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HomeMy WebLinkAbout37372-Z -0=1 FFO[4- Town of Southold Annex 3/12/2013 . �o �y P.O.Box 1179 ' 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36167 Date: 3/12/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 130 Bennett Rd, Greenport, SCTM#: 473889 See/Block/Lot: 40.-5-1.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 7/2/2012 pursuant to which Building Permit No. 37372 dated 7/18/2012 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: alterations and additions with second floor balcony and side entry landing to an existing one family dwelling as applied for. The certificate is issued to Mazzaferro,Michael&Sarah (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0016 1/17/13 ELECTRICAL CERTIFICATE NO. 37372 2/26/13 PLUMBERS CERTIFICATION DATED 1/11/13 Joe Whitecavage Autho ed Signatu e �guF tx�, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o� • 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#: 37372 Date: 7/18/2012 Permission is hereby granted to: Mazzaferro 130 Bennet Road Ext Greenport, NY 11944 To: to construct Addition/Alterations to an existing single family dwelling as applied for At premises located at: 130 Bennett Rd, Greenport SCTM # 473889 Sec/Block/Lot#40.-5-1.1 Pursuant to application dated 7/2/2012 and approved by the Building Inspector. To expire on 1/17/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,288.00 CO -ADDITION TO DWELLING $50.00 Total: $1,338.00 Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY $ TWs-application must be filled in by typewriter or ink and submitted to the Building Department with the following: A< For new br ffftg or new-use: 1. Final survey of property with accuimte-location of all buildings,property lines, topographic features- streets,and unusual natural or 2_ Final Approval from Health DepL of water supply and sewerage-disposal f S-9 form7. 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 2110 of 1% lead. . 5_ Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliahce•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'4pre-existing"land uses:1. Accurate survey of property showing all property.:lines,streets,building and-unusual natural or topographic features. 2_ A property m feted a. lication and consent to inspect ect signed-by the applicant_ If a Certificate of Occupancy is P P y e.Q P. PP A g y denied, the Building Inspector shall state the reasons therefor in writing to the applicant_ -- 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- Certifieate 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$1 5_00,Commercial$15.00 Date. �..-'. few Construction: Old or Pre=existing Building: cheek one) ,ovation of Property: * 3C ) n House No Street Hamlet ►wnir or Owners of Property: - _ nffolk Eounty Tax Map N64000, Section �f j� Block Lot ! ' abdivision filed Map. Wit; Mnit No. .�3 9. 3 Date of Permit. �'11K" f Z . Applicant: - ealth Dept.Approval: Underwriter's Approval: anning Board Approval: Nuest for: Temporary.Certificate Final Certificate: (check one)- ;e Submitted: $ � . —'Q Apvli ant S at re �acuEE01,�c0 Town Hall Annex Telephone(631) 765-1802 54375 Main Road o Fax (631) 765-9502 to z P.O. Box 1179 0 • Southold, NY 11971-0959 y?��! ��0� roger.richerta(-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mazzaferro Address: 130 Bennett Rd City: Greenport St: NY Zip: 11944 Building Permit#: 37372 Section: 40 Block: 5 Lot: 1.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: homeowner DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 46 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 8 Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 35 CO Detectors Sub Panel 60a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances' M29 Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200aSwitches Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service, 3-combination smoke/co detectors, 2-exhaust fans, 2-paddle fans Notes: Inspector Signature: Date:feb 26 2013 Electrical Certificate.xls ��oF so�r�o Town Hall Annex Telephone(631)765-1$(12 54375 Main Road Fax(63 i)765-9502 P.O.Box 1179 G Southold,New York 11971-0959 COUNT`I,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION J . Date: �7�/l� Building Permit No. q I Owner: �r y1Gt l rn ��l'n (Please print) Plumber: Jd.e SiG�•'f�c�v�, " (Please.print) I certify that the solder used in.the water supply system contains less.than 2/10 of 1%. lead. (Plumbers Signature) Sworn to before me this day o f 20� Notary Public, y County aItE LLQCK�� NOW '� � `` _f'ry4831 �IIrCt�un is3io &rcp�res.MAY 31, Of SO(/T�o� 373 7�- • TOWN. OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION - FOUNDATION 1 ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION . [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Owl r r DATE °2 INSPECTOR ` 72— • ao �ly�OUNi`I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON " [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: /5-:", �� Fjt�,-- ji, c DATE C"� INS PECTOR SO(/r�olo 3 . 5 )2]t- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION -. . [ ] FOUNDATION iST [ ] ROUGH PLBG.--, [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY' [ ] FP14AFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION -[ FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) .REMARKS: All DATE lofrq INSPECTOR OF SO(/r�olo IRS 'fcoUMY, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION .—, [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ . ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION V�fl.ECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) REMARKS: DATE 1 INSPECTORS` 1 OF SOpl�olo o�ycOU ,� � TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING/STRAPPING ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ��� • DATE �� �� /3 INSPECTOR lxOf SO�Tyolo • ao -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: DATE 2L� INSPECTOR ' r FIELD INSPEQN REPORT DATE COMMENTS oi FOUNDATION(1ST) ul) �- - �1 �r - - ----------------------------- a FOUNDATION(2ND) t� q ROUGH FRANY[NG& ' zs PLUMBING O Z p� INSULATION PER N.Y. STATE ENERGY CODE ' Y FINAL ADDITIONAL COMMENTS A o a Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING.DEPARTMENT Do you have or need the following,before applying? TOWkHALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthForkxet PERMIT NO. ! '` Check Septic Form N.Y.S.D.E.C. i Trustees (`� C.O.Application ��jj Flood Permit Examined 120 Single&Separate Storm-Water Assessment Form Contact: Approved / (J ,20/ �d ` Mail to: AAZ 4— Disapproved a/c 'Phone: 7.3¢ - 41 f,5 Expiration 20- ' Building Inspector a PLICATION FOR BUILDING PERMIT JUL — 2 2012 Date D6 2 Z , 20 INSTRUCTIONS BIDG.DEPT. This appJ* �61$ p etely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of p . -ae -a e 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 pen-nit 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 issu4nc�or has not.been completed within 18 months from such date. If'no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authotize,in writing,the extension of the pen-nit 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, ineer, general contractor, electrician, plumber or builder Naive of owner of premises (As on the tax roll or lat,, t 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 of lanSyyn which propose rk will be done: �(S N.v House Number S eet Hamlet County Tax Map No. 1000 Section T d Block �.5� Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of roposed construction: a. Existing use and occupancy (n C4�5_ b. Intended use and occupanc A,r 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. fry 7. Dimensions existing structures, 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 Stori s • .,f�.� S t �,f Udell 9. Size of lot: Front Rear epth 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 4 Will excess fill be removed from premises? YESGt' NO /Y/A_' JW 4- 6v,Ir5�2Zw 14. Names of Owner of premises&A �ddress Phone No. 4-77—aJeaP Name of Architect /L XC*L�j 9jV_- .Address Phone No ,� Name of Contractor I Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO .V_ * 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_X_ * 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: Cou' Y OF'f A 2 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 (S)He is the C No.01SU6185050 (Contractor, Agerif, Corp rate Officer, etc.) Commission Expires April 14,2 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 t before me this day of '20 elcNN Notary Public Sign ure f Applicant ' -73 r7-D- MA Z z 9 4 of & ,V A)Town of Southold - Chapter 236 - Stormwater Management 06 SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Agent-Consultant-Contractor or Other(ClreleOne) Property OWNER:(If Different than Applicant) Mark K. Schwartz Michael Mazzafarro and Sara Gundersen Address: P.O. Box 933, Cutchogue, NY 11935 Addmes' 130 Bennet Road, Greenport, NY 11944 Telephone s:631-734-4185 1 Fax s Te"'Pho e&631-477-6328 Fax*: E-Mug.mksarchitect@optonline.net IE-Man: Property Address:130 Bennet Road, Greenport, NY 11944 Brief Descriptionof Construction Acti ty PwpwedstructtwAsNPs,Soil S.C.T.M.rlk 1000 c Stabakation BMPs,Project Scope and/or Sequence of Construction Activity oaaas ac0 creek rm (Pro"Addalnnal Pops asNeedo) Namacfcontmotorand/or contact Person Respon,iblo for Implementation ofSWPPP: 1. site clearing. install hay bales and silt fencing Michael Mazzafarro 2.pollution-control. install duLn ter and eortalay.--- Addraas: 130 Bennet Road, Greenport, NY 11944 -` `�-y"-"'------------- ~` __-_ --------- 130 soil. soil to be retained on site. relophonos 631-477-6328 Fa"� --- -_______. ._____________..______.-_---__--_- 4. construct shell. Install gutter system after roofing E-Meg:michaelmaaaferro ...._....,._...._.._----_---_ ....-- ,..,_,__........_-- (dyahoo.com 5. storm water runoff. install drvwells/septic asap. Name of Persons eesponaible for Installation aMalntenanceofEroalon Control PrecHce: 6,finish construction, inside and out. -------------------------------------------- d 7. remove site barriers. clean site,final grade------ Telephones: Fax -------- ------ -- ---_____-.____._.._._ E-Mail; -------------------------------^----_--_-...._-._. Total Area of All 21695 sf Total Area of)and tag 5200 sf PrgectParcels. and/or Ground Disturbance: ..__-,.____________________.._-_,._-___-.._____-- (s.F.IA—) (SAIAa ) Project Du ration: Start End -_.._..-.._-.....,_,._--__-_---..__-. ----_..__.--_.._-- (An ) +/-6 months Data: 08/2012 Date: 02/2013 Will this Project Disturbe five(5)or More Acres at � 0 ���-__�____ __�'-�-���-� _ Any One Time During the Proposed Development? Yes No -------------------------------------------- IfYES:Plena Answer theFollowingl -.----.-----.-....,..----_„ _--a_-_,.-._...,----W_------ a. Does the Applicant have a Qualified Inspector On Q 0 Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site Q Q List the NAMES or description of all Potentially Impacted Waterbod)es and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No ngDg--------------�................................. c. Does the SWPPP Adequately Identify All Temporary ® 0 and/or Permanent Soil Stabatizatlon Measures? Yes No d. Does the SWPPP Adequately Identify a Complete Q Q .....­..-.._,....__........_...-._..._.....-.....__.------ ----------- Project Phasing Plan? Yes No status of Impacted waterbody:(eq.TNDL,303(d)Listed,Impaired_) e. Does the SWPPP Indicate Additional Site Specific f Q Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Typo of'Impacted Watarbody:leg.Lako,Creek,Say,Pond,Sound,Freshwaterwetland-) Of Intent and SWPPP Acceptance Form for Review by the Town of Southold? 0 NNoo CON D.BUNCH ---------------_._ a PubFe State-eFNew-lie*----- ST ATF.OF NEW YORK, NO. COUNTY OF..... Ua L. ........SS Qualified in Suffolk County //f�/f ,�_/ r Commission Expires April 14,2 1 'lfiat I,........./•:-•}. �.. .....S �rII! ...21...�g duly sworn,deposes and says that he/she is the applicant for Permit, (Name of Individual signing Document) And that he/she is the ................................................... �. .............................................................................. (Owner,Contractor,Agent, " refs Owner and/or representative of the 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 herewith. Sworn to before me this; ............................... ..........dayo f... ........ ... .20.� ... a .. .No Public: ..... `` ..... .. ............... .......................(Si.gma of Applicant)cant)SWPPP Assessment FORM: 03-12 Town Hall Annex h1 1�02�(j 54375 Main Road UU P.O.Box 1179 G. ��. roger.rich .n .u& Southold,NY 11971-0959 �COuMy;� OCT 1 2 2012 BUILDING DEFARTW T BLDG.DEPT. TOWN OF SOUMOLD TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: � I Date: lolld Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: i *Phone No.: / 565- Permit No.: Tax-Map District: 1000 Section: Block:-- Lot: ( . l *BRIEF DESCRIPTION OF WORK(Please Print Clearly) PDX 3 5- LaiIt` o }�.� s v dLno 4w12 in I AMA . {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 A)y ,To: So -� �� C r t) vtj f v y 119 y y C._5 S061j Ckb REVISIONS: HEALTH 00/00/2009 DEPf. MOORE ' S LANE — �' _.'r`._ ODEVELOPEo PaoPEary � PUBLIC WATER a N 16°1'S0"W 284.24' — I- W - Z p a in e 4 o DIRT DRIVEWAY I 02 m X O o '✓' n a ci A o s O SCENIC a O BUFFER DEVELOPEDPROPERTY I O Sono¢ I IZ Z+ PUBLIC WATER ,.y EXISEINO75IY. EANNU STY. W 9 Y RAMED HOUSE FRAMEDADDRION I� Z Q / Zi o I P Z. ,m� ��N o i Lu I ^ / V — — — — — — — — — — — — — — — — — — — — — BW M C 'UILDID ENVELOPES E- V 1 .C•'y" i�cgi%3 . "" S 0.45' 289.577' I ;� �> ' 5 15D 56 3 2 E K H Z .P J �: 11 j cw SITE PLANK DEVELOPED PROPERTY Abandonment of existing sanitary system must be in �►• . , Z PUEUC WATER ', SCALE: 1" = 30'-0' conformance with department requirement Submit completed form WWllR-- as proof. SEPTIC TANK LEACHING POOLS SCTM# 1000-40-05-01 .1 NOTES: NOTES: 1).MINIMUM SEPTIC TANK CAPACITIES IS 1500 GALLONS.REMOVE EXISTING 1).MINIMUM LEACHING SYSTEM IS 3 POOLS:G DEEP,V DIA.ADD 1 NEW POOL TO FOO Q 900 GALLON SYSTEM PER SCHDS REQUIREMENTS. CONNECT TO EXISTING SYSTEM. 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE 7SUFFOLKCOUNTY DEPARTMENT OF HEALTH SERVICES 28 DAYS. (OR EQUAL). FOR AP-PROVAL OF CONSTRUCTIONFOR A z �W 3).WALLTHICKNESS SHALL BE A MINIMUM OF 3",ATOP THICKNESS OF 6"AND A 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). SINGLE FAMILY RESIDENCE ONLY BOTTOM THICKNESS OF 4".ALL WALLS,BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE JUN 1 9 201 CISMAINTAINED. DATE RE1= � J you 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. � S. . i�10. 5).AN B'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL APPROVED 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A BE MAINTAINED. MAX.TOLERANCE OF+/-1/4")ON A MINIMUM 3"THICK BED OF COMPACTED FOR MAXI M F DRAWN: MH/MS SAND OR PEA GRAVEL. BEDROOMS SCALE: V=30' 6).A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. EXPIRES TH E ARS FROM DATE OF APPROVAL Maoy30,2012 SHEET NUMBER: S-1 M O O R E ' S L A N E xEvts0or206 HEALTH 00/00/ 9 DEPT. toT 1111,7011s, ' DEVELOPED P0.0PE0.n 2 PISBUC WATE0. 16°1'NS0"W c°Hmurna+°uwnn 284.24' v /u `W _ .•. In N Z .�"•.. � I I Wu°NOf<°NRAUC°N 4 ° v � P00.Trt.MAV i0 eFMMV I °NM'CONt:0.�llcn°II I OD r �? O I DIRT DRNEWAY •�•�• z 1,, c A rn - i O X U SCENIC z 0 OEVEL.GD PROPEan L' I 2 ,® O 3 BUFFER PUBUC WATER EXISTING 2 Sn. EXISTING 2 STY. Ij D > .�' V W I ED HOUSE FRAMED ADDITIONIE+ z v •+1 Q • 1 x c Z I I O o*o I o Z. N I o W, I ;n m (BUILDING ENVELOPE)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - n • I ^ I � S 71°3"401,WI - 0.45' 289.577' S 15056'32"E p. ! ' - - - - - SITE PLAN °° z 2 DEVELOPEovaovEan • 11 — 1 r t 4�+� PUBUC WATE0. SCALE. 1 30 -01 r N 1601'50" W - 3 l W' — I :_ _ram _ • CONSTRUCTION SITEFODUMPSTER „p• p,Fj "+ N TO REMAIN ON SITE FOR � - 'l� � Y B DURATION OF CONSTRUCTIOCD N " ON SITE FO R R DURAPORT-A-LAV TOOIN T cl 5w:0 x OF CONSTRUCTION - '- •" ,,, DIRT DRIVEWAY �•, ? � �� SEPTIC SYSTEM LOCATIONS: I LEACHING $YM.: DESCRIPTION: -A- -8' Bdie..6'd.,p A LEACHING POOL SCTM# 1000740-05-01A B'di, 6'deep I ST 1500ga1 SEPTIC TANK 33.5' 20.0' A:20.01' B:270 ® I LP 1 8'dia.,6'deep LEACHING POOL 41.0' 35.0' A 3 e LP 2 8'dia.,Gdeep LEACHING POOL 35.0' 43.0' SUI=FOLK COLS:' i jy`PAr,i ltiAEfV i OF HF.ALTH SERVICES H FRAtr � F'� t.o I LP 3 8'dia.,6'deep LEACHING POOL 20.0' 27.0' ��'~�%t� '-'��CON TF�1�CTi=Dd'!®RKS ®R � O o i �'�:�:_ AN, f � 20fv ,� �� 1 3 cd 0� OSTO ---- ___. I..a. 1 ,P'. A:t~.�?10- ]z -ool� Nrn C7 CN A:41.tl I ee II TIlttE•s:e.w.agf�e�1�r\ft,.0 G:p C:P�:aa.l.{1a2InCr)IJc"✓>, a hc 10 C:IEACHINrOOL �B B ' i IN]..6'dp V0 3P� 19fti130E1arUir2MrrreragentF53 and found'0SEPfC TANK— pM14M F V BEDR` J & l DRAWN: tvH MS EL.zo Walter J.Hilbv;#; 289.577' •• I p SCALB: t"=30' I I ®�C@ Oi 1�8StE3{�YeItE?r b's/12i"'3t t�fJ?u�F16 JOB ri:. I I PARTIAL SITE PLAN - -,•- --- -� J,SHE,S NUM 3 '^'€SHEET NUMBER: i I I SCALE: 1" = 20'-0' S-1 L — — — — — — — — — — — J REVISIONS 0 n ti MOORE ' S LAN E a , m � c x Qz tn r LOT Ile N 1601'50" W 284.24' I-w - '� N Z C, � ►� o � V < I N \ o i a a rn -� 8-dia.,ddeep N r O i , DRYV1Elj.- M c POOL p LEACHING POOL /f /f /f ? W O .y ddia.,6 d 7 L SCE r P BU O .Cf HiNGNP001. /��%%/. f• '/ Jf EMIfi1,�.2 M. Q i!i/EXISnNG 2 STY. W �•'a j f(FRAMED HOUSE FRAMED ADDITION - Is Z uo C POOL V 8'da..b'die-P O 0 /� - --�°iusPNI�1 M PRANK15 4.U' 0 SEI?IC TANK ISOOgaI. W v EXPWANX'SION f.opyel:,3'[Fnni �, - (BUILOtt.1G ENVELO?E) 8-dRYWE L o o O PPROVED AS NOTED S 71' 31' 40"I w' DRYWELL 0.45 4; 289.577 -)ATE. B.P. 7�7� PLUMBED C � +a ON LEAD C01VTENT BEFORE F E� B i� � CERTIFICATE OFOGCUPANC NO BUILDING EPARTMENT AT SOLDER USED !N WATER 769=t802 8 Ah1 TO 4 PM FOR THE I6 FOLLOWING INSPECTIONS: SUPPLY SYSTEM CANNOT 1. FOUNDATION-TWO REQUIRED EXCEED 2110 OF 1% LE,' FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING PLUMBING` 3. INSULATION 0 p SITE ALL PLUMBING WASTE 4. FINAL-CONSTRUCTION&ELECTRICAL !� QPLAN &WATER LINES NEED MUST BE COMPLETE FOR C.O. d Z TESTING B"FCRL r-%-7 .!NG ALL CONSTRUCTION SHALL MEET THE SCALE: 1" = 20'-0 REQUIREMENTS OF THE CODES OF NEW w O YORK STATE. NOT RESPONSIBLE FOR z a OCCUPANCY OR DESIGN aRcaNsTRu L r:RORs. W W t't A L'1] W ct USE IS UNLAWFUL '*. sir � N M WITHOUT CERTIFICATE ct OF OCCUPANCY LOCATION: AREA: LOT COVERAGE: DO NOT PROCEED WITFt r � IF"' FRAMING UNTIL SURVEY PROPERTY: 21,695 SQ.FT. OFFOUNDATIOIJ LOCATION "HAS BEEN APPROVED., DRAWN: W MS SCALE: V m 2V RETAIN STORM WATER WPM No. 1000-40-05-P/O 01 JOB#: EXISTING HOUSE: 800 SQ.FT. 3 7% PURSUANT T` CHAPTER 236 MEETS AND BOUNDS BY: March 27,2012 PROPOSED ADDITION: 700 SQ.Fr. 3.2910 OF THE TOWN CODE. JOHN METZGER SHEET NUMBER: PECONIC LAND SURVEYORS ELECTRICAL <, y��ty �» /��! (631) 765-5020S � 1 TOTAL: 1,500 SQ.FT. 6.9% i�a� i��.esl � $w�)RVEYED: JULY 11, 1990 REVISIONS T !�V N a m tn ------ -- ---— o -------------------------------------- i z O FORTH ELEVATION! A SCALE: 1/4" _ V w o o O Q � a w o � z � w Q as v� C oz .- N W0 (,HZ Z W W ca W �I, ® N N "kp,; ♦ m "R DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB March 27,2012 EXISTING NORTH ELEVATION SHEET NUMBER: SCALE: 1/4" = V AZ l - ---- -- - --- ---- ---- - REVISIONS o m Ffffl Li 0 � U N H EAST ELEVATION A w � z SCALE: 1/4" = 1 N o 0 CIA Q w Q L7 H - - - - - - - - - - - - - - - - - - - - - - - - - W H w Q z z a ww N Mco w DRAWN: MH/MS SCALE: 1/4"=P-0" JOB#: March 27,2012 SHEET NUMBER: EXISTING EAST ELEVATION SCALE: 1/4" = 1' A-2 REVISIONS ------------ jt� ci oo Li I I WEST E LEVATIO N SCALE: 1/4 = P 0 z 0 CIO z - - — - — - — - — - — - — - — - — - -- 0 z w 0 z a. z z W Lu cla w cz co c N i0i S DRAWN: 1*,M MS SCALE: I/4"=I'-0" JOB 4: March 27,2012 SHEET NUMBER: EXISTING WEST ELEVATION. h. .__ SCALE: 1/4" = P A�3 REVISIONS - 1 I t I I 1 1 1 1 1 1 1 1 t i 1 8'X14'CONCRETE I SLAB FOR HOT TUB B t t 1 1 1 1 1 / 1 1 I 1 I 35'-0" 1 1 I 28'-71/2" 6'-41/2 ------------------------'---------------------------------- --------------- -,- -2slz- p p --- • d d • p p + d b d • p p • d p d • p p + d d • p p d P d • p p i a , ____-----_---^---___.`^'_-- ____111J--------------_---_---___________ll9.!____ ______._-_..__________ , t • , i l l l 11II I ,..1 ✓�1111 d IIIII ' ' O t"'1 (o y a , L911n l] uni y . U t� N _ Q I 1 - J,111 --�1 IIIII .. 1 1 M ' 4 �1111 fill[ � M /T • cod.11ll d. IIIII I I 1 `1- M N Q • 2XR D.0 ff2 Fl I ^1111 X IIIII O� x n n X 11111 1 N i M q —till NEW BASEMENT v; 1111 I I111 ♦O • ' i 1111 IIIII ' ' � � v � nnr--+ +---Inlr--• V 1 1 ' n ' ' Inn ' ' • fi fill ; IIIII • ; - Ow N STEEL LALLY COLUMN ON i uII ; 30"X30"X10"CONC.FTG. ; nnl ; CD O O N ' ' �uL__. •__null.__. , ° I ' I fill ' 4 I nn Inn 1 I `— t ' nn Intl t • ' . i O ' �I111 d Intl 1 ° 1 IL) IIIII ' 1 • ' 01111 0 Ilill ' 0 COO 2X8 DF##2 FJ na 1.£�_ 1 C i V I111 U fill 00 1 i14 I I uu "'� lu I ) D Q ' V ' �1111 Iltll ' • I �\ I 1 Zt illl IIIII I 1 f� 1 1 fill IIIII I ' L� I i II11 1 • �X'.l lil vX. Illn ' Grj � I • I \1111 \ 111A I I i M 7117 M tlln 1 ' " 1 a I �1111 III I I 1 Q q muu m unl #5 REBAR @12"OC AND AT FOOTING D (TYPICAL) M + un nnl `- ' ' nn nnl z Q o i ZOB Q H 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT TO MATCH EXISTING FOUNDATION.EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED _ _ •-------• WITH A BITUMINOUS COATING. 2).FOUNDATION TO HAVE 16"XS"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS - — - — - .1�� �+- ¢�+� — - >— -— - .� . -+� {}�r - -�� � � � � � TO HAVE 2-#/5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). •____ ._______. ._______. 3).FOUNDATION SLAB TO BE 4"THICK 3000psi CONCRETE ON COMPACTED FILL INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING O Q }- WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE Q '- REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL ® EXISTING BASEMENT JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE W O THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL z d SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO z z MORE THAN 16 FEET. ( W W ra LLI 4).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES TO BE O INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM SILL GASKET. N co r 5).PROVIDE 51W DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0"OF CORNERS, (� INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A � MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO .' q ., BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 3,���'�it.:� 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE ; • ,�� °4' "' '✓',�h . BLOCKING AT 8'-0"O.C.AND MIDSPAN. 4, lasSs9 J, DRAWN: MH/MS SCAM I/4"=I'-0" JOB#: March 27,2012 E PROJECT NORTH FOUNDATION PLAN ';.- � + .„ �; „ .< x SHEET NUMBER: S SCALE: 1/4" ® V REVISIONS 1 1 1 1 t l 1 1 , / 1 i 1 1 HX14'CONCRETE B SLAB FOR HOT TUB ; 1 i , I 1 I 1 1 i 1 1 1 1 1 35-0" 1 10'—2" 18' 51/2" 6'—41/2" Y , TW2632-2 TW263Z y,o•;" .._,,w 3'-D" -.--- DR. / (3 9-1/t ML H (3)2X10 HDR. I ; --------------i-;w i O O ----- ey KITCHENru -- ~' 1 ff rn i 1 i .0 `4CD _ O Im 1 1 —�/ 4 O p o ! _i CN a , 14'-7" '-0" 5-5" 1 r--_�--- BUiLD UP w/ i FAMILY ROOM zx6 PLATES ' PANTRY' ' r --� 14"TA FJ R f I �� 2x3 FJ li i a ( 1-314X14 ML DER ' ; 1 O a UNDER , ! J x { } /4 ML w/ = BATH 1 L�—_ �_ i 1.�.__..�.I ■t L____-- N _ (2)]/2"STL.PIT. a rn Xpo - - - --� (3)7-1/4 MC w/{2}1/2"STEEL PLAT (LUSH AM ———— —_ — )1 —_--•_ , --- --- ---o —3 w STEEL—PLATE_BE_ (ALT. �3)11-7/8"ML SEAM/4Xi-1--7/8 ML / F-� ►-) X DINING `" � �`= i o 0 �-1 Z O T� EXISTING BATH ! BUILD UP w/ 1 ' 2X6 PLATESIn 46 --,- ._ 14"T)l F) �=Lz 2X8 FJ --_�_ _ ��___J L.—._--- u u BATHr� '--' - 00 (3)11-7/8 ML w/ {2}112"M PLT. 1).PLATE HEIGHT AT T-0"TO MATCH EXISTING HOUSE. 1 0 tl 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. ,.. {4)7-1/$ML W/{3)1"STEEL PLATES FLUSH l BEP.I. DN {ALT.;(3)ii-7/8"ML w/{2)3/"STEEL BEAM) """"" " " ® ' � " ® ' � �'� '� ' 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. i !! 4)_DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT V-0"D.C.AND MIDSPAN. i � `a 5)_PROVIDE 3-2Xi0 DF#e HEADERS OVER ALL OPENINGS UNLESS Q OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS � l- S[ Z En. LIVING ROOM, ; I ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR O !' ` = MiCROLAM HEADERS.��, }- 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE i LLi O EX. BEDROOM N0 j �! •nn n VIDE r nrnn nnr.rrrr raw l."w r w�ri FASTENING�w r � �1 i i 1 APPLICABLE.P"M VIDE DEBORI-PPM% L� '!ON ANEELS WITH FASTENIN l j i f 1 H Ri NXIARE UNLESS ESS OPENINGS HAVE IMP C GLAZING. 1 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 [ O ' AND 2X4 WALLS AT R13. N co co 8'.INSULATE FLOOR AND CEILINGS WITH R30 INSULAT110N. N UP , 1 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2-SHEET ROCK. I I I I BATHS TO BE MOISTURE-RESISTANT SHEETROCK. 1 I 1 ICJ).INSIALLCoANDSMOKEDcfCC1ORSPERIV'rSCCh7C. `„",''{• r DRAWN: AIH/MS I I I g t JoR#: ® 1 .-.... r r,-r w ■ .•.r��■-■ ■ 11. L r'�n ram► r► r%i w w ! - ,•+ 41a?ch 27,?012 • � �`'�-S—� SALE: 1;4" = 1' 1 A - [; AM. NOW it E t REVISIONS I • � � f I 35'-0" _ A `, A I I lKI1 _ I AMI-- P Im X8 DF#2 HE bEFc ;,� I N �� /SITTING AREA I I ','f '6'-4 ! BAN 6 -0 `1 12 -6" I % , ; _. _ - ! i �� ;� �� �- ! I i E I i a m m 71 I 'jyn'/w '�•'/i' i- �' ia••�- lr-V.t - - j lir`{ �` 1�-A.� i ii ,lIT— /�• I r �y E 3 z z[H! 1 IQj 1--VA ' _ OI. ,` IWV ��.ui. !, ( r .� p {mil -rOf i .'1 IS7i, a ' T.' f? fA�lCTCD Cif:fvDlZllAli , a l I` -- J /1ie Ll^1t, i MASTER S!ER r)♦✓vi 4 1- 1 r .1`_i 1 oNa_ ,� SHt�I\ 1; 1� �Q ,,. F � o I < r T-Oi =ZV XR hFfe rl --- - � 8'-D"FLAT Ira f rASH Vri 0 XI O 111A ------- �.'— �„f ,.r 'r I - I I, : n ♦� t v / .`A � / ' (3)2X8 HEADER I / 1-i—(2)jX8 HE.ADERX 6" 110 1 4'o" . r , 1 }`i2`6" , I l \ // YI // r 1��fr Imo ' !! / " 1! f ► I L �+ f -`--`---------`---` 1 i f 1! NO. 3l ! 6 1 cI ; I %1�Jf�Lf<;-(!•I t iSr! 1 (( f! C) vs PH[------bal- cf I J SN� I r/l -(fll 1 1! ! VL.11!)f ar IRA ntr. A Vi 1/" „Q /1 1 1'� =.ft, ""ra r •_ - it - - 1 11 ' an j i ti i.al i�V T-411 /// / / XT/// // / i a^ a\- !CI A;-! N -IT1 1 a 1 f :r jl i FJ `` i A 1 7ivVt PIPEf^+ TO SHIFT `X A , / i = ri _ FROM iitLtJW ■ n in it ILu - d 1 1),P,ATr NF,r.HT AT R'.rr"Tn MATfN FXImijr.1-!Qt iSF- I �� [I-�—1 IJ�n•,�i i i�T-�'7 ! ! !� 1 j ♦ r-' - ! r i i it q! ! 1 1 11 m 2).EXTERIOR WALLS TO BE FRAMED WITH 2X5 DF#2 STUDS AT lb"O.C.. I 3).EXTERIOR SHEATHING TO BE 1/2"THICK FFIP CDX Pry'v4rOOD. �, 1 1 1 1 r 1 1 i t 4).MUVIOL 6-2X8 OF#2 HLAMR-5-OVER ALL OPLMNGS UNLESS EX. BEDROOM No. 3 OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 21ACK STUDS 11M YAt H%i )t f_74-(IYYE�t44Vt._NR4 7V51)t A IA{ K\1l f{)%t IN YAi-4i\II w H-IM MICRULAM HEADERS. t 5).ALL EXTERIOR(.iPENINGS-1-0 HAVE DESIGN-P1 MURE UPGRADES WHERE j sr I 1 APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING I � � O z i r l l ! i a ! !1 unprnvinoc 14n,Lccc nocnl±n}C_c!!n�lE!+ennrT C-ti e�IwtG_ R R ra 4 1 �..... .,., i j Li FX. fStU [i 24 Kf)iVi inn i ! i ------- ! ----------------------------- ! 1 AND 2X4`d/ALLSATR13. H ! -----------------------.._-------------------- ! ! --_-.. ! ! /_/ Tr CMiiN' r,v me II n-o ,n„ -n ram,., mr „r♦r T-C, 'IT, ! ! / i , %).I��J V,Jti L,_L siiYVJ s,i I i Rev t�VJ v�r tt ii.ir�.riili'ViVi 1 ,..Li i i\ Ji�aLL I f M I -- �- -� i �/ ©ET�JEEN INSULATION AND SHEATHING FOR CATHEDRAL CEILINGS. 1 1 5q 1 m 1 M rn 1 � ♦ .-. 1 i v AuWALL>'A�vu CEILINGS� ,Tv 6E PROVIDED WITH 1/2-SHEET /2"SHcrcT ROCK. e- I RETH5 TO BE MO!STU E-OE95TA.IT SHEFTO(l(X Y[Z 1 9).tN A,1 Co AND 5A.1OKE DETECTORS PER A!V<CODE. fi ! 1! ! ! ! ! tl - I I %-ems n `a■-w 9—0 s'� i t r i is i4 i i ti�, i 1 i.l �ii i�i Ti-i i" _ ,lii' i V I '� ! Lx ! L1 t L •at «�;# ! lnnnu/ r• ruv Ile ��F'• 1 t �-np•T ♦!,fi_„hat 1 �s 1 1 l7-IFF 1 1111•m .�"y;••"f t 1 ! I ! 1 f I 1 f ! REVISIONS >BR, "------------------, ------------------------------ ----------------------------------- -----------•--, , Q 12 A i "T, N 11 ------------ /(A U 1 I , I , , , ' 1 NIn ce ' ' ' V] '~ C) Gj co 12 i ------ ---i ----- _ ---- i ^ 6� ; MATCH EXISTING U m ROOF OVER HANG ' STORM WATER MANAGEMENT DETAILS ' ' 2X1D DF#2 Rat(g�l2 OC , , 1 1 ' ' N.T.S. GUTTERS DOWNSPOUTS DRAIN PIPE GUTTER S12E ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE ————+ ' ———.— 1/B'SLOPE GPM 1/4'SLOPE GPM i (INCH) @ 1/I6"SLOPE @ I/8"SLOPE LEADER(IN) SO.FT. GPM DIAMETER 3 340 480 2 1098 46 3 1644 68 2320 96 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 5 1250 1760 3 3220 134 5 6680 278 9440 392 6 1920 2720 4 6920 288 6 10700 444 15100 628 4 4 1 ! 1 I 1 --_--_--__.__-..__-_--_-.- --�--� i- � y _r-r_r_r_r-r-r_�._ ________. .--- -_--._ ___-'-, tlrl r _ r �V t I i ROOF AREA: 1724 SQ. FT. AT 100%WATER RUNOFF:290 CU. FT, PROVIDE(2)8'DIA.X 4'DEEP DRYWELLS I W I 1 1 8 FT X 4'= 169 CU. FT. 12 ` -------.- _. f �._.,__-_ ----___----- F. -' I , I TA DRYWELLS CAPACITY:338 CU. FT. ' r r (�� - `--------------( 4 ; Yl i ' F/- i t ' I L O i 1 I f• , , OGEE GUTTER-STANDARD S" NOTES: ; _ rxv N EXISTING ROOF SECTION TO BE 1).EXECUTION: , ! REMOVED FOR NEW WALL PLATE ' ' �+ A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. I , v , , , , u + , 1).INSTALL 2X6 DT 3 COLLAR TIES AT 4G O.C.AT ADDITION,INSTALL 2X6 Q HEIGHT SUPPORTING ROOF , COLLAR TIES AT 32"O_G AT EXISTING ROOF RE-BUILD-TIE NEW ROOF .� C) 2).PREPARATION: I 4 r--- - tI STRUCTURE.ADJUST ROOF PITCH 4 ' TO SOUTH SIDE EXISTING,UNDER EXISTING RIDGE, ' i ,Q � � I , , ,__ __.. , A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. Q i TO TIE INTO EXISTING RIDGE, B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FORACHIEVING THE BEST 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVlN12ED C). PAINT CONCEALED METAL SURFACES ANED SURFACES IN TE UNDER PROJECT MILLAAR NS. ; ' ; ' LAG SCREWS WITH WASHERS AT EACH RAFTER. METALS WITH PROTECTIVE BACKING PAINT. 4------------—----------------- ------ - 3.INSTALLATION; + , , r , ; I 3).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1'TO 2"FOR EVERY 40'OF RUN, ; + ; ; ' + ; 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND EXISTING RIDGE TO REMAIN 2).SHEET METAL JOIN LENGTHS WITH DERWATE;MGffrTERST JOINTS. 4 ; ' DIRECTLY TO THE DECK ALONG EAVES. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND r ACCESSORIES. 1 ' EXISTING RIDGE TO REMAIN B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP]DINT 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 3). CONNECTORS. ✓ / / j / / // , ; ' / / ;/ ; 4.12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. // / I 4).PROTECTION: 6).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS Q Z I , /' / I / _ ../, / � O A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROIEC. 1J/ WITH ROOF AND SIDE WALLS(TYPICAL). 6).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL // COMPLETION. / ; // / �� f / 1 4 / � � ,// � , 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. ?��i W a- UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE �•�i Z z WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS ( W W COMPLETE. ,�.�t En W VV 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. Zi/ USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT N , / 4 --- ----- --- ,l-- /« LEAST 3/8 DIA-HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. ct ' -- i _,�_ /, / USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT c_____ /�.__.__,_/___ _ _ _�r �/_ CUTTING INTO SHINGLE SURFACE. E PROJECT NORTH ` D ROOF PLAN C4 '; "' �: RAWN: MH/MS " �;'' SCALE: 1/4"=1'-0" A v, i? 1 4" = 1' ", JOB#: S SCALE • � M "�: v March 27,2012 � v SHEET NUMBER: r 00 A_7 s 0 e o REVISIONS 1-3/4 1-7/8 3"0 ROOF VENT 3'0 ROOF VENT ML RIDGE 3 3 2X8 DF#2 CJ @12"OC 11/4 11/2 1114 11/4 1112 1114 •—_ __-- W.C. LAV. W.C. LAV. SHO R SHO R RQ Gd V" � OR AT11 OR ATH �I 2�10 F2 i w ;s. 2 11/4 C.O.I 3 11146 C.O.2 3 O I —_ _ — I j a I f O 3 to Lo --- -- -- - �� CD 3/4"SUBFLOOR OVER TJ1230 WOOD-I F1 @16"OC P 1 ti "'V, 1 114 1 1l2 1 1/4 1 1l4 1 112 1 1/4 a m SINK SINK W C LAV. W.C. LAV. 13' D.W. W.M. .r Fn u1 F.A.I. SHO R U 00 OR ATH O '•�-+ Aj 2 1112 3 11/4 11/Z rL 00 s 2 3 11/4 — U eN C.O. I C.O. )C. . �+ 3 3 +G 3 0 4 i ��---� - - — 2X8 DF#2 FJ @16"O 3 4"SUBFLOOR 4"C.I. TO APROVED SLOPE"114"PER FOOT PITCH TO DRAIN HOUSE SEPTIC SYSTEM (3)1-3/4X7-1/4 3)1-3/4X7-1/4 TRH ; ML GIRDER ML GIRDER ; 2X6 ACQ SILL PLATE •;: z o. TERMITE SHIELD o, PLUMBING SCHEMATIC SILL SEAL B"PC WALL Z z W ;`, STEEL LALLY STEEL LALLY DAMPPROOF EXT. O N.T.S. COLUMN COLUMN O v —- - — •, 4"CONC.SLAB E--� �Qy; •.2v1•vP' •.S 1'v.� i A W W 1-3/4X11-7/8 ML RIDGE 30"X30"X10" 30"X30"X10" 16"X8"CONIC.FTG. { CONC.FTG. CONC.FTG. (2)#5 REBAR A U EXIST G G 10D 2 2 12P E #Z��@,60 @12 C 2X10pF SECTION A-Acn 1 SCALE: 1/4" = 1' O — - — 2X8 DF#2 CJ @12"OC 2X8 DF#2 CJ @16"OC O Q H cn ®C1 b® 0 ` 24'M 4" ♦ 1 1 ofl ` 3 4"SUBFLOOR � ) { r • � 41 — _ - — 14"TJ1230 WOOD-1 F1 @I6"OC / EXISTING t t r 't I /t I /f 1\ *10 STAINLESS STEEL OR GALVANIZED II wmmsc"iroc ®� zac I ( I I f I 12 I i I 'ILJW O Il 1 l sxEnr"t"G ` ) , 1 ) ' ) I Z Q- O 314-APA PLYWOOD 41 z z I / 1N , I 1+ , I 1 I /2`GRAW -PL.MnMAWNG '1 + , ' 1 ' W W 1 ' 1 t 4� , (ALTERNATIVK;7n6 O.S67 1 / 1/T) j APA RATED S+ } HEATHING N la, I �) I i I s I� r I i I I� A TERNAT VRE 7/16'OSe N t `J 3/4 SUBFLOOR OVER 2X4DFr2 t ( t `It I /t I x1"STAm(ESSSTM _ OR GALVANLU _ ` 2X8 DF#2 FJ 16"OC sruas I ` ( 1) f wNwsH�ERsmEwac -- -- EXISTING t ( l 1 t f t t (' 3 1-3/4X7-1/4 ML GIRDER 4 IIff I I , I wi NDowsLL TYPICAL WINDOW ( ) ORGA�VANMD� 1 i N i I N (LESS THAN 4-,O_ U 2X6 ACQ SILL PLATE f f f f WASHERS 012'D.c I I D, TEMITE SHIELD C w000saeLwsw/ f f I k,• ' �►'� Z ,y .1 SILL SEAL ,♦ muLT@fEPLYM70DASQ�LiES TYPICAL DOOR OPENING ', X .. oRGu.vER earswJSSsH (LESS r n— ' + 8"PC WALL 2-2X4DEA2s wsco"NEcrED +d� 3� 1 . « BRAWN: MH/M5 STEEL LALLY TDGETHERw N LTSl STAINLESS EE W SECTION B-B AND ( Fkv „ r �� DAMPPROOFe; COLUMN a HUTsoz•racI. •. � ;1 t _ TYPICAL MULTIPLE OPENINGS 4 NM ^ ' SCALE: I/4 —1 0' V i — ORE THAN 4'-0X8'-0"OPENING JAB . SCALE. 1/4" - 1' �' ' WIND-BORNE DEBRIS PROTECTION FOR WOOD U q March 27,zolz SHEET NUMBER: AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION USING IMP gggg G) 4"C NC.SLAB WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANE 7/1fi" •. . AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILD,*".�Glftiv�NEls SHALL BE PRMff TO v.•'�. COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1fi09.6.5 AND TABLE i5D9.14 OF N.Y.S.RESIDENTIAL •' • t'o.• ' •= CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 16"X8"CONC.FTG. 3=30"X10" ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT 15 TO COVER. (2)#5 REBAR CONIC,FTG. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. REVISIONS NYS ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION,IF APPLICABLE,MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, .ss WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. S check are Version _ .3 1).INSULATE HEADER UNCONDITIONED BASEMENTS: • • .< ianc, nmc 2).SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1).INSULATE THE FLOOR ABOVE THE BASEMENT.REFER TO PLANS FOR REQUIRED R-VALUE. C. ;- 3).SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2)•INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOORVmplm9t o 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 1N 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: PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: e 2010 New York Energy Con 1).CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. Cl'sf3' m 4x* SEALING PENETRATIONS: 2).APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. .New Yc* N ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3).CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING 1N PLACE. , Combu&m.TVW . Single Fangly BE SEALED. 4)_CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. - U ffeaft Degree - RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): Mm . � m H RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1).INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS,ALONG CONTACT{"IC"RATED),AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER,AND FLUSH WITH SILL PLATE. o INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2).CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. - ^�- - " °' t/] r O co SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS 1:4 u STANDARD OF 2.0 CFM,(ASTM E 283).UNITS WITH A LABEL THAT REFERENCES THIS 1ST.FLOOR DECK: ASTM STANDARD,MEC OR ECCCNYS MAY BE ACCEPTED.THIS REQUIREMENT CAN ALSO 1).FULL INSULATE JOIST CAVITIES. V BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2).INSULATION TO BE SUPPORTED WITH WIRE RODS. NY 11.��� � n SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: ' 141P1t?.11 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. 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: 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. rho* bftt I* Ct& tivwr.%"U tt owh*A*b ,, +ice 3).PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. it Ommo moT womw Ah dt"MWOW aat 06m ntav*to* it b0ow, TUB/SHOWER UNITS ON EXTERIOR WALLS: 4).TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. V� PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT.THIS INCLUDES ; 'z INSULATION AND VAPOR RETARDER AS WELL CAVITY SEALING ON EXTERIOR WALL: • ® ® ° ® • • O SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. •• ® ®A ® HEATING.VENTILATION AND AIR-CONDITIONING(HVAC) H EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: m..j HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1).SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR i' +� A)m� 21'D 91.0 31 W HEAT LOSS CALCULATIONS MUST BE DONE 1N ACCORDANCE TO ECCCNYS 503.3.1. 2).SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. WAR 1: Frame.16"ojt JECO 19.0 0.0. 30 w U7 3).SEAL SUBFLOOR JOISTS WITH ADHESIVE. HVAC SYSTEM EFFICIENCIES: t wow Fram�, 1� '�.2 alga . 2'� THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN 4).SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING.THE I-* ECCCNYS 503.2.NOTE THAT CODE-MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. : ...21 ELMO 6 � 0--7 MINIMUM EFFICIENCY STANDARDS. F1 ;IF0-p �`L3 t9.[� �,0 3+� ATTACHED GARAGE: r�+ j 1).IF LIVING SPACE ABOVE,SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE Ft' P' � 45 Q;� :.13 0 HVAC CONTROLS: CONTROLS MUST BE IN ACCOR CEILING WITH ADHESIVE. DANCE WITH ECCCNYS503.3.2 AND 503.3.5.TEMPERATURE cm i:. OT. 'i 21.0 �}. �:5 Z U CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM (FOR HEATING)AND/OR 85 DEGREES(FOR COOLING).THERMOSTATS USED TO CONTROL PIPE AND DUCTS. ceing z caftiedracelfrig 15 HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE(OF AT 4)3). SEAL ALL PENETRATIONS THROUGH BLOCKING. Z .PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY Z LEAST 5 DEGREES)WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. C W SUSPENDED OR REDUCED.SIMILARLY,HUMIDISTATS MUST HAVE THE CAPACITY TO Jam' �� �laM 1"a PREVENT ENERGY CONSUMPTION(SUSPEND OPERATION) BETWEEN 30 AND 60%RELATIVE ca Wh cm The been to met 2010 New York Energy Cmisma8m, H HUMIDITY.HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR DROPPED SOFFIT ON INTERIOR WALL: USE PLYWOOD,DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING,CAULK AT G' r' It REMWWV 4 and toYF b 1xymqu�l1�. 1be RE Q TEMPERATURE. TOP PLATES. Q ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED.WHEN THE SYSTEM IS SHUT DOWN,AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1).SEA!ALL PENETRATIONS THROUGH THE AIR BARRIER. DUCTS AND PIPES: 2)_HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN FRAMING INTERIOR SOFFITS OR UTILITY CHASES. 3).SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. UNCONDITIONED SPACES,AS INDICATED IN ECCCNYS 503.3.3.FLEX DUCT MUST HAVE R-VALUE LABELS ON THE OUTSIDE JACKET(ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF: DUCTS AND PIPES IN UNCONDITIONED ATTICS,GARAGES,BASEMENTS AND CRAWLSPACES 1).SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO 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: 'NsulUy'�N'"TE' Q z DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK(ECCCNYS 503.3.4).ALL PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE FULL LOFT: W I 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 IN MASTIC. NOT ROUNDED OR SCALLOPED AT EDGES. W 0 TAPES MEETING UL 1B1A MAY BE USED FOR RIGID FIBER DUCTS.TAPES MEETING Z °" UL 1818 MAY BE USED FOR FLEX DUCTS.DUCT TAPE IS NOT ALLOWED FOR DUCT FILL THE CAVITY: Z Z SEALING. INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS,PLATES,SHEATHING �I-� W im W AND DRYWALL.IN CEILING AND FLOORS,IT SHOULD BE IN CONTACT WITH THE DRYWALL O WRITTEN MATERIALS: OR SUBFLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. N th C7 WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES: N WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102.3).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. Tme M 0 R2 EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS.G.C.TO CONFIRM THAT Dat3 SWUME THE FAN ACTUALLY WORKS;USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT DOCUMENTATION OF R VALUES: I Uri "`�"'�iwti•«' � AS POSSIBLE.KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY FACED OR UNPAGED FIBERGLASS BATTS,AND RIGID FOAM INSULATION MUST BE „+ J6tj• e IF THERE(SAGAS RANGE. INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. G�f � ACCESS OPENINGS: DRAWN: MH/MS VENTILATION: ATTIC HATCHES,SCUTTLES,PULLDOWN STAIRS,etc.MUST BE INSULATED TO THE ALE: 1/4"=1'-0" MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND SAME R-VALUE AS THE SURROUNDING AREA. ` SCALE: #:THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICALL+•c a VENTILATION RATES. {'�,�' '' : March 27,2012 CATHEDRAL CEILINGS KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM r SHEET NUMBER: INTERMITTENT OF 25 CFM CONTINUOUS AND 1ATHROOM EXHAUST FANS SHALL HAVE 1).PROVIDE 1"CHANNEL FOR AIR FLOW ABOVE INSULATION,UNDER ROOF SHEATHING. ^;•;y ttf , 2).PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. �. ak, REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTUIRE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • ENDWALL RAFTER `NALL STUD ,t . CRIPPLE STUD i BOTTOM PLATE RIDGE LEDGER BA7HTUB a • HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS fe FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 BOLD DOWN CONVECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS 7j BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON EALLOPEHINGS ON USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUFABER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH SOT. PLATE OF 2ND FLOOR AND TCP 2ND. ADS5 NINGS LSTA12 1-1 4"x12" 20 0. STRAP APPLY TO EACH JACK STUD ROOF L5TA24 1-1 4"x24" 20 �. STRAP APPLY OVER RIDGE TO EACH RARE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / 9 2x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER r~i FOR .JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N THE FLOORS TO EACH OTHER W/ THREADED ROD. RT3 OR RT7 T=WN A[ICHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC � Cyr WALL STUD 1p "T" U Ln THROUGH-ROOF EXHAUST •� a VENTS SELECTED AND �y H METAL STRAP ` LOCATED BY CONTRACTOR w c Z tY U VENTILATION CHANNEL U 4.. H RIM BOARD - RAFTER AS REQUIRED SILL PLATE(S) ' RAFTERS MAINTAIN w ti VENTILATION WOOD JOIST > U FOUNDATION - TOP PLATE BLOCKING �- 2x4 LEDGER BLOCKING °J s 2x4 SOFFIT JOIST STARRING TO BE ATTACHED TO WALL STUDS LIDS ATTIC SHALL BE PROVIDED WITH A I-" AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING AREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER ♦ THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. ♦ SHALL BE COVERED WITH CORROSION- 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ♦ RESISTANT METAL MESH WITH MESH CONTIN. SCREENED VENT ON ALL OPENNGS ♦♦ OPENINGS OF V INCH IN DIMENSION. CONTIN. SOFFIT/ EXT. PLYWOOD INSTALL 4737 ♦ LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x3O" 18ga. STRAP AIJD JACK STUDS CONNECT TO ONALL OPENINGS / .♦♦ 4" - 6' RAFTER RT10 10-5/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND . INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS F14' - 16" LSTA36 1-1/4"x36' 18ga_ STRAP AND JACKSTUDS ♦♦♦ ♦ 8" - 12" RAFTER RT20 21-1/8' x 20ga. IYDOWN ANCHOR EACH RAFTER 17� ON ALL OPENINGS ♦ ♦ O 2ND. FLOOR WALL / , �•♦♦♦' t"i ♦ ~�� RAFTER a WOOD JOIST TOP PLATE GIRDER/HEADER /t-1 U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST 1 AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USE NUMBER DESCRIPTION APPLICATION ~J O H r�] INSTALL 4'0" O.C. 4" - 8' LSTA36 1-1/4"x36" 18go, STRAP AIID JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION 0 Q ON ALL OPENINGS CONNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH u INSTALL 4'0" O.C. RAFTER/PLATE RT15 7YDOWN ANCHOR RAFTER TO PLATE THE PROPER STEEL COLPiFITCR. IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACk STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE AtiCHCR PLATES TO EACH STUD ^^ DBL. SILL PLATE TERMITE SHIELD ' ,-- SILL GASKET d _f _ • r I / r TYP. CONIC. FOUNDATION ( A 6 MIL. POLY ,� r DAMPPROO EXTERIOR �, GRANULAR FILL r r r r • Vy 6IdIL POLY ONN EXTERIOR • V STEEL COLUMN ,S 11 �, _ � •- t r v ? ♦ a • a ` s 1 Q a n CONIC. SLAB ( •° 1p•'1 v // �,\ `�s V./ e V (♦ ! ♦ COMPACT FILL sA r % v • • • ° r w KEYWAY FOOTING • a •. CONC. FTG. USE WITH 3x3 SQUARE WASHERS • s O ANCHOR BOLT CONNECTION • (USP LBPS58 OR BP583) ` Q Z �• �� p Q REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT i 0 DRAIN TILE a p ANCHOR BOLT CONNECT)ON ` SUPPORTING MAXIMUM SPACING _ SILL PLATE TO FOUNDATICII i STORY 72" OC r O (CRAWL SPACE0 FOUNDATION) W Q TYPICAL CONIC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATI011 z a- WHERE STORIES 36" OC �^y,l/ WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG, CRAWL SPACE OR FOUNDATION) t, . z z NALL BOTTOM PLATE TO FOUNDATION "'�"'� SLAB-ON-GRADE 1-2 STORIES 57" OC m W N� C) rW ' �SUBFLOOR �j r v IN CONC. SLAB t�l 6X6 10/10 WN'M DOOR FRAME s-iF GARAGE JOIST COMPACT FILL �•V F DOOR F ( USE 2X8 STEEL BEAM F ^� FOR SLOCKOUT 4- SLAB 'd ' P.T. PLATE �/ W/ 6X6 WMM SLOPE r%,, µT V • • r / `% • 4"DRIVEWAY ��^ NOTCH Jn1ST AVID ADJUST HEIGHT iy + .'"• • ♦ 4 1 • (WITH A HAILING PLATE IF NEEDED) ' �• ', ' °•' ! •` -° 2".•.• ►• :. •• •• TO BE APROX. 1/2" OR HIGHER THAN G ADE • a t�-'a''♦"v'''ti `'.��•_° t�0 so a0 • �'• • (PROVIDESTEELSTRAIPPIHGA TO AOOKEEP d01ST5 AAA ' 12" . ♦o =* !r fiY.6 W-W.M. a •; a--',—a ��• _ru �a •e •a — "j DRAWN: MH/MS �� ' :s SCALE: NITS IN. a♦t a • " t•° ° n r °O s.o • ."„ �` <I REINFORCING BAR JOB#: T ; Jr!•` Jt REINFORCING BAR ��. • a •• O •O • — � ' '' � DRAIN TILE S ) 12" TEEL :{�:# March 27,2012 L � •~ n+)� SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. w ,w i., ♦ y' + REINFORCE FOOTNG WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT '�' r � 1 T gyo-- rL . . - 1 REVISIONS 2xtt JOIST DETAILS t1 Plate nail Plate nail-16d(3-1/Z") wall-at 16" ALLOWABLE HOLES •TJ I Joists box at 16'on-center' �on-center box at 12"on-center INTERMEDIATE BEARING *12 nail•8d NO LOAD BEARING WALL ABOVE loot panel nail•8d(2.1.2") Load bearing or shear wall mon at 6" common at 6°s2ntentern above(must stack over watt ^'°'`Ndr"A"k'' sae raN,a iat/J^hsk Web stiffeners surd se.r.bl. snTaw.a weeah-n.kln below) s""retie ad.hetdw one DO AtOr 1"or 1-1/4" required each side gjoddn orals Load from 1-0/4"Trus Blocking at B3W g p mr or ord n 8e. Blocking above Tntt Joist Joist rim anal may be required with panel rim board* board 2x4 minimum shear walls above or squash below•see detal161 i-1/" t 2 x D o t 2,s Di ce nail-Lori(3) il-loci(3") blocks 6' m",m„n, box at 6" 6"teron-center* Table A-End Remove tongue and groove $1 Bl 1/16' LVJ'ib ralxf/r DO NOTcur holey m-.Alyea•from Floor panel edges Bain aty Mi mssm distance from Supporthole to Millie face of nearest end su reirfurcemeM- _.' s o supported lit I"sling. to 8d f2-1/2") Web stiffeners 2x4 mint rnJm ROUND HOLE SIZE S ARE OR RECTANGULAR HOLE SIZE insure quality nailing. stall proper paneblocking re uired each s9 P Tit 2, r 4^ bin apart n• t3^ r 3• 4• a-I can n• ta^ TIT rim common at 4" crash giblitheanklgartendr *Conventional construction code minimum for on-centera to support all panel q blocks th A3 on See Trus Joist Framer's edges side at BiW andH 82W Vse 2x4 minimum squash 1O '-° '-'AlMot have 1-3/4'minimum A33.1 3.2 W3.3T '�Guide orA3.lA,?3 installation See Trut/olst Framer}Pocket Guide for alr-• s-a: r •-v2•" "r \�// 34 B2 $2 $33blocks to transfer load s-tn's ficattana G/addNowl installation rAcatiom.. O 8 O® O 3° r ;' spec' around TJI joist 260 r o TIT 61-'r r-s^ •-a' s• i 6'-0"length of noo 1' T11 joist 8"diameter maximum hole Nail Trus Joist rim 21, 4'-0"length of Be diameter maximum hole reinforcement and for I1-7/8'-T6'deep board to blocking Attach reinforcement 36 3/4" filler block Use with connections to joist with one 8d 560 Web stiffeners 8"diameter maximum hole for lock/8"pane deep Dlter ma panels;6" equivalent to (2-1/2")common nail at I '' required each for 11-7/8"•20"deep reinforcement blocking panels:6" 4`-D"length with diameter maximum for 9 Nail through 2x_wood backer I _ , on one tide at 9-1/2"and 11-7/8" blocking panels 9-1/2"de decking schedule ach comer and W 2W r side at ElW blocking panels;6" diameter maximum for g P Taus)Dirt O E2,both sides blocking panels 9-1R"deep TJI joists. or shorter than 12"long Attach reinforcement TJI joist web with 2 rows Lori 360 1' r n• '.6• s' x- s• e' diameter maximum for at E3 rim board Blexkin eel between locking panels 9-1/2"deep or shorter than 12"long. not cut flanges- to)oast with one 8d g Pa Blocking (3")common nails at 6" I' ' r 2-1 ach Joist.Nail to top panel n-center,clinched.Use s or shorter than 12"long, not cut Flanges, each comer mom nail at plate with connections 16d 3.1 16 ` �•+ M Trus Joist ( /2')nails with 360 t LDb not cut flanges, rim board equivalent to decking 3- "TJI joist a r r- a spin TT +s• Ind r a r s•m 1d- rr-m Ira V Tres Joist schedule. rim board ttach 12'length of a widths. reinforcement to le +" a• a ID• u• Is• aa a• e• ID' u• rs• Ir 1•J M fr] 314" 12*length of 36a r reinforcement I. ttachrein£or<t3ment 3/4" - r n•rus Joist rim joist web with 3 on one side at . .to joist with 8d(2-1/2"} rows 10d 3" reinforcement za - board ( ) E5•both sides 560 'd 1•-n• rd r r s I Jrs• rs-• •i.i K common nails at 6'on- common nails at 6' at E6 on one side at Wood � U � Z A center.When E7,both sides of able B-intermediate or Cantilever Support v .. m o0 �• on-center,clinched- backer sus N•a • Face grain a+sue reinforcing both ti-Dom Use 2 rows with 9.1/2" at E8 afl toot s Mina um distance from ed a of hole to inside face of nearest intermediate or cantilever su rt sides,stagger nails. a+' Less than Less than \�' met clo, \oaZ ^Z o El El 88 O Fwrizontal gg sn and 11-7/8" 5n �• �s ttr ROUND HOLE SIZE S ARE OR RECTANGULAR HOLE SIZE U T3, E2 E3 E4 TJI joists O E6 E7 ES 5. Fi `Qo�C too�tol DrPIH Tit = r W a B-i it- I3- r 3 r b-v il-w n• is^ tin, Not for use with 3-1/2.TJI no r•' 2.4.1 V-M T., r.^ w s joist Flange widths U 4Im ' 230 •-6• 4'd111— %Veb �6' r-• �'•I Filler block Attach -LL R�IV p 3. . with ten 10d(3")box nv - nails,clinched,Use ten WEB STIFFENER ATTACHMENT 21 16d(3-1/2')box nails from EXTERIOR DECK ATTACHMENT pt n"r/e• 23, _ Option#I, 1-1/8°m'tnimum ° each side with 3-i/2" Structural exterior Apply sub2floor adhesive to all T11 Joist blocking with end 60 '' ' stiffiners TJI joist Flange widths. g 2-3/4"maximum sheathing co/nlact surfaces cks installed at 1/3 Dirt 11#2 no 11 ' SW - r rd rd ma I.- required if sides of Use fifteen nails with j � m0 d r rd •.b• '-m spin 'd '.m i d u•.6° 'Backer block s n locations using Three Bd ]hanger at not laterally 7JI joist depths InI g 1+• 230 I Install tight to top Beads ate: Flashing o 8d 2•iR" (?-/2")box nails, 36o r-^ tar r •-6• a'-W 12 6- support at least 3/8" greater than 16". flight tS PI ( ) dinched 2'd 4•- I•d u'-m flange to Flush late with inside '6P box naps tx 6° of TJI joist top bottom Flange with face of wall or beam Treated 2x_ o\ � +• 2•ll2"screws, Three 16d(3-1/2}brut nails • , -•-LIL ` ' flange face mount ledger �I3I $zna typical Il#2'� at 3-I/Z'TJljoitt Flange widths IV 36O 1, .A. a.6• IT-• •a I4• " angers)-Attach Web stiffener each sbv ra• rd rd 2•.6• tar 1•a Ise• r m rpm s'b r.m i•rb• Id re'd with ten 10d(3') See fastener Trus Joist Opts n#2: aria-See sizes Top box nails,clinched table below.Maintain rim board U 4• 6• a Ise u• IS- rr 4• 6• a In' W is• W flange when possible. 2'distance(minimum)from 2x_strapping installed below. T (� hanger edge of ledger to farmer. at 1/3 joist span Tight fit rr 3ao _ b" . i i•d S4 I d 16' '-6' 11•' 16' 1Wd 20'd locations using two 360 ra• n•d 's,e•I r r- l'-m n1-1O Face mount acker block \ 2-1/2'screws per joist W eb Stiffener Size W eb Stiffener Size �'' s r r-n• 12, • ms ra u'd Allesw•aMe Iva,/Fadatd Resista,tce(Ibs) p I-1/2"1/2"x 2-5/16"min -5/16 7!8"x 2-S/16"min Rad.N.W hd„ba nn m.,furomenl a bngcn ad". hanger' both rdet Fastener tion#3: 1-3/4'rim bomi 1•r-Itim'" ,l g Holes may be located.erticaBy Asir.+re within the web.trove 111r d web(minMnan)M top and bottom of hole. of web with direct) applied ceiling single TJI 3/e"la bo 40D/63a N A./N.A 1-3/4" 5/8"x 2-5/16"min 2-1/2"'1"x 2.5 "6 minimum //�� W lag bol 475/750 325/N.A. err)speclffed on the layout"one or more of / n Knorkotd,ant located in web at approximately 12'on-center;they do not affect hole" �f Hl H2 joist H3 i a a 1 .A buubk Wad d lnmine n xnrd nv WM AL 12s pB a Mine bracing opXons shoum ILmustV be O 2-1/16"3/4"x 2-5/16"min 3-1/2' 2x4 For simple Placement I�Lft/1 .em�mrydram tanwws r ydred sot w.sK«w:e �1(J Ale span(S Talk j IsN/amly loaded joists meeting the vp u i m d d o othe Trt l lain product Asides,one yy,arbone nffddlgd madmum dz.sound lade inry be located M the ee,t.•r d the{Din span provided no other hales occur in the jdd. )�••I Distances are I—A MI the maximum—Horn loads drown in ctxrmt Tea bid product glades.For other load conditions ce rT hole ronfivintloas contact yow Tex Joist represmtalve. 1'�I BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE dianneer,the hatted hot.(minimum) B BEARING AT WALL WINDOW HEADER CONNECTION WALL foist Framing 1/3deptD �' z Anw«hole Strap per tone • I•--a Trus Joist rim board topa code If • C O or blocking for t Blaxilh6 Cut only roundhnhrand U lateral support on Plate is not a v3 ekptlh • b,rhe•c rarer ort,raM, PP continuous over header pan.) n'^tafetyt G lingon-(Ix4 umj at a braceder and 1/3 span Allowed MIe inn, t/3 span ROUND HOLE CHART �D E1 mext<nded b d braced and BEAM DtPIH MAXIMUM Pp0.1ND l�-/! Silent Floor joist framing -11 H01E tzE Fader at each joi,t with 43/8" I does not require bridging Rd(2.1/Y)nails minimum . For ss.iformly loaded beams eNy. sl/1" la/4' or mid-span blocking (see WARNING). R. 7-1/4'to 20 2• O s • P g daehgsdar holes m tot allowed F1 Top ange • No hulas In®nmlevars. t-awtm aah he Allowed Hul,zone O hanger Face mount H2 P No hda In hinders a beans in l..k orientation. _ Ll ~a4 V Parallam®PSL or hanger oo NOT&k-1wtf..v Al TimberStrandill, `k� ea Rim board J." �� LSL Column O L3 See current Trus Joist otect untreated wood from direct costa waft E2 bear—.td� TJI JOIST ATTACHMENT at BEARING literature for framing zsdth concrete connectors I q3 I TJI Joist to Bearing Plate Squash Blocks to TIT Joist(Load ^ \/ Tms Joist rim sward bearing wall above)g I A One lad 13.1 box CONNECTION OF MULTIPLE PIECES OF semi a,h mum be udthtn Wait Into each A.I g. BEARING AT COLUMN TOP-LOADED\l BEAMS(1) watt arise ed(2-1/1.lt M1 1-3/4'Width Pieces: TJI ma Told ride.Drive all, at An angle d Minimum of 3 rows 10d(3"x 0,128")nails at 12"o.c. O T.Joist at',/2,I-i/r bom rim board Ind. 1-3/1r tlW lmum b.adng V Parallam PSL or Minimum of 4 rows 10d(3"x 0.128")nails at O a and svppnn;3-lr-Verify ELEVATED COLUMN xrean at mt—chute 12"o.t for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE sttppoM ' Timber5trand LSL ep '"'" column if using 12d(3-1/4")or larger nails,the CAP BTI LI sheer in-mnr C---CJo.,A,,Fd ka re capacity an am number of nailing rows may be reduced Optional HI Anna parse/noNnsAsd MUAe *ring length. by one. non-shrink See current grout 62 Rim to TIT Joint aI` Trus Joist 3-1/2"Width Pieces: Tn Jvht dm board or literature- Minimum of 2 rows 1/2"bolts O VJ at 24"o-c.staggered 83 )oserOne Illd(3-)pox 1-3H•wide TJI eon ni LAW mod b.appa,d.wnly arson tlarx IsaR auto eedl range 3-1/2'wide Tll rim ' IaToa ran wisp 1 TII floor bon Wdh QhaW,e.arc connedl"m ne ddeamd,d beams. O (77 box, 11s,one eadh loin O p 2-l/l6•-2-bn6"ode dde d TJt jokt flange Q o Additional nailing orhoWng may be required with mina Use Bl or'62 at 1 rim joidone 16d ,„ LS Pl O O gq bids 13-v27 box na l into um - Lb side-loaded muMp/e member beams.Rein to current PZ P3 ,,,�g(,N„�;,,B tertnedlate bearings *area O z product literature- Emd djdm Panels toad bearing or shear rn tt triwido Top)net.' aattr ine wall from above O � l. Brx."f end wax BEAM ATTACHMENT at BEARING W O FASTENING of FLOOR PANELS see Irate 3 under TW%laid rim board Z 11 Closest b—center spacing per nd L WARNING Z Z Nail fix Tit Tnls Idol rim board 7lmb2'ar nd er Hl One lad(3')box Z W Mlupaaln lVl Parallam PSl —1 mxh side d W W alb and 210 230,36D and 6 1" 1.1/2' 1.1�`a sxider i mam(n at peanng, ed(2-1/2")boar 2-IM 2" 6' 4' • ad(2-1/2")cam— 3 I/2' 2" b' 4• 3" 3" ;• at 1-1/2".10—dom end ibd(3'),12d(3-1/4')box 3" 2' 6• a^ INSTALLATION TIPS N co (� 1Dd(3•),I2d(3-v4�arum 4-ir^ 3' 6' 4' 4' 4" 4" L9 Drive nails at an Je.e danrhg p//IrapplkahMJ-Aam pock, Ssbfltxx adheslsK will improve now penfcemAn 0•b t angle to minlmt2e Luldr fnrrnrrsMhum eiMslWash—,Ar-beefrs� N T" 16d(31/2")common N.A. 4' IV 6"''I 6'"' it 6^ may nd be req.[,,d. xterfor Deck splft t of plate M��A)c[x:,axenlaronYm:nwi:Amw•imwnnadprmrrsacnoar-ta'In:oraravrwvedae. lrJlheniom,Andoubledatnws load beahtngp—Ral U ttaehment Ruxpinin<nded nail Is it--ft,h Auld Red 6•—emer Along A«ptumNo a Wrt the u 4dNh of the waR N tiructhaal a sheathing edge.N,6ung requinonents on<m& m daw m .d asgs siparwda Additional solo at plumbing drop flee datax he l. DO NOruar ras"r1 lumbar r.r;omm.ndadons, Nailing rows mud be pf/set at Ivan I/J'ant staggered. /MN board or boding. VIA R N i N G I4 ga.stapler may be wbsatuted for ed(2-lr')Dells It minimum ps,k4rahon fawn Wn,!may rhAnk of 1^Nov the TA joist a din board isadee-cl. Pm.4 Asft-I acmaat/nn. }—� untreated wood SeeALLOWAxIE louts are unstable until braced lateral Fadhed W sp-.g der touring per Row bom dreg HOLES 9radn includes- I.,Maximum an,sg.1 nails I:s t«Joist Widths 1-3/4"w Ica:IS on°mh[a contact with H3 g I.,lmlt widths greater than 1.3/4":24•ayeenfer tonaNe A111K g -slheething Hanger, •RIM Board DO NOT all6 w woe err to walk on ,sine unas .Rim Jsen DON building materials FILLER and BACKER BLOCK SIZES Joists s a ` Stack only Shifted tdit aaiw,al ,t<'. i,y DRAWN: MH/MS TJI Flange Wdihs 1-3,4' 7-1)16• 2-5/I6" 3-//2' joist until braced •'^' �y y Plumbing drr+p Bearing plate to tN11/RYMAY RESULT. .4r SCALE: NTS Dryth 14• 9-//2"or 14"or 117/a 14-a 16"or 11,7/B"14'a 18`sx be nosh with inside �Wer WARNING NOTES,• ,ib" it-7/8' 16" 20' I6' 20' hWocksaralblocai erBusiness i'• ' t, ,ry')t' ` t�yc. y squash ng panels sa"d kind face d welt a h> I•• sU"•'" Filler Bbds• 2x12+I/2" Two two Two sa."ticai load(details BI and a2).Paddog out the beem Lade of a»ream for proper bracing during COItr[V[tibn can result 7s dents. n i if the JOB#: following guidelines are observed,a avoY zx6 2xH 3/6' 3(E' 1/2• 1/J' sh<aM web of,TJI ioid(with web stiff 1,not A y,,. ..� •ig,. 3 March 2'l,20I2 (Detax H2) fieamin hea N heaths th..Mi hs 2x8 2xI2 a D t lUle fa squad Works or bloding panels. 1.A9 N«ix g.h+x rc rim boasts+nd nm)rim n tk end<p ins d he T jdd Gentlever FUJ 'IA 2x10 2xething 2heatta 9" hfithing hI0an2' Nd iL—AwagM,bba h-W eW w,uommday sin m,e dedabuA,d a - b 1;' SHEET NUMBER: (DetaR E41 king long sheathing G-Ving 4'4r tog 6'ArtlnB Not applicable a�.xm;,btnsd Watems+*.tro sA.nu+ams dais(shuln.gl wdm.awtnexrt4t sort: ddthe tong long 4'4)'hmg 6'4Y long 4'-0"Isxsg 6'41'tong apptiwb)c ., "•,- Bad;eraloe):• 3.L4e1,Ixang Nat W1.(m.-1 mad be*riledbab„d.ud wallwaM1, mla3 and hoe (Detail FT 3,r or br, bun Al— m ,Ann loads ih'c a w me tin r -'` d,aas; 3/4" 1"Nat 2x6 2x6 2x12 o^F ang <w+Ya or rdlwal,b N1'p,ob.blc a-„1.r II t ate• 4.fhwtANg mM be totdf Whrhad to each TR ioxt 6,sme addYMW bud ehl,b plans-Act Yam. •'•tyQ` to H2) S.Nov,a oexl erreqube softy lxs&T on Bwh the We and bottom range. •x.areleirV d-W an.J Las :6 anglrrr nAn,.A,,kw*e.�.�x al,d"r Np,:'�Pa`p'aca•+eA•rx/W'FJ.Si avSbaeke:Dlw}inglM..'wu.l a.Th"6eng,smu,t—.In xrdghtw W,A ruba"nsn d in•ft—We oirn,M. 'a e Ada.�tea.a' `t'n anA•"` ' ��"» dam�rga.J This sheet is intended as a supplement to the Teas Joist Framees Pocket Guide,which should be referenced for additional information. REVISIONS GENERAL NOTES WiND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of lod common nails required JOINT DESCRIPTION QTY SPACING NOTES In each end of the collar tie need not exceed the tabulated number of Ed nails In the strap. BUILDING HEIGHT (SEE PLANS} CONSTRUCTION NOTES: RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL 1).The information within this set of construction documents is related to basic design 2j.RAFTER-TO-WALL ASSEMBLY: TOP PLATE I WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 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 CEILING JOIST T WALL:3-8d COMMON EACH 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 W WALL:4-8d COMMON JOIST $ Y P $ g P P 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 SEC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL w 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 WIFCM-SEC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 33c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION W!FCM-SEC LAP NAIL EXT,BALCONIES 60 Ec 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 WiFCM-SEC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shalt be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-Scl COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16 COMMON END NAIL (OTHER THAN SLEEPING) 40 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 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY- SPACING NOTES GAURDRAILS ANY DIRECTION 200 TY, 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 EXPOSURE CATEGORY (DESIGNED FOR CAT.C) TOP PLATE TO PER FACE NAIL 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, 2 -16d COMMO U TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION N` a m M anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all -,,, a oy � 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMONJOINTS FACE (ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 't C�, ' o, cf 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 I EXTERIOR SHEARWALL CONNECTIONS: *� U c, c� n' P P STUD TO 24 FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U N M O m 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 2-16d COMMON .. STUD O.C. NAIL S m.: C) attached with 8d common nails at b"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Y 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS gyp P 16d COMMON SMOKE& 02 DETECTORS � � 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 V in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION CY 8).Wind load requirements shall be taken into account during construction, PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type iI exterior shearwalls shall meet the requirements of table 335a-b times the appropriate FLOOR JOIST,BAND JOIST, 2 •lbd COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 a 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER tCESHlELD determine intended heights of finished floor(i)above typical grade. SNOW SPEED DESIGN WEATHERING LiNE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP_ REQUIRED NAIL NAIL 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 B SEVERE 3 FT, MODERATE SLIGHT TO - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 11 YES concrete or masonry walls occuring in exterior or unheated interior areas. 4-8d COMMON 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WiND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE Z 4j.Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shalt be have steel connectors in accordance with table TO JOIST 2-Sd COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for Installation. SHEATHING LOCATION NOTES 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD i BLOCKING EACH TOE H 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be 2-Sd COMMON 4'PERIMETER EDGE ZONE Ed COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 9).CATHEDRAL CEILING ASSEMBLY: TO BLOCKING END NAIL @ @ poured on 4 inch thick sand or gravel fill with bxb wire mesh reinforcing.Inferior slabs BLOCKING TO: EACH TOE „ SEE NOTES:1(BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMONINTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12 O.C. NOTE:2 FOR PANEL FIELD anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAiL 6"maximum lifts{layers). P P $ 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 3-16d COMMO EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O_C 8d COMMON @ 4"O.C. SEE NOTES:1,3 attached with the above requirements. TO BEAM JOIST NAIL NOTES � Z 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section P406 of DECK AND COVERED PORCH NOTES: TO 13EAM 3-Set COMMON JOIST NAIL Z THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED W 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 101ST PER END 0 the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvanized or stainless steel. TO 1015T 3-16d COMMON JOISTNAIL Z V 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak 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: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. P P SILL OR TOP PLATE 2'15d COMMONFOOT SEE NOTE:1 Girders on concrete piers shall 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. H FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. " For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. Z 1).All framing techniques and methods as prescriptive design of 2006 SEC High Wind " NAIL NAIL 3).Posts supporting girders shall be anchored to a 12"x12 x12 thick concrete footing. JOINT DESCRIPTION O Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For Use a minimum 1/2"dia x B"long anchor bolt with washers and nuts.Footings Shall be 3 ft. $ $ $ H U 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. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR_ WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WiND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.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 Q otherwise. . JOINT DESCRIPTION Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY.. SPACING SEE NOTES:1,3(BOTH FIELDS) where needed. 4'EDGE ZONE Ed COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD � 4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE ( ) $ Sd COOLERS Bearing wall headers to have(2)Jack studs and(2)full length studs on each side of all WALLBOARD IT O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ IT O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)-All'oasts to be supportedNOTES openings between 4'1 and b'0 and 2x6 wait openings between 5'll and 8'9.Provide fire with hangers and anchors.Each Joist shall also be anchored NAIL.WALL SHEATHING: NAIL and blocking where applicable. to girder(s). JOINT DESCRIPTION QT,- SPACING THESE NOTES ARE ONLY 70 BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 5 .All flush beams/headers to be installed with heavy du atvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall duty $ PLUMBING NOTES PANELS WFCM O.C.-SBC be used. anchors where applicable to all connecting joists. 7/16"OSB 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 6d COMMON 6„O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 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 - on COOLERS O Q } on plans. WALLBOARD 10"O.0.FIELD Q ` 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. Z � other access openings unless otherwise noted(typical). FLOOR SHEATHING: NOTE: 3).if wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY O W provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 8j.Dormers running up roof rafters are to be supported by double rafters an either side P q g P P Y QTY. SPACING 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. Z t1 1"OR LESS 8d CommO 12"O.C.FIELD Z Z 9).Provide blocking/bridging in floor joists at TO o.c-.Use solid blocking in floor joists HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. W W under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2)_USE SIMPSON HANGERS AND ANCHORS WiTH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. m Ltd requirements. 3).INSTALL l-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. C�3 C:) W 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO 1F N c) o needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Section R602.8-FIREBLOCKING REQUIRED N r' equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) llj.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. 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 Genera! 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 1 Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher } plywood subfloor A L� ELECTRICAL NOTES' shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor � p adhered with PL400 adhesive and screwed to Floor joists.Finished floor to be installed P g q * Cfjr levels.Concealed horizontal furred '' members shall be doubled.or alternate connectors, spaces shalt also be fireblotked at intervals not exceeding l0 �'1=-� � over subfloor as per manufacture's Instructions. ° �► such as shear laces,shall be used to maintain load path. feet,Batts or blankets of mineral or glass fiber shall be allowed as fireblorkin in walls constructed , ' . •; 1).All electrical to be installed as per N.Y.S.Residential Construction Code. P P $ ' P using parallel rows of studs or staggered studs. ' 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and r .A � ceilings and over furnace to have 5/8"thick a-x sheetrock.All other parts of building 2).All electrical work shall be approved b a 2).When wall sheathing is continuous over connected x+ , g typ pa g pp y qualified Underwriter. 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, ' „ ;. DRAWN: MH/MS to be reduced tol-16d nail per foot. drop ceilings and cove ceilings. ` 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 P oP $ $ Jr`"•' F` ''� g P �► K-,a�� SCALE: NTS 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. d l I 3). n concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 1fy ?. " JOB#: approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch dotivn brpe material over, under stairs shall comply with Section R314.8,N.Y.S.Residential Code. March 27,2012 e"Y" SHEET NUMBER: 4.At openings around vents,pipes and ducts at ceiling and floor level,to resist the freepassage 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to ) P P $ of be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. flame and products of combustion. 1 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. A- 12 -_REVISIONS �4 ' D 0 H M CV U r .r 77771 z 0 NORTH ELEVATION � A w SCALE: 1/4" _ V a 1 Z w A A N 0 Q o Es N �. rn I-- l N oo O w C O � z a �J ( mi t� w w �i m w N M N c�3 i V / nsfw" 3 DRAWN: MH 1 MS SCALE: 1/4"=I'-0" JOB#: August 29,2012 SHEET NUMBER: EXISTING NORTH ELEVATION 111 :; ,: .✓ � SCALE: 1/4" _ '1' A� l 5 REVISIONS , r 1 1 1 , 1 8'X14'CONCRETE B , SLAB FOR HOT TUB ; 1 , I r - I r I r I7 � 1 , 35'-0" 1 , , 10'-2" 18' 51/2" 6'-41/2" TU02632-2 TW2632 +-- HDR. r T(31-718 ML I "/ (3)2X10 HDR. I 1 � ,..„�.r O v -- O 1 ' ' N I I N I A KITCHEN i _ ao "lz� V a M M I� 0 tt P-. 00 i LL I!L r J J C14 O , I a Id O �+ m 00 I X a N ,'� " \ / OI N am, 71 14 -7 I -0 5 -5," L I I __ BUILD UP w/ FAMILY ROOM 2X6 PLATES —qg� ' 6 I R .y PA TRY, ----- 14"TJI FJ ' 2X8 FJ Uo CL Z 1-3/4X14 ER ' v O FMJLI �p , x m (3)7-1/4 ML w/ F�-d a = r N _ (2)1/2"571 PLT.ME- 00 ' N ---I----- ------� .� O ' m w -- ---- -- ----------- --- �) - - � - i --- „ (3)7_1_/4 ML w/(2)1/2_STEEL PLAT FLUSH- AM L� d -- --(3)1-3/4X11-7%SM! 44 "-STEEL P4TE-E ----- ----------- ---- - ' l ►-a I { x DINING �� 0 � N M f EXISTING 5' 6„ x �' BATH , H , Z � BUILD UP W/ ' r- 2X6 PLATES I 14"TJI FJI ------ N 2X8 FJ �w/J) "e Q BATH X 5-1/2" O--- 00 N Q (3)11-7/8 ML W/ (2)1/2'STL.PLT. N 1).PLATE HEIGHT AT 8'-0'TO MATCH EXISTING HOUSE. 0 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. (4)7-1/4 ML W/(3)1"STEEL PLATES FLUSH BEAM . . . . . . . . . .. .. . DN(ALT.:(3)11-7/8"ML w/(2)3/8"STEEL BEAM) 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR COX PLYWOOD. 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE \� BLOCKING AT 8'-0"O.C.AND MIDSPAN. „ 5).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS O Q OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS Q } SEX. LIVING ROOM ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR O Z MICROLAM HEADERS. .: II " 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE O w O EX. BEDROOM No. 1 APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING Z 0- HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. Z Z W w LLJ 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 (n fl AND 2X4 WALLS AT R13. N Ur UP " 8).INSULATE FLOOR AND CEILINGS WITH R30 INSULATION. N fl ° 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2'SHEET ROCK. : BATHS TO BE MOISTURE-RESISTANT SHEETROCK. 10).INSTALL Co AND SMOKE DETECTORS PER NYS CODE. "F 'ykp p6 7DRAWN: MH/MS SCALE: IW=11-011 JOB#: August 29,2012 ' SHEET NUMBER: E PROJECT NORTH 1ST. FLOOR PLAN �(.. } o?Se� �•�dt 5.- hA 5 SCALE: 1/4" = 1' A S REVISIONS B 35'-0" 16' 0" 12'-0" °'�"5''�6„ - ,"" "" """'�,5' 12'-0„ lot- TW3046 FWG60611L TW3046 (3)'7 DF#2 HE ER /f SITTING AREA A w 3' 6'—0" `� 12'—6" / 4" 2'-0 ' r/. ►Y, a' x /ul ----- --- _ ; ui O // / /`1 �g LINEN SHOWER `t MASTER BEDROOM �� LLI u o a o sxa' i 1 / 1 O / / �'a ,'wf �� 7-0I1 R zo CN O 1,4XR QUIP CI 120c 2 8'-0 -FLAT CH G / MASTER BATH z 'ate EZ / 0 / . n as Z_ N "'i (3)2X8 HEADER (2) XS HEALDERQ 6L--*-10 '-6- \ 12'-101h" ---------- OO m Go 1 _g, w BATH_► p N � WALK-IN CLOSET No. 3 P 6'-2" 5'-0" ' � O N i t o LC CY BEDROOM No. 4 d2'-4- I ------------- Q a I ` 5 _ a Q N CY 4'-0- a c STOVE PIPE I� a Q TO SHIFT a a �"'j FROM BELOW O CD n A I D m a m ui N Lu oC 10'-11" 4'— 3/a"± Z 1).PLATE HEIGHT AT V-0"TO MATCH EXISTING HOUSE. 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS O Q B EX. BEDROOM No. 3 OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS O Z ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR Q' I— MICROLAM HEADERS. Q W O 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE Z Z APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING W W HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. m A w ct --- 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 c, C� EX. BEDROOM No. 2 ------- ---- --------------------------- AND2X4WALLSATRI3. co O 7).INSULATE CEILINGS WITH R30 INSULATION.PROVIDE 1 INCH AIR SPACE ct ------------------------------------------------ ------ BETWEEN INSULATION AND SHEATHING FOR CATHEDRAL CEILINGS. 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2-SHEET ROCK. BATHS TO BE MOISTURE-RESISTANT SHEETROCK. 9).INSTALL Co AND SMOKE DETECTORS PER NYS CODE. " 41,kya4s' t `Y DRAWN: MH i MS SCALE: 1/4"=P-0„ N �► .' _ JOB#: PROJECT NORTH 2ND. FLOOR PLAN ` August E k �"' SHEET NUMBER: S SCALE: 1/4" = 1' 6 REVISIONS -7- jr ci N% O Li oe— —A-- Li .7�K7 LLJ .4� '� 71 m I I v 0 � 0 PAST ELEVATION a F. SCALE: 1/4" = 1' - Q a - - — - — - — - — - — - — - — - — - — - — - — - --Air - - zW 0 z C) w 0 z a- z z w w Co Lu JAN 2 3 2013 DRAWN: MH MS SCALE: 1/4"=1f-01l BLDG,DEPT, JOB TOWN OF SHUOM Jan 14,2013 EXISTING EAST ELEVATION SHEET NUMBER: SCALE: 1/4" = V A-2 REVISIONS 1 1 t • 1 1 1 1 1 1 1 1 1 I 1 1 1 1 8'X14'CONCRETE i SLAB FOR HOT TUB ; B 1 1 I 1 1 1 1 1 I 1 1 1 1 1 I 1 1 I 35'-0„ _ 1 1 1 1 28'-71/2" If 6'-41/2" 1 -' ------------------------------------------------------------2817----------------- d on d . f p • d p d . � p •� d d • p d 0- d . - p + , 4 , + p -----'--'------'------------- ----LIU-___----------------------------LIUl---- ------------------------- � 1 11'-211 "" 11'-4" " 11'-2" 1 1 A 1 1 t 1 t� , • , d tin tY n1n , • , ( �"+ , a , W Iltl 41 11111 , 0 , N dun nnl , y I (D � V n V V 1111 V Iltll ; . ; M � O � � .•-11111 .J 11111 .. Aco1 �I{II Illn 1 I t M O � � ^tin ^ Inn , tv O xuu X 1 Ol V c Z 4 , rr•nn rt M 1111 e i 11111 I r n �•�"� ply ` 4 ' inn �� nnl 1 ! •+J N � vlttt NEW BASEMENT Ilttl ; a M V , 1111 I1111 , , 1 till[ 1 ' . ' .e••, m i nil mil 1 i o n 1 �--+----STEEL LALLY COLUMN ON—F—► 'I 0 e� lilt 30"X30"X10"CONC.FTG. cV CA O , , 1 1111 1 1 11111 t 1 A ! O O , , .__.rug . . �uu __• ' Ill[ nrn ' 1 -I 4 nu nln i v i � 1 u1t till[ a Q.nti d mil ' n Lau I.: I 1 ' • ' [�1111 mu ' • ' O i a I unu 2X8 DF#2 FJ tll V mil 00 I tin I ,J 1111 Jc 11111 ' ' ' z O i Q ' 1111 < IIf11 ' ♦ ' O ♦- , to, 1I11 11111 C) ! 1 , • 1 �1111 � 11111 �.� Iltt I1111 ' ' ' nrnt x rrtil X ' • ' \Illt v\ 11111 ' N ! 4 ! Tim T 11111 t I 4 in tin Ir1 nnl #5 REBAR @12"OC ' I 8"dia.CONC. R W AND AT FOOTING o 3'BELOW GRAD (TYPICAL)/ - --- - un nln _ _ 1 z f ' O °'I ' z-1 d 5/04 ¢ i N N �1 A DECKING X' I I T�1 N I 1 '• Lo V1 N ' 1--� c 2X6 ACQ D1 @16"OC 3'-6" Q 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT TO MATCH EXISTING FOUNDATION.EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED WITH A BITUMINOUS COATING. 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS ■ — _ �.� ■ � ■ � .�(} �- _ .+� ■ - ■ � �•�®�' ■ — ■- ■ - ■�I� •¢�1. � ■ � ■ � ■ � ■ TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON i i i i i i UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). 1 1 1 1 1 1 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING O Q } WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE 0 Z REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE w AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE EXISTING BASEMENT THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL z d SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. ( W w m w 4).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES TO BE N O INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM SILL GASKET. r'.'`'"- -'�"• M 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0"OF CORNERS, +k� INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TOw"'. ,:4 BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. ' .. 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 4 BLOCKING AT 8'-0"O.C.AND MIDSPAN. , dr DRAWN: MH/MS D SCALE: 1/4"=1'-0" ( B PROJECT NORTH FOUNDATION PLAN Jan ary14,2013SCALE: 1/4" 1' SHEET NUMBER: = � A-4 REVISIONS 1 1 1 1 1 F 1 1 I 1 1 1 1 1 8'X14'CONCRETE B SLAB FOR HOT TUB ; 1 1 1 1 1 1 1 / 1 1 1 I - - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 35'-0" 1 - 1 1 1 10'-22' ; 18' 51/2" ; 6'-4�/z" • I I 1 ® ®( i TW2632-2 i TW2632 3'A" MDP (3 i1-7�6 ML 1 (3)2X10 HDR. 1---------------- - w - ' 1 l 1 i ■ ■ fV 1 � O f1 1 N KITCHEN � ' { x 1 ?- u t-1 OI Ix (v 00 TL ! OI 1 � _ CV 14'-7" I� '-0" v 5'-5" LD Upw FAMILY ROOM rLD 1 1 PANTRY i -- 14"TJI FJ R ' 2X8 FJ � ' o[ ■ OX14L ' ■ p z 1-3DER 1 j� (3)7-1/4 ML w/ O N (2)1/2"STL.PLT. oLO N 'l r - ----- --- -- ___ -_ - - ! ■ (3)7-1/4 ML w/(2)1/2"STEEL PLAT FLUSH -------�- --- ----- -- -- --- - - -- -- _ E.1 1 d- ---_-(3)1-3/4X11-7/8 ML. " EEL PLATEtBE M (ALT.:(3)11-7/8'ML BEAM --� -- _ 0 1 a 1 N DINING O o o �" N Q M EXISTING 5' '6" N "' 1n O �Qz r y� BATH BUILD UP w/ 2X6 PLATES a� } Lo 14"TJIFJ �� 2X8 FJ `� Q BATH (D 5-1/2" N a M (3)11-7/8 ML w/ (2)1/2'STL.PLT. `4 4'-0" 1). LA HEIGHT AT 8'-0"TO MATCH EXISTING HOUSE. ):EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. (4)7-1/4 ML w/(3)1"STEEL PLATES FLUSH BEAM ON �'� - — - — - — - — - — - 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. (ALT.:(3)11.7/8"ML w/(2)3/8"STEEL BEAM) / \ \ 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. L ' 5).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS ' OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS O Q } i EX. LIVING ROOM ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR O Z MICROLAM HEADERS. F l ' 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 0 W O EX. BEDROOM No. 1 APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING Z D- ' HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. ( W W 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 m L11 AND 2X4 WALLS AT R13. ' 8).INSULATE FLOOR AND CEILINGS WITH R30 INSULATION. UP ' 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROC BATHS TO BE MOISTURE-RESISTANT SHEETROCK. --1 10).INSTALL Co AND SMOKE DETECTORS PER NYS CODE. y�• ' r ` DRAWN: MH MS SCALE: 1/4, i-011 JOB#: January 14,2013 E PROJECT NORTH IST. FLOOR PLAN SHEET NUMBER: 5 SCALE: 1/4" = 1' A�5 REVISIONS PROPOSED SEPTIC SYSTEM DETAIL LEACHING H I N C� POOLS HOUSE (NOT TO SCALE) SEPTIC TANK '" '° FINISHED GRADE FINISH GRADE NOTES: NOTES: EL.EV,S-6' ELEV.a,e' 1).MINIMUM SEPTIC TANK CAPACITIES IS 1500 GALLONS.REMOVE EXISTING 1).MINIMUM LEACHING SYSTEM IS 3 POOLS;6'DEEP,B'DIA.ADD 1 NEW POOL TO 1: 900 GALLON SYSTEM PER SCHDS REQUIREMENTS. CONNECT TO EXISTING SYSTEM. TOP EL.9.6, 1'MIN, TOP EL.1. 1'MIN. 6" MIN,4'DIA. 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE SEPTIC P APPROVED PIPE APPROVED PIPE LEACHING LEACHING E 28 DAYS. (OR EQUAL). i a mtn.PITCH 1/4"/I TANK POOL POOL min.PITCH 1/8"/1' i 2'6E ; INV.EL.1.0' 3'CLEAN �- 3).WALL THICKNESS SHALL BE A MINIMUM OF 3",A TOP THICKNESS OF 6"AND A 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). INV.EL 1.6' INV.EL. * SAND BOTTOM THICKNESS OF 4".ALL WALLS,BOTTOM AND TOP SHALL CONTAIN COLLARg REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf, 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE �---8'-- 8-� 8 -`� MIN. MAINTAINED. 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 5).AN 8'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK:SHALL DISTRIBUTION POOL OF 80T.EL,53' GROUND WATER 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A BE MAINTAINED. a POOL SYSTEM ELEY.2.3' MAX.TOLERANCE OF+/-1/4")ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL. 6).A 19 MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 0 t"V MOORE ' S LANE a � C) aJ LOT � P DEVELOPED PROPERTY O � u PUBLIC WATER d N 1601'50" W 284.24' �- •W Tao Q CON srnurnaN DU111 Frt LIMITS OF CLEARING HAY BALE w/SILT FENCING z TO REWIN ON 517E FOR DURATION OF CONSTRUCTION LO B-dia.,4'deep I PORTrE FO TO REA4AIN DRYWELL O ON SITE FOR DUMTION ry gn N r Z DIRT DRIVEWAY coNsraucnoN X lV O O EXPANSION ✓ ' O O M I POOL ` _ cz 41.7 'O O ' I TEACHING ITd'u > 'F,] j�A a LOT lu SCENIC O r`L v Q t z BUFFER Q EXImN POOL c . XISTIN/% 1:%i'/`/ -EXISTING 2 STY. MAX < _ _ - --- _ '�y _ I J io: 1EZ1 6awP � G 2 STY. `/ �g i/ RAMED HOUSE v = D AA a FRAMED ADDITION Z1.0 Z ►—J �m ///;%/ i//f/ O I p , _ F� j/// /fJ// EXISTING / , /" / / f/ ,� t= + 1/J Z . era Nsd ' O O . 13' fJJ i///��i ///,ET � ` v Z ADJUST N-17 /% J ( w M< 4 .0' 2 1 o C) PROPOSED m 11 — — —fEYTIC TANK I5o0ga1.— — — — — — — — — — — _ — — — — — -- I — i�4.g I� R60MCF EXW]MG +� .��• 1, �O tlProQON 900gd,PATEM) p (BUILDING EN OPE) S 71° 31' 40" W DRYWELL EL. � 1 LIMITS OF CLEARING(HAY BALES wJ SILT FENCING) S 15056'32" C 0.45 _Z 289.577 J L t� Ia i 00 .V ,m a DEVELOPED PROPERTY ^� PUBLIC WATER V/ O Q SITE PLAN rri�lElir'i IE,I O z SEQUENCE O F PROJECT: SCALE: 1" = 20'-0' `'`'' ', c z - S z z 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF W W PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS Z'.y OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE ;:; in W AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET OF APPLICABLE)FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE C) LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS .� PRACTICAL LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS,PROTECT UNCLEARED SITE DATA• N r AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE DESCRIPTION: SQ. FT.AREA: LOT COVERAGE: EXCAVATE: FILL: INSTALLED WHERE VEHICLES ENTER THE 108 SITE. 1I i 2 POLLUTION CONTROL:CONSTRUCTION bUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. I PROPERTY: 21,695 SO.FT. ESTIMATED AREA OF 5200 SQ.FT. 3 SOIL CONTROL EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE TO I'E E II GROUND DISTURBANCE: PRESERVE THE ENMROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 1CHFS OF UTILITY MUST BE DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. g EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG EXISTING HOUSE: 800 SQ.FT. 3.7% FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK, DRAWN: MH/MS A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS.OVER DIG BY 3-4 FEET. 8).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR i i SCALE: 1"=20' 'HIDE E SHORING. HAY BAY W/ SILT FENCING PROPOSED ADDITIONS: 700 SQ.FT. 3.2"l 382 CU.YD. 25 CU.Yfl. SCTM N o. 1000-40-05-�1 HILLSIDE EXCAVATION:EXCAVATE THE Hll1 BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY -1) JOB#: BACK TO A SLOPE OF 2.1(VERIFY SOIL CONDITIONS)- JUI 26 A).AN UNSHORED VERTICL£CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. ,2012 „Y LIMITS OF CLEARING TO BE i{ ui MEETS AND BOUNDS BY: SHEET NUMBER: 4?' 4 STORM WATER RUNOFF CONTROL INSTALL DRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS NO MORE THAN 20'FROM ; SEPTIC SYSTEM(UPDATE) 220 CU.Y . 25 CU.YD. JOHN METZGER TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF,ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. j` y PECON I C LAND SURVEYORS may' UNDERGROUND HOOKUPS(ELECTRIC.WATER,GAS,ETC.)TO BE INSTALLED. PROPOSED WORK AS , 1 PROPOSED DRYWELLS: 100 CU.YD. 25 CU.YD. INDICATED ON SITE PLAN �." '• S PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER Q J (631) 765-5020 f (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. TOTAL, ISoo SQ.FT. 6.9% 702 CU.YD. 75 CU.YD. SURVEYED: J U LY 11, 1990 s