETE PIER ••,.• STUD 2-16d COMMOP O.C. NAIL HEADER TO 16"O.C. FACE `r WOOD JOIST WOOD JOIST •••„^ HEADER 16d COMMON ALONG EDGES NAIL • TOP OR BOTTOM 2-16d COMMOt PER 2.4 STUD END •+ PLATE TO STUD 3-16d COMMOt PER 2x6 STUD NAIL O z • •••^ BOTTOM PLATE TO: FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL _ (MINIMUM) END JOIST OR BLOCKING FOOT Q CEILING JOIST TO BLDG-CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH j j FOR HEADER HEADER/GIRDER-TO-POST CONNECTION LEDGER TO BE CONNECTED TO BLDG.USING 1/2'DIA.BOLTS 16"OC WITH WASHERS THE PROPER STEEL CONNECTOR- OR BEAM IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS it LOCATION USP NUMBER DESCRIPTION APPLICATION 0 0 TO ALLOW FOR SHRINKAGE. ROD J I (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE O z REQUIRED FOR STU (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIEF Q DECK FRAMING: J 0 FLASHING TUCKED UNDER (1 JOINT NAIL NAIL NOTES 0 U) TOP PIECE OF SIDING AND QTY. SPACING Q LAPPED OVER FIRST CONTIN. JOIST TO: PER TOE CO PIECE OF SIDING BELOW THREADED ROD SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL DO EACH TOE 1/2"DIA.LAG BOLTS W/WASHERS tNW COUPLER 1WL1T BRI TO JOIST 2-Rd COMMONND NAIL CONNECTED TO BLDG.@16"OC MINIMUMPOST BLOCKING 2-8d COMMON EACH TOE WOOD JOIST END DISTANCE TO JOIST END NAIL BLOCKING TO: 3-16d COMMO EACH TOE BLOCKING SILL OR TOP PLATE BLOCK NAIL, FLOOR FRAMING , STRIwv - MINIM M "� so, w LEDGER BEAM P 3-16d COMMO CAI HM'i •�. • 12"x12"x12" �' + JOIST ON LEDGER 3-Bd COMM PER" ' �, ':` DRAVFN: MH!MS L o 'o n EN5 NCE 2x JOISTS • /�n" WOOD GIRDER '•4: CONCRETE FOOTING +c +c TO BEAM , • N L w.NI``: k BLOCKING FOR JOIST HANGER BAND JOIST "= ' " LAG BOLTS =w TO JOIST 3-16d CO CY. (C swt a; SCALE: I/4 I-0 e o ° `, JOB#: BANDJOISTTO: ' ., ER a HOLLOW COLUMN UPLIFT 2-16d COAIO b01 I'Q$ A(L' y P, RIM JOIST/BD. > SILL OR TOP PLATE August 2J,2�)2 If ♦ SIMPSON STRONG TIE MODEL STRRI/2 g SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIOINS DECK POST FTG,CONNECTION +„ _ 'j :• SHEET NUMBER: PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION1 USP NUMBER I DESCRIPTION APPLICATION USE WITH RT10 TYDOWN ANCHORS 4X4 POST IPAU44 OR WE44 POST/BEAM ANCHOR JAPPLY TO EACH FOOTIN 5 DECK/PORCH LEDGER CONNECTION ,#n '/, 6XIS POST PAU66 OR WE66 POST/BEAM ANCHOR I APPLY TO EACH FOOTIN A- 10 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNFR5 FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND 64EETROCKIN!s AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS GENERAL NOTES WiND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASS!FICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap Shall be attached to each pair of rafters in accordance to table 3.4- JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-43d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)CEILING JOIST 8'WALL:3-18d COMMON EACH intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-Ed COMMON JOIST PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 2006 SBC HIGH WIND EDITION,WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES 0® OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 ` 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TiE AS PER TABLE 3.4 EACH FACE These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER 2-Ed COMMON END NAIL DESIGN LOAD CALCULATIONS (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD 2-16d COMMON EACH END ROOMS(OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL N construction means,methods,techniques,sequences,or procedures,or for safe the late and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 q q P safety P P PP precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY- SPACING EXPOSUR (DESIGNED FOR CAT.C) E CATEGORY specific use expressed or implied in the use of these plans- spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16,d COMMON PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 rn DETAIL PAGE&GENERAL NOTE PAGE J ROOF-FOUNDATION cn 5)-Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMO JOINTS FACE 0 H INTERSECTIONS EA,SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that mason or refabracted fireplaces meets 5).TYPE 1 EXTERIOR SHFARWALL CONNECTIONS: Z } n' P P STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16,d COMMO O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE ��, � °a attached with Ed common nails at 6"o.c.at the panel edges and 12"D.C.in the field,and FIRE PROTECTION Sym•, �G m 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS) SEE FLOOR PLANS }•' .. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c-in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL U ry in table 3.15a-b. TOP OR BOTTOM 2-161d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION es 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16'id COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6)_TYPE ll EXTERIOR SHFARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type It exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR length adjustment factors in table 3.16. JOIST,BAND JOIST, 2-16d COMMO FOOT SEE NOTE:1PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA,2 C 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER 10ESHiELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7),INTERIORSHEARWALLCONNECTtONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2),All footings to rest on undisturbed(virgin)soil, interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 YES - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-Ed COMMON JOIST NAIL 8).CONNECTIONSAROUNDEXTERIORWAlLOPENINGS: ROOF SHEATHING REQUIREMENTS FOR WiND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill laces shall be have steel connectors in accordance with table TO JOIST 2- Ed COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"Ion at 12"o.c..Use approved epoxy for installation. P SHEATHING LOCATION NOTES g pP P xY 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i•.Concrete to be TO JOIST 2- 8d COMMONEND NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O-C Ed COMMON @ 6"O.C. SEE NOTES:13 O poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH FIELDS o Where a ride is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.0 Ed COMMON 12"O.C. ( ) to be minimum 3-1/2 inch thick.All fill to be compacted to 95 to relative density with g 3-116d COMMO @ C° � 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD W 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-116d COMMO EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS Ed COMMON @ 4"O.C1 Ed COMMON @ 4"O.C. SEE NOTES:13 E� attached with the above requirements. TO BEAM JOIST NAIL w 0 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER 3 8d COMMON PER TOE '"� DECK AND COVERED PORCH NOTES: TO BEAM JOIST NAIL ��QTES Z,� 7j.Dampproof exterior of foundation with bituminous coating as per section R406 of THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY- N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfflling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-116d COMMON JOIST NAIL 1}.For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, y PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. U •'C) 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-116d COMMO Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTES g F H H 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. � F. into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. For framing members with<0.42<6<0.49,the nail spacing shall be reduced to 6 inches o.c- O Z NAIL NAIL 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"xl2"x12"thick concrete footing. JOINT DESCRIPTION H Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. Qom'• SPACING 3).Tabulated 4 inch o.c.Wait spacing assumes sheathing to rafter/truss framing members with G>0.49.For Q below grade.Porches with covered roofs shall have 12"dia-concrete piers for the girders. STRUCTURAL PANEL Ed AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. H..� 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR- WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WiND LOADS: Q Douglas Fir, 4).Deck joists to have blocking at 8'0 D.C.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION Qom, SPACING SEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C.where needed. GYPSUM 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir- 5d COOLERS 7" O-C.EDGE NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all b).Concrete piers shall be a minimum 6"above grade. WALLBOARD I 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES openings between 4'1 and 6b and 2x6 wall openings between 511 and 8'9.Provide fire 7j.A11 joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL and blocking where applicable. to girder(s). JOINT DESCRIPTION QTn, SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 5).All flush beams/headers to be installed with heavyduty galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL Ed COMMO AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall Y g g PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMO 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Q Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS. 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. (� Q on plans. WALLBOARD 10"O.0.FIELD 2 Verify septic system with the Engineer for Suffolk Count Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. Z 7).Provide Z-1-3/4"thick microlams(height to match floor joists)around stairwell and/o )• �' P � g Y P PP FLOOR SHE TH 1 N G: O � Z other access openings unless otherwise noted(typical). NOTE: _ 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8).Dormers running up roof rafters are to be supported by double rafters on either side p q g p P Y QTY. SPACING 13� J where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 00 V OR LESS Ed COMMO 12"O-C.FIELD O Z 9).Provide blocking/bridging in floor joists at B'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 190 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. �..� under all bearing walls. ) P g PP safety NOTES: 2)-USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. O O 1).Mechanical subcontractor is responsible for adhearin to all applicable codes and safe requirements. 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF (u O needed. Section R602.8-FIREBLOCKING REQUIRED 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. � CO equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 00 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. jt CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3)•HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge..If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. * 12 .Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher p 1 .In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor ELECTRICAL NOTES: shear capacities,nailing requirements for structural ) P P g P g adhered with PL400 adhesive and screwed to Floor joists.Finished floor to be installed levels.Concealed horizontal furred spaces shall also be fiireblocked at intervals not exceeding 10 members shalt be doubled,or alternate connectors, P g •tgwe, over subfloor as per manufacture's instructions. feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin In walls constructed 1).All electrical to be installed as per N.Y.S-Residential Construction Code. such as shear plates,shall be used to maintain load path. S g• g wtk - P using parallel rows of studs or staggered studs. 13 .All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and g r" ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 4 "` DRAWN: MH/MS 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced to]-l6d nail per foot. drop ceilings and cove ceilings. t ;`'' � SCALE: 1/4"=1'-0" 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. r. ,rk, c,�, �"s r 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces JOB#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ,, _ .;;, , torch down type material over. under stairs shall comply with Section R314.8,N.Y-S.Residential Code. '!'_, fi;v' r ,., '-""'.^,:?,,ze August 21,2012 SHEET NUMBER: 16)-All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. flame and products of combustion. w PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR StiA11 NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS.THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDIA1 I NATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE 5).For the flreblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code.PONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.