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HomeMy WebLinkAbout38327-Z �fs�SUfFOt,fc Town of Southold Annex 7/14/2014 P.O.Box 1179 C 54375 Main Road op Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36791 Date: 3/6/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1250 Pequash Ave, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 103.41-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/3/2013 pursuant to which Building Permit No. 38327 dated 9/17/2013 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: deck addition and alterations, includin egg attached garage converted to storage and living space, in an existing one family dwelling as applied for. The certificate is issued to ADJS Assoc.LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38327 1/27/14 PLUMBERS CERTIFICATION DATED 3/3/14 �, J. Zee's Plumbin Aut o" ed Signatu sVY K Town of Southold Annex 3/12/2014 c�Gy P.O.Box 1179 54375 Main Road oy Southold,New York 11971 �yol � Sao CERTIFICATE OF OCCUPANCY No: 36791 Date: 3/6/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1250 Pequash Ave, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 103.41-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/3/2013 pursuant to which Building Permit No. 38327 dated 9/17/2013 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: screened porch addition and alterations, includingexisting xisting attached garage converted to storage and living space in an existing one family dwellingas s applied for. The certificate is issued to ADJS Assoc. LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38327 1/27/14 PLUMBERS CERTIFICATION DATED 3/3/14 Zee's Plumbing Autho ' d eignatufe TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY 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#: 38327 Date: 9/17/2013 Permission is hereby granted to: Beck, John & Beck, Patricia PO BOX 221 Cutchogue, NY 11935 To: Additions and alterations to an existing single family dwelling as applied for. At premises located at: 1250 Pequash Ave, Cutchogue SCTM # 473889 Sec/Block/Lot# 101-11-10 Pursuant to application dated 9/3/2013 and approved by the Building Inspector. To expire on 3/19/2015. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTE $324.00 CO -AL ION DWE LING $50.00 Total: $374.00 Building Inspector Form No.6 i TOWN OF SOUTHOL 01�� MAR 13 2014 � BUILDING DEPARTM l T TOWN HALL 765-1802 BLDG. DEPT. TOM OF SOUTHOLD 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 Date. 4131 Lz-o1v New Construction: Old or Pre-existing Building: (check one)) Location of Property: '/�� House No. Street Hamlet Owner or Owners of Property: 54 Lr5 ssoC. G,LC Suffolk County Tax Map No 1000, Section /0 3 Block l/ Lot /Q Subdivision Filed Map. Lot: Permit No. 3 a` Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: �G Request for: . Temporary Certificate Final Certificate: (check one) Fee Submitted: $ -� @"-Q Applicant Signature LOAN*qf SO�jyOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 fly ^��0� roper.richertR-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Beck Address: 1250 Pequash Ave City: Cutchogue St: NY Zip: 11935 Building Permit#: 38327 Section: 103 Block: 11 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-me 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 Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat gas Duplec Recpt 26 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 8 Smoke Detectors rj Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Iq Dryer Recpt 1-20 Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 3-combination smoke/co detectors, 2-exhaust fans, 3-paddle fans Notes: Inspector Signature: Date: Jan 27 2014 81-Cert Electrical Compliance Form.xls xxOf sotr�o Town Hall Annex �O lQ Telephone(63.1)-765 802 54375 Main Road Fax(631).70-9502 COR P.O.Box 1179 Southold,New York 11971-0959 BMDMG DEPAR - MAR -. 5 20-14 TOWN OF SOUTHO UD RM' DEPT. TOWN OF SOUTHOLD -CERTIFICATION Date: _7,'l,4,cA S 4o, g- Building Permit No. �-3 B �)Z Owner: . (Please print) Plumber.—J. Ze{--5 ?t4ni3iv Lie- J& a5'®o- P. (Please print) f certify that the solder used in thewater supply system contains less-than 2110 of 1°lo. lead. - � -(P bens Signature) �. :: -: - •. - Sworn to before me-this day of a-.-c-,-. 20 1 Lt LII4DA B.SCHQLL Notary Public,Ste-e of New York No.30-4858259 Notary Public, 5 u F j�C County dM'Ssion i in Suffolk County�r`if - COrrtm�son Expires May 5,V--- SO(/lyOlo U Iy�OUMY,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] 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: -79_5� DATE Ge f INSPECTOR l courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [VfeROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: d� DATE // /2— / INSPECTOR of so�lyo6 uKr+,��` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU H) [ ] ELECTRICAL (FINAL) REMARKS: DATE Z� �3 INSPECTOR 2,,,t �o�aOE SO//lyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] 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'�F 2, 7 FSO ��0 Ulyo �ycou 1 N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSUL ON [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1 DATE INSPECTOR • 1; 1 t o • � ! M� • 1 r PLUM. IVG < y MS F. STATE BNERGY CODE _ 1 r i�_i ' �Ijii �I• 0 • v 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 +,ram Survey SoutholdTown.NorthFork.net PERMIT NO. J Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 C Single&Separate n�] Storm-Water Assessment Form ® E, C E U Contact: Approved ,20 Mail to: /cy—Ic HkJ Disapproved a/c SEP "" 3 2013 . ' Phone: -714 :4-41r, Expiration 20 BLDG. EPT. ' TOtiNN OF UTNOL Building Inspector APPLICATION FOR BUILDING PERMIT Date d ? , 20 INSTRUCTIONS a. This 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 commenced within 12 months after the date of issuance or-has not been completed within 18 months from such date. If no,i6ning amendments or other regulations affecting the property have been enacted 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 Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable.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 architect, e ineer, general contractor, electrician, plumber or builder Name of owner of premises (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. y Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: z S o /9�� � JZ � House Number Street Hamlet County Tax Map No. 1000 Section Block Lot l 'V 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 S1/V 6 GE F4,41 , 12 C-17. b. Intended use and occupancy 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 occupancy, specify nature€and extent of each type of use. 7. Dimensions of existing strubtures, 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 Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated � U 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 X NO s o o� S.� 14. Names of Owner of premises S �' 1 Address ��_�CnDu+N�Ph�No. Name of Architect G 7/ Address Phone No M Y, Name of Contractor Address Phone No. 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 B]sREQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * 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� IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF -� being duly sworn, deposes and•says that(s)he is the applicant (Name of individual signing contract) above named, C®IdNic D.BUNCH (S)He is the Nota.sy Public,State of Now York (Contractor(Agent, orporate Officer, etc.) Qual Rad in Suffolk county Commis:iron Expires April 14,2LL� 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 o before me this Lday of ` 20 Notary Public Signat t of#plicant o��o�so�ryo Town Hall Annex 54375 Main Road Telephone(631)765-1802 P.O.Box 1179 y ac g (631)76-R95U2. Southold,NY 11971.0959 �l � yOQ rooer_�ert(��`yAM s fh 96 ny us BUaDjNG DEpA,RTMENT TOWN OF SOUTHOLD APPLICATION FQR ELECTRICAL INSPECTION REQUESTED BY �'- 'E_ ('r Company Name: Date: Name: F_�:0�_r 7 f (A)License No.: Z.gQ-yl,�r Address: C> �S— !Phone No.: . JOBSITE INFORMATION: (*Indicates required information) *Name: k' *Address: S� 2 S'o � *Cross Street: VK /q zs *Phone No.: 3l. 1:1;7 (""03 Permit No.: 3 Z Tax-Map District: 1000 Section: p�. Block: I) _ Lot: �tj *BRIEF DESCRIPTION OF WORK(Please Print Clearly) tAy�v ci�q-�7 0 (Please Circle All That Apply) *Is job ready for inspection: YE O. Rough !n *Do-you heed a Temp Certificate: Final NO _ Temp Information(If needed) *Service Size: 1 Phase 313hase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Infarmation: PAYMENT DUE WITH APPLICATION lee a a .824RNuest for Inspection Form *pF SO(/ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD March 4, 2014 John & Patricia Beck PO Box 221 Cutchogue. NY 11935 Re: 1250 Pequash Ave 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. ? &umbers 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 38327—Addition/Alterations REScheck Software Version 4.5.0 f2lCompliance Certificate Project Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1250 PEQUASH AVENUE Mark Schwartz,Architect CUTCHOGUE, NY P.O. Box 933 Cutchogue, NY 11935 631-734-4185 mksarchitect@optonline.net Compliance: 4.5%Better Than Code Maximum UA: 247 Your UA: 236 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Floor 1:All-Wood joistfrruss:Over Unconditioned Space 1,055 30.0 0.0 0.033 35 Wall 1: Wood Frame, 16"o.c. 1,208 13.0 0.0 0.082 78 Window 1:Wood Frame:Double Pane with Low-E 148 0.310 46 Door 1: Glass 84 0.320 27 Door 2:Solid 21 0.280 6 Ceiling 1: Cathedral Ceiling 414 19.0 0.0 0.052 22 Ceiling 2: Flat Ceiling or Scissor Truss 641 30.0 0.0 0.035 22 Mechanical Equipment Description . Forced Hot Air Gas 92 AFUE Compliance Statement: The proposed building design described here Ise©6stnitlrli,e building plans,specifications,and other calculations submitted with the permit application.The proposed.buj�tl�ng has beeptgN o meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Versio. 45'q��►d to comply wlttle mandatory requirem nts listed in the REScheZIT ecti neCcklt p Name-Title Sig at ,� J'." Date iJ Project Title: �1�,' ' s`�'��� � Report date: 11/22/1 Data filename: C:\Users\Drafting Station\Documents\REScheck\5 ,L Arek. '' Pagel of 2 SCOTT A. RUSSELL JAMES A. RIGHTER, R.A. SUPERVISOR MICHAEL M. COLLINS, P.E. TOWN EALL-5-309"AAR+ROAD yy. r TOWN OF SOUTHOLD,NEW YORK 11971 T% 31,)Z965 156� Fax. (631)-765-9015 F ?Vff cl JAIVUERICITTER;Lz.T0NVN.8OUTHOLD.NY.QS SEP, 2 2013 OFFICE OF THE ENGINEER BLDG.DEPT. TOWN OF SOUTHOLD TOWN Or SOUTHOILD STORMWATER MANAGEMENT CONTROL PLAN.REVIEW COVER SHEET (To be completed by the applicant) TO: Engineering Department #APLEATTiI FROM: Building Department A'eItd- N d n 21 VIM EAT DATE: a l�l 3 g.; 0.- A00 Mi .' 1*:::ihet P.P APPLICANT: �ARV- SCE}toy .6 olatftl ; r2:.. th e A-bomp... 0-hapte 36:.S.. r,n!,w t r PERMIT#: S.C.T.M#: 103- it - j BRIEF PROJECT DESCRIPTION: 6N C- PO fzc-tl k-4h 01 MIN- g5 25' .......................... 7/22/2013 P 3113 CHAPTER 236 APPLICANT: Y d T,l o9 sfoc c Stormwater .Review Checklist S.C.T.M.#: 1000 — !off PHYSICAL ADDRESS: Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional Information l. Plan drawn to scale of not less than 60 feet to the inch showing: a. location and description of property boundarl6s b. total site acreage c. existing and natural and man-made features on and within 500 feet of the site boundary as required in 236-17 C 2 . d. test hole data indicating soil characteristics and the depth to water e. proposed limits of clearing and the total area of proposed land disturbance f, existing and proposed contours of the site(minimum 2' interval) ✓ g. location of all existing and proposed structures,roads,driveways, sidewalks,drainage improvements and utilities h. spot grade and finished floor elevations for existing and proposed structures i. location of the swimming pool discharge ring j. location of proposed soil stockpile area(s) k. location of the proposed construction entrance/staging areas 1. location of the proposed concrete washout area m. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing that the stormwater improvements are sized to capture, store and infiltrate on-site the runoff from all im ervious surfaces generated by a two-inch rainfall 3. Detail drawings(required for plan approval)provided for: a. erosion and sediment controls b. construction entrance c. inlet structures(e.g. catch basins,trench drains, etc.) d. leaching structures(e.g. infiltration basins,swales, etc.) REVISED 7/24/2013 1 .�. SURVEY OF PROPERTY N A_ T FLEETS NECK NEAR CUTCHOG UE TOWN OF SO UTHOLD SUFFOLK COUNTY N Y. 1000=103 11 10 s' SCALE.- 1! 300 JUL Y 30, 2013 A S,ro SF s��� � Z �c rZ4 5" �f C—F 14 Ida 41 o p A '� F ti r �, OF NEW 57"APNEW�.0 ti� ,9�d7 y Y a, �� I MET�'�' ■ = MONUMENT - O� 0-6 AREA= 15,000 SO. FT. s`�9GAP���G < , .LAND ip ANY AL7ERA77ON OR ADD1770N• TO THIS SURVEY IS A VIOLATION 0<1"'�G/� 5 Q� N. Y.S LIC. NO. 49618 OF SECTION 72090E THE NEW YORK STATE EDUCA7701V LAW. 0ol O- �I ECONIC EYORS, P.C. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA710NS .Q (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES 71-IEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. VELER EN STREET. 1197E$ HTRO 13-219 REVISIONS 17'-8' B ; A T-07 X 5'-0:" 3'-0'h"X 5'•0'A" 3 i I I '-0'h"X S'-Oi:" `,.L. ._ _i ° i €_� I ' , ! _ ._ .• ; € 31/2' 31/2" ' 1/2v I I�1/2 i I 000 ®Qo _ __ �— X _ �•�— = (2)2X6 RIE---------------- e T N 1M °' X PROPOSE SCREENED-IN -1 I - o 0 —� X -- EXISTING PATIO N PORCH 12 co 6� m N .--, U _(2)2X6 COL[AR TIE M o m r. X ILL. @MOVE EX-DOOR-AND-WIND S TW2846 TW3032 '-s "" ! € REPLACE WITH NEW SLIDER U M k_— ii 1 i j � � { I � FWG6068R € j � T# � � FW06068APLR o-N REPLACE EX.SLDR. O� O O EQ. (2)9 1/ ML HDR. w/NEW DOOR EQ. OI R O O o M o Q w EXISTING EXISTING KITCHEN > > o 0 BEDROOM No. 2 PROPOSED : Lu Lu BEDROOM No. 3 N Z 0 - Q N 42, N 2'-6" 4'_0" NEW 1/2 WALL I _ EX.OPENING TO I z I BE ENLARGED I ' (NOUN EIEARING WALL) Lp '— nI � NEW GLASS DOOR I I 1 30X30 4 —8, EXISTING SKYLIGHT I I I11 i ; 111 , .... ON 11 I 111 2�" 2'-4" � O BATH No. 1 "' `-------' a - - --- - - -III -- - - - III- - -- - _ZAII q1L :0 � II. .II , rT N til III ill � I L i y1 Fes-. �III III~ I I () , 2'.6" nl nl� ---------- 1--+1 a N PROP OS D III o N111 IIIX 111 N€ BATH No. 2 Lu III o Q o w III wi I 00 Z III � z EX�,'TING LIVING ROOM M ^I ' co EXI ING STRUCTURE TO REMAIN 777777777777 00 III I11 4'-g" 6'-8�/z" ol EXISTING "' REPLACE EX.DBLuIWIDW. 1 I11 (2)2X12 HDIR! BEDROOM No. 1 T W2846-3 ' \ O _ �.,,...-,,..__�..•.,... STORAGE I w i� Z) EXISTING COVERED PORCH (FORMER GARAGE) w } 6'-81/2" --� Z V > (2)2X12 HDR. � QW TW2846-2 ,)?EpLACE EX.SGL.WDW. 8'0" O CD 0 = �-••--' w/DBL.WDW REPLACE E .OH DOOR T^ j O V1 w EL ALL LEGEND U Lo __ N --------------, WALL TO BE REMOVED %I d" CA EXISTING WALL FLOOR PLAN 4 NEW WALL SCALE. _ ia"" 1�,4,� 1 ,:ti t >r NOTE: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL DRAWN: MH/MS [INT.:2X4=4-1/2",2X6= 6-1/2".EXT.:2X4=4--",2X6=6" SCALE: 1/4"=1'-0" JOB#: DIMENSIONS OF NEW WALLS ARE FROM STUDS -1/2" ` November 22,2013 [EXT./INT.:2X4= 3-112%2X6=5 ] SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN ' �� * �€ MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK M N DIMACTENSIONS AND CONDITIONS AT OB SIR SHALL NOTIFY ARCHITECT TE,INCLUDING BUILDING F ANY DISCREPANCIES AND SITEEN E CLEDARANCES FOR DELIVERY OF RAVANGS,THE EQUIPMENTAND MATNS,AND THE FIELD ERIALS, ALLNS,AND SHALL HOARCHIOTECT PRIOR O THE COMMENCEMENT NTFOR SHALL VERIFY ALL �1 Am GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDMG DEPARTMENT INSPECTIONS OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMEIING,AND HYAG PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE G of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. r, REVISIONS «. ; COMPLY WITH ALL CODES OF OCCUPANCY OR NEW P & TOWN CODES APP ROVED AS t.pO`ED AS REQUIRED qNgCe T06F DATE: B.P.#3�USE IS UNLAWFUL — � -- QuwLiT r A FEE- BY:]WITHOUT V TIN T SO NOTIFY BUILDING DEPARTMENT AT OF OCCUPANC�' .�,�:�F� . :. Ira D 765-1802 8 AM TO 4 PM, FOR THE SOUTHaD TOVINTRUSIEES FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED rY FOR POURED CONCRETE ©® 0= 2. ROUGH - FRAMING & PLUMBING 3. IIJSULATION 4. FINAL - CONSTRUCTION MUST 0. BE COMPLETE FOR IL _ ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW 1 - - YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. M C. \ x c 11i,�,�C13 CLRTIFICATION y r-- � w x � w 1i . Y- /,. _ c o G ON LEAD CONTENT BEFORE O:-RTIFICATE OF OCCUPANCY .—j :HE J COLDER USED IN WATER v - CUPPL Y SYSTEM CANNOT EXCEED 2110 OF 1/ LEAD. C _ 1. r ,I , _ PLUMBING IL ALL PLUMBING WASTE &WATER LINES NEED ' TESTING BEFORE COVERING E-+ FRONT ELEVATION RETAIN STORM WATERRUNOff PURSUANT TO CHAPTER 236 �' z SCALE: 1/4" = 1' OF THE TOWN CODE. a o 0 Q � w � a w z � x O � w N w _EEI -LIE Q ' w ► � :D E ^ z ` w z ` u ] - - - - - �% d v1 ? o c)Ln U EXISTING FRONT ELEVATION SCALE: 1/4" = 1' _ }f .. Ij, DRAWN: MH/MS SCALE: 1/4 -1-0 JOB#: August 23,2013 SHEET NUMBER: A— I PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BET BEN 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 A )SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEIMENT 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 Of 41 N O v o n x L v z I V1 O RIGHT ELEVATION SCALE: 1/4 = 1 ° o a � H Q w Z w - - - - - - - - - - - - - - - - - - - - - - Z F+ w Q Q o w i D CO w LIM u Q ui C) U) (D - - - - D - - - - - cyU U-) U N EXISTING RIGHT ELEVATION _ Q SCALE: 1/4" = 1' r', 4L "5,i III ' DRAWN: MH/MS ' SCALE: 1/4"=1'-0" JOB#: �:a'i'.;,. �?�Z'��,'��;•.:FCC. }. August 23,2013 n.0' SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BET :EN 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 X 3 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 l cv a 0 M __. JLU 1. L._.11.__t L U � o O y-T[ u i' .: ...................T-14-Y . � o Fr H REAR ELEVATION SCALE:: 1/4" = 1' o 0 H w Q w 00 Q LLI O - - - - < o - - - - - C1U oU N cV EXISTING REAR ELEVATION SCALE: 1/4" = 1' `, f DRAWN: MH/MS SCALE: 1/4"=1'-O" JOB# �n August 23,2013 SHEET NUMBER: s PAINTER TO PRIME AND PAIN T ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BET BEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CON A TR CTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING A'� 3 SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK R LL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS V� �o o� ._ 3r z — � 11 1 Hill I 1 11 + H — j 1 tt T � .. a .. .. '� i U C LEFT ELEVATION z 0 SCALE: 1/4" = 1' A w 0 z 0 aQ Q � w Z � w H � w Z a Q W w } o 'El r l'00 LQ LZ o2D (A 0 DO - - - - a D 00 L0 EXISTING LEFT ELEVATION SCALE: 1 4" = 1' a ,; . / �, -- � �;�.� � J DRAWN: MH/MS SCALE: 1/4 JOB#: ' nnt" August 23,2013 SHEET NUMBER: PAINTE R TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BEI1 BEN 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-4 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING Al )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 Y B A 17' 8" 0 -- - -- - -- -- ----------- ---- -------- - --------------------- IF = _ ---- -------_ -- a ----------- - -- -- -------------------1- -- -'----_^--- ---------- - - ---- - -------------------- -- ---- - --- -------- - -1 e------ ----------------------------------, 1 In ; 2X8 ACQ GIRDER ; ; O X8 ACIQ GIRDER ; LIL----- ------ I 1 I 111 III 1 I I 10"dia.CONC.PIE / 0' 1 1 III d "X24"X12"CON G. u A ;;; 3'B GRADE P.) iu III X III N N III I 1 I 111 I11 1 M CID " � III 1 , n ; III " ' ' -►., a M t�l � I I II In N N ;_»�___, I.___,M-.,:1 EXISTING PATIO � i v N � m � III ' ' O W n' I I X o III III 1 ' I FYy U m i x IIIa ., " a III 1 III �' V M m Q u< I I u1� a III x (D LEDGER BOA D TO BE FASTENDIED cD xo III r� TO BUILDIN WITH TIMBERLOIKO SELF-COU ERSINKING SCREWS BY OLYMP MANUFACTURING n1 I 1 ,,, (2 SC S @ 32"O.C.) GC TO VERIFY EXISTING GROUND CONDITIONS PRIOR TO INSTALLING DECK FOOTINGS FOR IIII UTILITIES,UNDERGROUND LINES,ETC. 0 nn nn nn WATER nu O nu � nn Iul Q� n uwJ IIII IIII - Inl W nucr cx Ell IIII nu IIII IIII =E1 III L I111 r/�, O IIII IIII IIII ' IIII I 1 1 nn i--------------- / - EX. 16"OC ----- ----------- -- -- IIII , I I O IIII , 1 I IIII I 1 IIII I 1 I IIII 1 I IIII � ` IIII I NEW LALLY COLUMN w/ 24"X24"X12"CONC.FTG. SERVICE Z nn nu (D GARAGE nn I111 I I11 00 nn IIIIcl nn nn nn nn 1 nn Inl W nn nll W Z Q L11 CRAWL SPACE O � QO c _ a � oU N n � Sc FOUNDATION PLAN B Ayt 4� 4" = 1' I , SOLE: 1/ t DRAWN: MH/MS SCALE: 1/4"=1'-0° JOB#: August 23,2013 SHEET NUMBER: s PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CON TRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BET BEN 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 A 3 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 17'-8" .04 B < A F.-------- -------- ..., ` -------- -------- rm r 3'-07"X 5'-0'/." ,I I 3'-0'h"X 5'-0'/e" ' I I'3'-0'h"X 5'-0'/e" I I.,3'-OY�"X 5'-0'/." 31/ - o 0 2'I_I_ 31/2 1/2 1/2" I_IJ I_IJ 1 ©v Q© \ lill55ifff lil"��" i1155tt"" _ - o ^N (2)2X6 COLLAR TIE/ --- 'N oIr °' X PRO C EENED-IN W I 4 0 i �' X EXISTING PATIO .:. • . N N POR °a l 12 0 00 N' 4 P7 2 2X6 COLkR TIE ----------__ ,� v 4. m EMOVe-EX-.D00R7aN0VI1 D S. Z ' REPLACE WITH NEW SLIDER U 1111 FWG6068R e FW06068APLR _ _ ta REPLACE EX.SLDR. O O O O EQ. (2)9-1/ ML HDR. EQ. a 0 R w/NEW DOOR O� i 0 0 X Q W EXISTING -0 EXISTING KITCHEN o W BEDROOM No. 2 PROPOSEDLu vs BEDROOM No. 3 01 _N O 1'-4" ------------------------------- -- m -- --------------------------- ¢ N ~ 2'-0" 2'_6" 4'0" NEW 1/2 WALL EX.OPENING TO In (NC;?N-BEARING WALL) CO BE ENLARGED ;;; ;-------; _ III I I IIII , R„ � » � „ X K NEW GLASS D R I I III 30X30 I IIII —8 5 it 5 —O (V ,n F'•1 I I SKYLIGHT i "" (�' / ` f✓ /e F—� 4X6 PARALLAM I I ;;;; 4X6 PARALLAM EXISTING 11 ' 2'-4" 2'-4" 0 BATH No. � 1.8e COLUMN ��� ._______. ���� 1.8e COLUMN I -' �.-°` a III IIII I a' 111 I—III- I L0 w N W III IIII 2 I p IIIII I IIIIW I I O II I I F, I , N O v 4 nl un I 2'-6" S I I I I I V I E •---------- N NIII II11 x EE III N - ' BATH No. 2,/ a II1I1 vlll I'll III 1' O X III O W III III w I 0 z J — w I W EXJ;ftING LIVING ROOltiI 0o EXI6TING STRUCTURE TO REMAIIM - III IIII ' III IIII 4'-8" 6'-81/2„ IIII EXISTING III REPLACE EX.DBLuI I ICI (2)9-1/2 ML HdR. [ EDROOM No. 1 TW2846-3 STORAGE o (FORMER GARAGE) z EXISTING COVERED PORCH w z 6 - 8 1/2 Q 2 � Ld (2)2X10 HDR. Z) s'o° ? O TW2846-2 REPLACE EX.SGL.WDW. REPLACE E .OH DOOR T^ D � w/DBL.WDW IZ 0 oU WALL LEGEND LO h ----- ---------, .----- ---------, WALL TO BE REMOVED B C EXISTING WALL FLOOR PLAN NEW WALL SCALE: 1/4" = 1' '* - , NOTE: DRAWN: MH/MS E. E. '.a,i :.•J DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL SCALE: 1/4"=1'-0" [INT.:2X4= 4-1/2",2X6=6-1/2",EXT.:2X4=4-",2X6=6"] JOB#: DIMENSION' OF NEW WALLS ARE FROM STUDS August 23 2013 [EXT./INT. 2X4=3-1/2",2X6=5-1/2"] SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETS BEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING A: SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENTGENERAL ERL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS ', 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 IrC ����;� �' �1 EI 1• � 4, h4 :i1 �` t �," L '14t u TYPICAL WINDOW OPENING (UE THAN 4'­0W­0'OPENING) 0 0 TYPICAL DOOR OPENING (U-THAN )XV 0"OPENING) Ti ISISMISAM SISIMEX.C.1 ?%1W E3 E3 U aEn �s Jilt Ln SOLID BLOCKING 0 UNDERDOOR u W 3/4"SUBFLOOR W TYPICAL MULTIPLE INS?W SA IN s 37 S N S I S AS OPENINGS AWASAMUSUAW (MORE THAN V-0W-W OPENING) 2X8 UF#2 FJ @12"L)C A IP F WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURA PANEL 7Z AS PER TABLE 160814,NN I RES CODE ALTERNATIVE FOR OPENING PROTE-ON(IF NOT USING IMPACT GLAZING) If wINDBORNE DEBRIS PROTECTION EAS AN SCHEMIX FOR WOOD STRUCTURAL PME15 WOOD STRUCTURAL PANELS WRH A MINIMUM— OF 7116' 714 EXISTING EXISTING P.74 AND-MUM PANEL PAN OF 8 FEET SHALLBE PER14EITED FOR OPENING PROTECTION IN ONE-AND TWO TWSHALLSTDAY BUENGS.PANELS 5 BE OUT TO 1z COVER GLAZED OPENINGS W�ATTACHMENT HARDWARE PR � — —OWDED.(REFER TO ION 14,16.5 AND TABLE 16091.4 OF N Y S.RES] nLLL CONSTRUCTION CODE).THIS IS NOT A SURSRNEIOl FOR DESI SWMESSURE.ALL OPENINGS MUST HAVE DESIGN PRESSURE UPGRADES—t ICAEU. ALL PANELS MUST BE Off M SUE AND READY ID USE ON ANY NEW Al.DOORS.S1R11-EERS MUST BE MARRO FOR WHAT OPENING n TO HARDWARE MUST ACCOMPANY SHUTTERS FOR INS`EAU.AIION. �/ ''� . u W SECTION A-AI � F' wz 0 u P4 3 .13 SCALE: 1/4" = 1' 11/4 1 V2 1114 11/4 11/4 11/2 11/4 �v. SINK D.W. c. FF U sH co. co. CO. EX.RIDGE O C) SLOPE"1/4"PER FOOT PITCH TO DRAIN 4 TO APRCVM 2X8 RIDG u 1/4 I W 1114 1114—ill SEPTIC SYSTEM z SH FOOT PITCH�TO DRAIN PLUMBING SCHEMATIC TRACPHCo-l-WE 2XI2 PLATE DBL2X6 DBL 2X6 —BOLT TO EX. N.T.S. RR(GYP.) COLLAR TIE COLLAR TIE u W Z 2X6 RR 1zREScheck Soltware Version 44.4 EX.COLLAR TIES P, EX.CJ @I C Compliance Certificate EXISTING /AATCH PA HEIGHTS 2 W Project Title: 1313 1313 R i EnKw ow. 2010 NEw Irait EeFgy C*nW­bO41 SIIftllk Cw"ty.NINr York 'it 0 C-011dw Type: Smgfe Fan0f �Fff', New C�trw-ISIDD W CaFrATTEnEd M=ANSI 0 IR2 4 G=,q Area pe—Ug. M Z % I# -1 Hea"DeFBe D3yS: If - 5' 575D • UJ z CwD"z_ 4 7 t 0 0—ftert De C'nSbUDIOD SA" ww"FCON't—b" LLF 112W PEQUASH IWEPIUME m.1k 30..tr,ArOrMat ouTcHowf-w ,o 5.933 cuIEDDg_uy 1 m3s 185 % % 5/4"DECKING w V 1 < 0 EXISTING EXISTING DBE 2X8 ACQ DJ @16'OC 0 ou c."RA_ 14%skiwTh-cad. Wr­tA 206 Y.,UA.2a5 T W F— EXISTING (3)2X8 AC Q GIRDER c) Envelope Assemblies 7Z U-) EXISTING No 7Z 77 A"Mir 7' 10"DIA.CONIC.PIER 0 I,yt "J': 3aDNEW LALLY COLUMN ME I W.W Fr­�111— 1210,18 a ul_�D -'B UNDER POST(VIF) MxlImii V iftiGod F—I)Dutft Pak vPftD La,II-E 14e D31D 46 Doer smo t cam 54 am 27 7Z 24"X24"XI2" SHGC am 7`� CONC.FTG. Dwlsm 21 02W 6 7 EXISTING---P, L A C.U,q 1:C.Mdrai Ile" 04 3310 10.12 13 cxr408;bAaeswmkw The popa4eD alflang zte n&Gcmm hm RIB-Cw---Q A,­­4tiFF2D10%W­kE-'gyC.— .... •, '911 A, Al I ..'_'-H Dea rBq&�M RESChEck VEISNOD 4-4 4 aiDO W uEeDI)l vFIA M r—dXG,)PNqADNI hite!ID VNB RE� DRAWN : MH/MS 24X24XI2 SCALE: 1/4"=1'-0" CONC.FTG. JOB#: August 23,2013 S E CTI O N B-B SHEET NUMBER: PFN*Fd Tge Repot as SCALE: 1/4" = 1' A-7 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BET\ EEN 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 A 3 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 SHEET OCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS WIND LOA[ PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CON JECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING S JDS RAFTER WALL STUD ENDWALL CRIPPLE S D BOTTOM PLATE 0 . 4 0 0 0 RIDGE LEDGER BATHTUB HEA "R DOUBLE JOIST SIDEWALL RAFTER JACK S DS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT 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 NUMBEI DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR O 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" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC N •a-1 WALL STUD THROUGH-ROOF EXHAUST � m `y VENTS SELECTED AND k LOCATED BY CONTRACTOR .L" U Z Ln VENTILATION CHANNEL Cn METAL STRAP U 00 CRICKET AT TOP-SIDE OF O CHIMNEY AS REQUIRED U X RIM BOARD RAFTER �G RAFTERS MAINTAIN WALL SHEATHING VENTILATION SILL PLATE(S) , WOOD JOIST � b r • .• • .• •• ' •• SIDEWALL FLASHING CKING FOUNDATION TOP PLATE 2x40 LEDGER BLOCKING FINISH WALL AND MOISTURE IN STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC, BARRIER - LAP FLASHING ' 2x4 SOFFIT JOIST z AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL W MAINTAIN GAP ATTIC SHALL FREE E VENTILATING WITH A _ FASCIA a BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER WOOD GIRDER THE SPACE VENTILATED. ALL OPENINGS INSTALL 4'0" O.C. ��� SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS i� PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION) APPLICATION SOFFITED EAVE INSTALL 4'0" O.C. , AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4%30' 18ga. STRAP AND JACK STUDS . , GAP TO PREVENT CAPILLARY CONNECT TO / ` 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ON ALL OPENINGS ., ACTION EACH RAFTER ��. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS INSTALL 4'0" O.C. / CONNECT TO 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS �� 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS i KEEP ROOFING NAILS OUT O OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE FLASHING 4 INCHES RAFTER LLI I— BASE FLASHING WRAPS CORNERS, \ RIDGE CAP OF SAME W \ \ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING / SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING ^ THROUGH VENT SHINGLES AT BASE MIN. 4 INCHES 1—I WOOD JOIST F-7� O TOP PLATE GIRDER/HEADER SIDE WALL FLASHP WOOD JOIST �fV 1ST. FLOOR WALL STAANING D ALLO BE WNDOW/DOORD TO OPENNGLJACKOS STUDS METAL FLASI NG AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES - PROVIDE HEMMED EDGES SO RAFTERS AS TO FORK/ DRAINAGE CHANNELS AND z PREVENT CA iLLARY ACTION 4 0 INSTALL 4'0" O.C. H 0 4" - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH U CONNECT EACH RIDGE VENT FOLDS ON ALL OPENINGS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO M�1 INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE FABLE, SET FIR JOISTS APROX. HIGHER THAN LO HEADERS TO ALLOW FOR SHRINKAGEE.. & REDUCE BUMP OUTS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE SUBFLOOR TERMITE SHIELD r �_——WOOD JOISTS SILL GASKET NEOPRE1 r ♦ GASKET ++ 2x6 /2x8 CONTINUOUS WOOD PLATE CONC. SLAB + I TYP. CONC. FOUNDATION ( � 6 MIL. POLY � V., BOLTED TO STEEL BEAM WITH DAMPPROOF EXTERIOR GRANULAR FILL , , , , i I I 1/2 " DIA. BOLTS ® 48" o.c. STAG. EMIL POLY ON EXTERIOR V �'4 % ' T y STEEL COLUMN I _ .. ++ ' \\// p A ? • d I • d e' ` ° ROOF JACK 1�\♦ %% STEEL BEAM e v ♦ CONIC. SLAB —� p W. M..� v ANCHOR BOLT EMBEDMENT: �� I� � e ° A Q POURED CONCRETE: 7" I 4" x 1/4" x 8" STEEL ' COMPACT FILL ------► : BLOCK WALL: 15" + TOP AND BOTTOM PLATE W p V , 1 i Q o ^ ` ROOFING LAPS ♦ WITH 1/2" x 6" ANCHOR BOLT y • • d . � FLASHING AT � KEYWAY FOOTING e ^ Q p �. Q CONC. FTG. p Q'p C°' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP +` 1/2" GROUT W ANCHOR BOLT CONNECTION !(USP LBPS58 OR BP583) + 3" STEEL COLUMN � � Z p REINFORCING BAR • FOUNDATION5/8" DIA. ANCHOR BOLT I I �— ( 10 KIPS ) Q W DRAIN TILE 1 t7 ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATION ROOFING AT BOTTOM U) 0 CRAWL SPACE OR FOUNDATION 1 STORY' 72" OC / SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL ✓, � Q TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC STEEL BOTTOM BEARING T/1 WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL ( ILUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRA SPACE OR FOUNDATION V1 WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL 1.1.1 SLAB-ON-GRADE o SUBFLOOR T/1 U In CONC. SLAB DOOR FRAME JOIST 6X6 10/10 WWM GARAGE COMPACT FILL I DOOR USE 2X8 STEEL BEAM I I FOR BLOCKOUT ►; �,~♦ 4" SLAB W 6X6 WMM \ SLOPE +,s • P.T. PLATE 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT // 1 • s (WITH A NAILING PLATE IF NEEDED I' 1/2" AIR SPACE �. < 7 1/2" . • ' ,• p.' AT END AND �• ." • s • • TO BE APROX. 1/2" OR HIGHER ' II s�t:p ES OF WOOD p D e p • • • •. N�Fiy • STEEL BEAM TO ALLOW FOR SHRINKAGE, ,3 _ _ BEAMS ° ° • • '• (PROVIDE STRAPPING TO KEEP JOISTS.;ALIGN G ADE a -a- -cr- . . . �, n . . d .. { , ,�' §. DRAWN: MH/MS = 6X6 W.W.M. -----► •. d d'+• Q o•.° =,n Q Q .O e' O 'Q ,t.,. ``N', *.''r, ° sui:odR`,;','.' T ' SCALE: 1/4"=1'-0" 12 a �0 e 0 • `1.p Q A., ° ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM � � • e „ie �1 <'- � " ' � MIN. e, o. ° NOTCH EQUALS 1/4 DEPTH OF BEAM e0 p•°•e a II—II _ jr�--�J01 T., ..,; .,,.., JOB#: �1 d REINFORCING BAR . . p (�," y 0 ! REINFORCING BAR �� + d 1. .0 °O ° = ST EU BEAM""„'.,�' DRAIN TILE I� ►� a :• SHEET METAL/ 30# FELT UNDER BEAM AT POINT �' €,, ��,,: August 23,2013 12" OF CONTACT WITH CONCRETE OR CONC. BLOCK — t" PLATE BOLTED TO ( SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLAE BENEATH BEARING WALLS AND COLUMNS. • . SHIMS TO LEVEL BEAM 7 , :, c �• ? ,, REINFORCE OTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT Y. ^ BEAM POCKET PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BET\ EEN 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 A; )SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMEINCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAG PRIOR TO INSULATING AND SHEETROCi<ING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OW REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP V TAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. �}- 4"MAX. 4"DIA.MAXIMUM - 4"DIA.h XIMUM I I POST GIRDER/HEADER 0 0 POST/COLUMN 12"x12"x12" � CONCRETE FOOTING > > D h _ DECK POST FTG__CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION O DECK/PORCH RAILING 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING c- STAIR RAILING USE MIN. (2)1/ER/HEADER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING N IUSE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS � M 1-1/2"SPACE -4. a MINIMUM U) HANDRAILS GIRDER POST GIRDER/HEADER o U M POST/COLUIMN ••' o BALUSTERS RIM/DECKJOIST o CONCRETE PIER ••�; z o ��•• OPEN BALUSTER ATTACHED TO WALL ••' HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION I USP NUMBER I DESCRIPTION APPLICATION SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS IPAU44 OR WE44 IPOST/BEAM ANCHOR JAPPLY TO EACH PIER 1� CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL Z G1RDER/FHEADER TO POST/COLUMN CONNECTION (3)BEAMS IPAU66 OR WE66 POST/BEAM ANCHOR JAPPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE O FLASHING TUCKED UNDER 1--1 TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW UNDISTURBED SOIL GIRDER/HEADER w 2-1/2"DIA.LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON [� CONNECTED TO BLDG.@32"OC UNDISTURBED SOIL(ORGANICS REMOVED) LEVEL BASE Q STAIR TREAD FIT CONSTRUCTION TUBE AND PLUMB POST/COLUMN o C BRACE TUBE e c FILL AS PER MANUFACTURES'INSTRUCTIONS ^ RIM BOARD [� FLOOR FRAMING 2x JOISTS III=111=11=________ STRINGER III=III III III-III III III=III III-11 BLOCKING FOR JOIST HANGER POST-TO-GIRDER/HEADER CONNECTION tLAG BOLTS p f 1 z O z LOCATION USP NUMBER DESCRIPTION APPLICATION RIM.JOIST/BD. o U a • DISTURBED/POOR SOIL 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN ' U 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR STRINGER TO DECK/PORCH CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN GRAVEL HECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND F^•� LAY PLASTIC BASE ON COMPACTED GRAVEL h--1 LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES'INSTRUCTIONS III=III=III=III-III=III-III=.,III=III=11 WOOD JOIST WOOD JOIST JOIST BLOCKING CONC.PIER FOOTING BIGFOOT SYSTEMS FOOTING FORM IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN �-4 W GIRDER/HEADER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS WOOD JOIST rN GIRDER/HEADER WOOD GIRDER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT n 1Z PRESCRIBED IN THE CODE. THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT � l Q w ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT `/ FLUSH JOISTS WITH HEADER/GIRDER SPI ICED J01STS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. O ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WIT col ICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND T/� Q O THE PROPER STEEL CONNECTOR. USE WITH RT10 TYDOWN ANCHORS V 1 IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION T TO ALLOW FOR SHRINKAGE, JOIST TO GIRDER/HEADER I RT10 ITYDOWN ANCHOR ICONNECT TO EACH JOIST Cy aD oU DECK& PORCH NOTES: NAILING SCHEDULE � 1).Unless otherwise noted,all framing material to I #1 ACQ pressure treated lumber. JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING II fasteners,hangers and anchors to be galvinized stainless steel. JOIST TO: PER TOE ).Girders for deck joists to be bolted or anchored each post or pier with washers and nuts 4-Sd COMMO " SILL,TOP PLATE OR GIRDER JOIST NAIL <..r.=,. Girders on concrete piers shall be anchored with pr per steel connectors anchored BRIDGING EACH TOE TO JOIST nto concrete with a minimum 1/2"dia x 7"long an for bolt with washers and nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA 2-8d COMMO END NAIL GROUN WIND SEISMIC FROST WINTER ICESHIELD 3).Posts supporting girders shall be anchored to a "x1702"thick concrete footing. FLOOD BLOCKING EACH TOE SNOW SPEED DESIGN EATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS TO JOIST 2-8d COMMOIN END NAIL Use a minimum 1/2"dia x 7"long anchor bolt with rashers and nuts.Footings Shall LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED be 4 ft.below grade. BLOCKING TO: 3-16d COMMO EACH TOE 45 LBS- 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE SILL OR TOP PLATE BLOCK NAIL 4).Deck joists to have blocking at 8'0 o.c.. TO HEAVY MODERATE ' LEDGER STRIP EACH FACE rX. 7L2f DRAWN: MH/MS 3-16d COMMO 5).A minimum of 10 inch flashing shall be installed etween the building and ledger. TO BEAM JOIST NAIL i — ' SCALE: 1/4 —1-0 Ledger to be fastened to building with 1/2"dia.bol with washers and nuts JOIST ON LEDGER PER TOE r TO BEAM 3-Bd COMMO JOIST NAIL JOB#: at 16"o.c. BAND JOIST PER END +' 6).Concrete piers shall be a minimum 6"above gra e. 3-16d COMMO �. y August 23,2�13 TO JOIST JOIST NAIL ,.I, II joists to be supported with hangers and anct rs.Each Joist shall also be anchored BAND JOIST TO: PER i F ~ '. SHEET NUMBER: 7).A 10 pp g SILL OR TOP PLATE 2-lbd COMMO FOOT TOE NAIL i „' ;s to girder(s). 8).Use Simpson hangers and anchors with Z-MAX t pple protective coating or equal for any contact with ACQ. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BET .EN 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 A' �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 µVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNER . REVISIONS W ND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1).RIDGE-TO RAFTER ASSET BLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL NAIL NAIL BUILDING USE RESIDENTIAL DWELLING SPACING 1-1/4"x 20 gauge strap sha! be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES When a collar tie is used in �u of a ridge strap,the number of 10d common nails required QTY. BUILDING HEIGHT (SEE PLANS) in each end of the collar tic need not exceed the tabulated number of 8d nails in the strap. RAFTER TO &WALL:3-8d COMMON EACH TOE-NAIL CONSTRUCTION NOTES: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEN 3LY: CEILING J015T 8'WALL:3-8d COMMON EACH intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear u II connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.WI m a rafter or truss do not fall in line with studs below,rafters DESIGN CRITERIA for 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 3 the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE 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 ul ifs connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL shall be connected with upl :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 06 ,�P sound and a weatherproof completed product. EXT.BALCONIES 60 OVER PARTITION WFC:M-SBC LAP NAIL DECKS 40 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMB Y: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/o STORAGE 10 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs >elow a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. Nhen wall studs above do not fall in line with studs below,the BLOCKING EACH TOE ATTICS w/STORAGE 20 studs shall be attached to a Ammon member in the floor assembly with uplift connectors in 2-8d COMMON DESIGN LOAD CALCULATIONS accordance with table 3.3. TO RAFTER END NAIL ROOF (GROUND SNOW LOAD) 20 should be adhered to even if in variance with the plan. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS(OTHER THAN SLEEPING) 40 3).Dimensions shall take precedent over scaled drawings. 2-16d COMMON (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FO, NDATION: TO RAFTER END NAIL ROOMS(SLEEPING) 30 First wall studs shall be cone ?cted to the foundation,sill plate,or bottom plate with uplift WALL FRAMING: 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shal have a minimum embedment of 7 inches in concrete STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grac 15 inches in masonry block foundations,or lapped under NAIL NAIL GAURDRAILS ANY DIRECTION 200 the late and nailed in accc dance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES construction means,methods,techniques,sequences,or procedures,or for safety P EXPOSURE CATAGORY (DESIGNED FOR CAT.C) precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square vashes shall be used with the anchor bolts.Anchor bolt TOP PLATE TO PER FACE NAIL U specific use expressed or implied in the use of these plans. spacing is to be spaced and ized in accordance to table 3.2a.In addition to spacing, TOP PLATE 2 '16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION -N a anchor bolts are to be span J between 6-12 inches from the end of a sill plate and all FOOT SEE NOTE:1 ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 0, corners. TOP PLATES AT JOINTS FACE °' ~ 5).Refer to the Window and Door schedule for exterior openings. 4-'16d COMMONSEE GENERAL NOTE PAGE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEAF VALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE *s or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls\ ;th a minimum of 7/16 inch wood structural panel on the exterior 2-'16d COMMON P STUD O.C. NAIL Sym.: attached with 8d common ails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SEE FLOOR PLANS HEADER TO 16"O.C. FACE SMOKE&CO2 DETECTORS � 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard n the interior attached with 5d cooler nails at 7"o.c.at panel 16d COMMON edges and 10"o.c.in the fig d shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL � U M such as bookcases,shelving,pantry,closets,trims,etc. g TOP OR BOTTOM 2- 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION in table 3.15a-b. PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK o 8).Wind load requirements shall be taken into account during construction. 6).TYPE 11 EXTERIOR SHEA WALL CONNECTIONS: BOTTOM PLATE TO: PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES: Type 11 exterior shearwalls #all meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2- 16d COMMON length adjustment factors in i ble 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER DERLAICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL( DNNECTIONS: FLOOR FRAMING' SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNRE REQUIRED HAZARDS Allowable sidewall lengths rovided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used >heathing and connections shall be in accordance with JOINT DESCRIPTION CITY. SPACING NOTES 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 YES TO HEAVY MODERATE 2.4.4.2 and 2.2.4 respectivel• JOIST TO: PER TOE 3).Provide 1/2"expansion joint material between concrete slabs and abutting �l-8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUl' )EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder Conn .tions shall be attached with uplift connections in accordance BRIDGING .gd COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill dates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD O be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 Sd COMMON @ 6"O.C. SEE NOTES:1,3 5).Unless otherwise noted,all slabs on grade to be 2500 P.O..Concrete to be TO JOIST END NAIL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING used s a structural BLOCKING TO: SEE NOTES:1 (BOTH FIELDS) o Where a ridge is to be used is a structural beam,the rafters shall either be notched and 33-16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. W to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the be, nor slope connectors shall be attached to each rafter-to-ridge along the open ceiling part ,f the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 w O 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above req# rements. TO BEAM 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE NOTES 1-� Z 8x16 cast iron foundation vent for every 150 sq.ft.of area. DECK AN D COVERED PORCH NOTES: TO BEAM :3.8d COMMON JOIST NAIL Z 7).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, 'I framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END H E- 33-16d COMMONz the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and at :hors to be galvinized or stainless steel. TO JOIST 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, (,� BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists tc be bolted to each post with washers and nuts. 72.16d COMMON �+ SILL OR TOP PLATE FOOT SEE NOTE:1 Girders on concrete piers st 11 be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. E--# FRAMING NOTES into concrete with a minimu 1 1/2"dia x 7"long anchor bolt with washers and nuts. �NAIL For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. O O 1).All framingtechniques and methods as prescriptive design of 2006 SBC High Wind JOINT DESCRIPTIONNAIL q P P g 3).Posts supporting girders hall be anchored to a 12"x12"x12"thick concrete footing. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For 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. ASS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. U below grade.Porches with overed roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS' 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. Q Douglas Fir. 4).Deck joists to have block ig at 8'0 o.c.. CEILING S H EATH II N G: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES I--I 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch fl shing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL ( ) otherwise. Ledger to be fastened to bu ling with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:FOR PANEL FIELD 3 BOTH FIELDS where needed. GYPSUM 7" O.C.EDGE NOTE:2 F 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. WALLBOARD Sd COOLIERS 10"O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 Sd COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a iinimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SH EATHIN6: NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supporte with hangers and anchors.Each Joist shall also be anchored NAIL NAIL openings between 4'1 and 6'0 and 2x6 wall openings between 5'tl and 8'9.Provide fire to girder(s). JOINT DESCRIPTION QTY SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. 8).Covered Roofs shall be ssembled and anchored the same manner as a typical building. STRUCTURAL gd COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. )LUMB ING NOTES 7/16"OSB 3"O.C.EDGE 6d COMMON 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with D PLYWOOD 6"O.C.FIELD � 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1).All water supply,drainal ,and venting to be installed as per N.Y.S.Residential G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 7" O.C.EDGE ^ Z >. on plans. WALLBOARD 10"O.0.FIELD 2 Verify septic system witl the Engineer for Suffolk County Health De artment a royal. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. T \ Q LU Z 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o ) ty P g ty P pp FLOOR SHEATHING: NOTE' v other access openings unless otherwise noted(typical). f (D 3).If wall studs,plates or jc ;ts are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY O = 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing a id plates to protect and secure the structure.Verify with the I QTY. SPACING where applicable unless otherwise noted. state code and manufacture recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. = O Pp Sd COM/IMO T� 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists H )AC SYSTEM NOTES 1 OR LESS 12"O.C.FIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. V 1 (� (� NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. d under all bearing walls. 1).Mechanical subcontract# is responsible for adhearing to all applicable codes and safety 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U requirements. T� LO 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE:REFERRED TO IF Section R602.8-FIREBLOCKING REQUIRED V 1 needed. 2).HVAC subcontractor is I full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOITES ONLY. N ) y y q Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) equipment supplier. and to form an effective fire barrier between stories,and between a top story and the roof space. 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 Fireblocking shall be provided in wood-frame construction in the following locations. "' k„x CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to rovide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing gip«:'. �C,."''�.. Contractor and owner for fir d review and approval. is nailed 3"on-center at the panel edge to obtain higher : r' 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10;''";` '.a'.'" r•>:'° adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed E _ECTRICAL NOTES' members shall be doubled,or alternate connectors, P over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblockin in walls constructed J4 , g 1).All electrical to be install d as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. e 1 2"thick moisture-resistant sheetrock.Garage walls and J 13).All bathroom walls to have / g 2).When wall sheathing is continuous over connected f t' ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall t approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits a' DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol-16d nail per foot. drop ceilings and cove ceilings. t "5 SCALE: 1/4"=1'-0" 3).Install Smoke detectors id Carbon Monoxide detectors throughout as per section R317 ` 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Constr :tion Code. 4' JOB#: M 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 'c "" L #"ors approved equal,Flat roofs shall be applied with s Fiberglas base sheet with b EPD under stairs shall comply with Section R314.8,N.Y.S.Residential Code. August 23,2013 torch down type material over. fPI.n ,, ,+f SHEET NUMBER: 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to flame and products of combustion. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 5).For the Fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. IN CTIONS A- iu GENERAL CONTRACTOR TO COORDINATE MEETING WITH OW BETV EN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK #CONTRACTOR SHALL VERIFY ALL OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT SPE CONTRACTOR SHALL NOTIFY ARCHITECT OF ANYDISCREPANCIES DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AN �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 G or O PRIOR TO MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK RECEIVING FINAL PAYMENT FROM OWN PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN