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HomeMy WebLinkAbout37274-Z ,, .;$uFFOIKCp'. Town of Southold 12/31/2015 t1 4‘1P.O.Box 1179 53095 Main Rd #A,, ao�'¢! Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38014 Date: 12/31/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING , Location of Property: 735 Champlin P1, Greenport , SCTM#: 473889 Sec/Block/Lot: 34.-3-31 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/5/2012 pursuant to which Building Permit No. 37274 dated 6/5/2012 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: ' one family dwelling with unfinished basement, covered porch and screened porch as applied for. The certificate is issued to O'Shea,Marie&McGlinchey,Christopher of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0002 10/08/2015 ELECTRICAL CERTIFICATE NO. 37274 6/18/2013 PLUMBERS CERTIFICATION DATED 9/23/2013 Perfection Plumbing Au ' e igna re ,,„ iitFaii---G TOWN OF SOUTHOLD ��o , BUILDING DEPARTMENT ;'o $I TOWN CLERK'S OFFICE o F,�} SOUTHOLD, NY VA ,NSW 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#: 37274 Date: 6/5/2012 Permission is hereby granted to: O'Shea, Marie & McGlinchey, Christopher 180-34 Aberdeen Rd Jamaica Estates, NY 11432 To: construct a new single family dwelling with front & side porches and accessory garage/workshop as applied for; two C.O.s required At premises located at: 735 Champlin PI SCTM # 473889 Sec/Block/Lot# 34.-3-31 Pursuant to application dated 6/5/2012 and approved by the Building Inspector. To expire on 12/5/2013. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,954.40 ALTERATION OF ACCESSORY BUILDINGS $448.00 CO -NEW DWELLING $50.00 CO -ACCESSORY BUILDING $50.00 Total: $2,502.40 /ti-U- C_I Building Inspector • Form No.6 TOWN OF SOUTHOLD- BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: Ar For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. - 2. Final Approval from Health Dept of water supply and sewerage-disposal(S-9 form). . 3. Approval of electrical installation from Board of Fire Underwriters. • 4. -Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1% lead. 5•. Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance-from architect or engineer responsible for the building. .6: Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: • 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. • 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy- New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, - Swimming pool$50.00,Accessory building$50.00, Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of.Occupancy-$25 • • 4. Updated Certificate of Occupancy- $50.00 • 5. Temporary Certificate of Occupancy -Residential $15.00,Commercial$15.00 Date. of/Z 4// z New Construction:- >sif Old or Pre-existing Building: (check one) Location of Property: 3 C Al i L.A BOG A p House No. Street / 2 Hamlet Owner or Owners of Property: H . G NC y %/ `/� ,f/ Suffolk County'Iax Map No 1000,Section Block . e � ' Lot 3 / Subdivision Filed Map. Lot: Applicant: /14 -2ic Permit No. Date of Permit. Health Dept.Approval: Underwriters Approval: . • Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) =ee Submitted: $ IVAW Applicant .; ature lie, Town Hall Annex `�+ ie - 600 Telephone(631)765-1802 ' At 54375 Main Road ; ® :6 2 Fax(631) 765-9502 P.O. Box 1179 Southold, NY 11971-0959 %P-'#4 ��q� ',r roger.richertl�town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: McGlinchey Address: 735 Champlin Place City: Greenport St: NY Zip: 11944 Building Permit#: 37274 Section: 34 Block. 3 Lot. 31 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Lademann Electric Inc License No: 4141-e SITE DETAILS Office Use Only Residential iX Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool i New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 66 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water GFCI Recpt 14 Wall Fixtures 7 Smoke Detectors 4 Main Panel 200a NC Condenser 2 Single Recpt 2 Recessed Fixtures 36 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30E Emergency Fixtures Time Clocks Disconnect 200a Switches 60 Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service, 2-combination smoke/co detectors, 6-paddle fans, 4-exhaust fans,13-ARC fault circuit breakers,1-20a dish washer circuit Notes. Inspector Signature: w`.. Date: June 18 2013 Electrical Certificate xls /144. abockei TCI..765-1802 1/171. • •.. ®_ TOWN OF SOUTIIOLD 5� >.: G� OFFICE OF BUILDING INSPECTOR r— P.O. BOX 728 :, 'I-OWN IIALL .y �; SOUTIIOLD,N.Y. 11971 C I R T I F I C A T I O N • • .Date Building Permit No. 31 a 7" • �nc�bd Owner g);46 (please prig) P3 umber C-17-r�� 1 0 e) )) (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. � `i • (plumber's signature) Sworn to before me this day of d 't Notary Public • Notary Public, -57e-LOO-County ROBERT A MAZZAFERRO NOTARY PUBLIC-STATE OF NEW YORK NO.01 MA6207376 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 15.20 , 3727 ,,/'i� OF SOU O 11` f IP 1 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) REM KS: � — 1:7;94-yt -41/c__6/:,:, . c)-(i51-__//i.0 y)0 2 .., . a '''' ! -, "e /.4...- : 's 4,2-- ts,C,, z Cc, r4.-/-7_,D) ,A,7„,,,-,-,xe,,f A\ r e - 4 r DATE 7 43 f� - INSPECTO 372 .,,c,,,4,'"4 cif, ‘ 111.�,�o� pf SD(/ly�lo, ��, 0 ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO DATION 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: , IA-27/i,, ci---,1 ).___ � ')*--- / c _it,,,,,,-4., -io c1.4 ig`'.- -(4-k-- 7-777 /<---0-- -,1-_ r DATE 2, ` INSPECTOR O-cf�QF 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: PL,,�5' -- (2a--/k N-r° i" 1), _ it e DATE 711(13(:) f( 1 " 7✓ INSPECTOR . �� 04,,,,,, __,_ „,,, 5,-_, ��F SO 372 ts\ * * ‘,s, g 1 �ycUUM`I,‘‘ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION { ] FO NDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATI 2ND [ ] INSULATION ,_47 52/(121( S FRAMIN TRAPPIN [ ] FINAL • [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: J-54.47/ --- a DATE INSPECTOR /� 11��o�0$U(v__,<0\ o ‘c4 , ('1' � ii/ ��O N OF SOUTHOLD BUILDING DEPT. 765-1602 1 NSPECTION [ ] 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 U INSPECTOR 1' / ,O�'pf SOUTH!_:. y � *, ''' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTJON [ ] FOUNDATION 1ST ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E L (FINAL) REMARKS: f/44--A-7,0 CaLe - ,7 DATE INSPECTORvi - _ - - 13 7 OF SON.6Olo, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIR ETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION • IRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ZI43 DATE INSPECTOR l- , 3 7)--7 40 sou,,,,;\ /,. , f <0\ * *,i , .. .6 , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION { , FOUNDATION 1ST ] RO PLBG. [ ] FOUNDATION 2ND NSULATION [ ] FRAMING/STRAPPING ] FINAL [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRIC , REMARKS: ----1:-A-I '.C2A-LI-7-0- / 7 DATE 0 3 INSPECTOR '64/ /, 0SOU ,#s. tit\ i1 c TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) REMARKS: DATE 6/(03 INSPECTOR hO��OF SO(/ Flo, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLB [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: (0. --S S, ( • DATE INSPECTOR 72- 7c ....8______ ,,,,,,,,,,,, ,�o��,oF so�r4---, ,* *; moo , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICA . (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: L / — g. I€4 - c- r.A.LA i 4coxisiMMINF P lairz- /dar fr16,#/- /4*- A-44/K- 1 S d a / , DATE A __ INSPECTOR �' 3 7 ,of,��/, jyo :* *� 0€ e ? TOWN TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c_S-) 2 DATE INSPECTOR A I I 1 J • - I FIELD INSPEGION REPORT DATE COMMENTS . ' 73 J- • FOUNDATION(1ST) Cfrlt / " '' ve,p �l o it , //%J/ //. .. X70, 4k --77-7""-----wry--- / ��A,f- •-7 ) �/�% //�if-` V '. .Q, . C40' • FOUNDATION(2ND) 043 / 2•"-- AVg- _ .-.. -. -- - - - -- - i t / NNW • joi,e1 i2 --/C-,4- , y"-----4 .01 (.-- w,c1) • ROUGH FRAMING& /7/27/2 l /4(>141 • ?> y PLUMBING .7P .ii/i3 osi,‘ _e i ,e.: .., . ,"- -' -- .' -% OP/ A .i,. /' . 210, b • jam-I� /- "I" r );y /r / n 0:1 INSULATION PER N.Y. V®// r � Z -1HSTATE ENERGY CODE • det. 0 .61 fr- • ' AV (3 I ✓ . ,c_i.y a/f i/ as SNA r LI - ," ,: ,may( 1 .-,./41z-.- t I //�' /` 4 0 .r.. . 8 _......, • FINAL riO Pao Tr o7P . „ _ . Le... 44) ,i-bucL,,).‹,/t____ . "gibe , I leofri ZZ_Xeit . Cij is .. .sr_i- . i 17///ge. . _. C.60 1 I # .7r1 8 (-12 6-5 -i , • 'e' IONALCs• t 1 NTS • L./ P `pfi,?. j2'c 8'I1( 4.2.W.90 • wp o z l �Yti Lp.edhu nj icILL `� t.--CC_ ��qm ti 1 gg-- n z /1/0(g-' eae7, -- ei/G- - 4003 -- .� J(1. , • 6//87/3 C;Afn-e— e.--ez 6K 54Z- /0-6- - ;. 1'n vr�-,- f' 0-1a, 3 (, .)r.4"; 1-1 c-'-- /41 :iAC:),. .6tAaAXIIKy2. ! rvul-- ,b1A-; 1-1--- ice_A_ Mot...kk -,,,,‘ N A. „ . . . . _ . . . ' ,, ,,, l o ,, . • . e . . ti., •. . . ,-,) . o o , TOWN,_OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TUWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 • ' Planning Board approval FAX:`(634.70-9502 -\ Survey Sou'tholdTowin.N•orthFork.net• - PERMIT=NO.- 0�d" I. • Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ‘/6-- ,20/2 Single&Separate Storm-Water Assessment Form Contact: Approved 6/5---,20 fe)- Mail to: M4E,( `CG y&'44�Z Disapproved a/c ® Phone: Expiration i3/5--,,�20 41 n 'ECE ll ' Building Inspector MAY 2. 4 2012 t'PLICATION FOR BUILDING PERMIT Date ®,S e<tli z , 20 TowN o`sou Hoo INSTRUCTIONS us application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. ,f. Every building permit shall expire if the work authorized has notcoinmenced within 12 months after the date of issuance 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 authorize; in.wr'iting,.the,egension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agen archite , engineer, general contractor, electrician,plumber or builder Name of owner of premises C elf /tic G Cl"tic j'y -1- /109-IQ 1 (r'� (As on the tak roll or latest deed), ; - If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) , Builders License'No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 3 Block 02 Lot 1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy l//} C !i 'ft./ T C.-0 7-- c b. Intended use and occupancy 34/A) G (, C FA- tit I L7 ger. IJ/ G#7 -' / 1 3. Nature of work(check which applicable): New Buildings V Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occu ancy, specify nature and extent of each type of use. 7. Dimensions of 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 r; Height Number of Stories -C STE- ,qit 9. Size of lot: Front Rear Depth - • 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated g 4- 6 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES X NO 14. Names of Owner of premises At GG/AiGef-JAddress Phone No. V?cV/Z 23 Name of Architect SC 1-11A.--172-1-1-1 Address Phone No 73¢- 1-/9,r Name of Contractor 511Address Phone No. 4 7 j> / F74 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO Yt * 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 N., * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ) * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS t- -- • /1/4,4- S /l(I/ i/z%L 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 /' > No.01BU6185050 (Contractor, Agent, C o rporat: Officer, etc.) Qualified in Suffolk County i Commission Expires April 14,21-Z.1.�o 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-t9 before me this - • ip.fin day of in� ' 20) Notary Public - Signature of A ant , • ;dy Town of Southold - Chapter 236 - Stormwater Management ia-,H 2 -•-..it., SWPPP - Storm Water Pollution Prevention, o< i ; tion Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Agent-Consultant-Contractor or Other(Circle One) Property OWN R:(IfJD'fferent than Applicant) / /,� O, olet rt'lw ? cArZZ CNK0NLl UAI6(9 , / ¢ ''1,fict, f/ 4 Address: t�Fp O /�/,x j3 c(,jr 14-06 v - J 441,41c-A) Crivreir Telephone �j� 4.1opr Fax ?1 A ZI /0 Te7nf c 9/ izz3 L U /- fee/tea /� ,p .J- �- � � Fax#: A,u E-Mail:�'/$aec t,i f t O(OI,, /i•� i'e7 E al: /v 7 �7'� Property Address:rG73 r (e et PL4i' 2c. G Brief Description of Construction Activity,Proposed Structural BMPs,Soil . J j ��" �6'4'r Stabalization BMPs,Project Scope and/or Sequence of Construction Activity S.C.T.M.#: 1000 34 0.3 3 (Provide Additional Pages as Needed) District Section Block Lot Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: 5/b de-g-6( I E_. z_ ,l Addrgs-s^,dl' /e Q C"T f- Y a 6"-ti - Telephone v - _. Telephone#: 4.76p / D 74 Fax#: 0�d( 0Q �'f y�../�/g E-Mail: 51311. Caul tit 14J G oprumcdf e•Nir Name ojerssons R onsibie for Installation&Maintenance of Erosion Control Practice: e OZZOW Addr=.s• ^ -lisp .� 1.(d s C(/l� /'� l I Tel4�, / /a 74, Fax#: E-Mai: Total Area of All t / Total Area of Land Cleanng 1'5 06 Project Parcels: and/or Ground Disturbance: G� _- ( F/Acres) a IS F/Aces) _ _ Project Duration: p Start End __ _ ___ ______. __ __, _ (Anticipated) I( 7'l Q f Date: O /,—'_ Date: 432.4 (Number of Calendar Days) i _ , Will this Project Disturbe five(5)or More Acres at ® --• — ___________», O Any One Time During the Proposed Development? Yes No - T~ �' ry w m , ' i If YES:Please Answer the Following! _„-w__„». -___,,, _- I a. Does the Applicant have a Qualified Inspector On Q Q . Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site I-1 1---1List the NAMES or description P� of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No — Sz" l� L i1 N G 6S4 f'/,v c. Does the SWPPP Adequately Identify All Temporary r' I i and/or Permanent Soil Stabalization Measures? Yes No -_____-. d. Does the SWPPP Adequately Identify a Complete Q Q Project Phasing Plan? Yes No Status of Impacted Waterbody:(eg.TMDL,303(d)Listed,Impaired...) e. Does the SWPPP Indicate Additional Site Specific Q 0 Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eg.Lake,Creek,Bay,Pond,Sound,Freshwater Wetland...) Of Intent and SWPPP Acceptance Form for Review G by the Town of Southold? Yes No C.t���K���} / CO1iWE p.BUNCH STATE OF NEW YORK, NotaryPublic,State of Ntaw York COUNTY OF 14--f€0)-le--- SS No.01BU6185050 Qualified in Suffolk CountylDC)IJo That I, being duly sworn,deposes anA lfigcliglPititippl for Permit, (Name of individual signing Document) And that he/she is the (Owner,Contractor,Agent,Corporate Officer,etc.) 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 iatr that the work will be performed in the manner set forth in the application filed herewith. Sworn to beforemethis; //ll f `, day of f ,20.(4' fit Notary Public: e ot.�''� 4..'= (Signature. . .) SWPPP Assessment FORM: 03-12 _ T.O.S. "SWPPP" Preparation - Chapter 236 For Department Use Only: S.C.T.M.#: Property Address: Storm Water Pollution Prevention Plan -' 04 t� ;: Review Checklist Checklist # 1 �oo0 3 4. 0 3 3 District Section Block Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i i Plan Sheet (Does the SWPPP Adequately Provide for and/or Indicate the Following:) YES NO N.A.,Explanation for NO or N_A• Location(pg.#) 1• Drainage Calculations&Stormwater BMPs Designed to contain a Two Inch Rainfall On-Site. (-r✓j n f--1 - - ---- 2. Construction Phasing Plan Indicating Sequence of-Proposed Construction Activities 0 3. General Location Map._ 0 0 - 4._ Draiange Site Plan Drawn to Scale at Sixty(60)feet to the Inch_or larger indicating the Following:_ I-1 li a Location and Description of Property Boundaries' 0 r 0 -- - --- - -- --- - - -- - - - -- - - - - - -- - - - b. Site Acreage; -- _ I ✓I (� f—I c. All Existing,Natural and/or Map Made Features on and within 50'of the Property Boundary, 0 0 d. Test Hole Data Indicating Soil Characteristics&Depth to Seasonal High Water Table; 0 0 _ _ e. Contours Indicating Property Elevations(Min.2'); _ O �] = j4,`#4 T.�'i_rE,;: "- f. Spot Grade&Finish Floor Elevations for Existing and Proposed Structures; g. Location of Wooded Areas&Isolated Trees 'Alia-Minimum- Dimensionlof 18"Diameter; " "` _ - - h. Soil Conservation District Soil Survey. - _ rl - '" ' ' -- - - -" - - _ h. . _ 5. Background Information about the Scope of the Project,Location&Description of the Site, Proposed Changes to the Site and All Existing Development on the site Including the Following. I= 0 0 - - - - - __ a, All ImprcveMentS Including Total Area of Land Disturbance&Total Site Area; 0 0 ___ ___ _ b. All Excavation,Filling,Stripping&Grading Proposed and Identified as to depth,Volume ® 0:0 " ` -` - -" & Nature of Materials Involved; c. All Areas_Reguiring Clearing and/or Grubbing`__ 0 O O ___ __ - - -- - ---- - - ----------- ------ --- d. All Areas Where Topsoil is to be Removed,Stockpiled and where Topsoil will ultimately l 0 0 - " be placed; _ _ _ _ _ e. All Temporary&Permanent Vegetation to be Placed on Site; l� 0 0 ` - f. All Tem orar-&Permanent Storm Water Runoff BMP Control Measures-Pro osed; "" g. The Anticipated_Pattern of Surface Drainage During-Periiods of Peak Runoff; [� 0 0 h. The Location of all Roads,Driveways,Sidewalks,Patios,Structures,Utilities&Other Improvements,Including Temporary Access 8;Construction StagingAreas; CE1 0 0 - ._ _ "- ' ' " --' ' - I. The Existing-&-Final Contours and or Spot Elevations of_the _site. 0 © 0-!-(.Ff T __5/_T F' 6. A Schedule of the Sequence for the Installation of All Planned Soil Erosion,Sedimentation an0 0 &Stormwater Runoff Control Measures. 7. Description of Pollution Prevention Measures that will be Implemented. (1 0 0 -`�_. _ 8. A Description of the Minimum Erosion&Sediment Control Practices to be installed and/or EZJ0 0 __Implemented for Each Construction Activitythat will result in Soil Disturbance 9. Description of Construction&Waste materials Expected to_be Stored On-Site '�i 'i 0 I-1r i 10. Temporary&Permanent Soil Stabilization Plan that meets the Current Version of the _. __m--• ._. m New York State Storm Water Design Manual Technical Standard. _ CiZI00 11. General Site Plan and Construction Drawings for the Prpject. 41r- 10:0 12. Dimensions,Material Specifications&Installation Details for Al Erosion&Sediment Control Practices ; v� r� i i r _.__-.w. __._ _.__- 13. Temporary Practices that will be Converted to Permanent control Measures. _ 0 0' `-"__ ""`"`_`- L 14. Implementation Schedule for Staging Temporary Erosion Control Practice or BMP. d,0 01 __ "- -• •- _-_ " 15. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& a i ` " Sediment Control Practices. 0 0 16. Names of Potential Surface Waters of the State of New York and/or MS4 that y may be r _ ..Impacted by Development. _-4 ct O 0 17. Delineation of Storm Water Control Plan Implementation Responsibilities for Each part of the 4 l—�,r---i I--, "" .._ Project Construction Site. I I -- - -- 18. All other Existing Data that Describes Storm Water Runoff and/or Natural Drainage Swales. 1J 0 0;- '"___ 19 w ;Identification of All Contractor(s)/Sub-Contractor(s) Responsible for Installing,Constructing, ;� 0 0 r - '" - -~ -- Repairing,Replacing,Inspecting and Maintaining the Erosion&Sediment Control Practices. , Storm Water Management Control Plan Checklist# 1 : 03-12 ( t r ' TOWN of SOUTHOLD1 \ OFFICE,OF BUILDING INSPECTOR Town Hall Annex Receipt No. 8 2 4 P9 Southold, New York 11971 Date, qih-Lib)._ . Received of t-adeMok_ ti,,( L., ‘AIL IllitiAlbitOf b /100 Dollars For el'P.4tG WI e- 73r eh yitr) P/, OP° Fee for Fee for Fee for Fee for Fee for CertificateElect ' I CISign CIFlood Development Pmt. CIBuilding Permit ❑ of Occupancy ❑ n"f spection El Cash t ❑ ChecV1 $ I W-(n 51/0() ,r Building Department Address: /G.?.5"- ,Jf,// r w.�f� to vim- - Cf tC!0,5r ti. A17 /I 91 a Phone No.: 7.1v 7.2e96 i JOBSITE INFORMATION: (*Indicates required information) *Name: /2c 6-/IN C i,LirI Address: 73 S I-/,4�,�a�•^.����� lrre�-,�,n..��'�' . Cross Street: *Phone No.: Permit No.: 37,E 7Y Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) • _ (Please Circle All That Apply) *1s job ready for inspection: YES NO Rough In Final *Do-you need a Temp Certificate: ES NO Temp Information If needed) *Service Size: 1 Pha • 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 AI dry ,Z ., t _ 01)01) aG /G' :2-Req - tfor —,ectionForm I 1 DEC-02-2813 11:41 MOMA CONSERVATION DEPT 212 408 6425 P.01/01 /oilAV S®U,j Bull ei lVent i ~® l0 Telephone(631)765-1802 543 Rq��1all Fax(631)765-9502 Tow,. Aagg : y ,� �� `cli A�Q'��� � tb'MC251-0959 Southhold NY, 11971 CQUMy,N �,'.. FAX: 631 765 9502 ""' •��, BUILDING DEPARTMENT December 2, 2013 TOWN OF SOUTHOLD To whom it may concern; I am writing to request a 6 month extension for a building permit that is set to expire on December 5, 2013. The permit number is 37274 regarding new construction at 735 Champlin Place in Greenport, 11944. It is our understanding that there is no fee associated with this request. If there is a fee associated with the extension or if any additional information is required, please do not hesitate to contact us at the numbers below. Thank you, Chris cGlinchey(917 957 597) dr e` Marie O'Shea 365,1._ CA-101-1- Present mailing address: 180-34 Aberdeen Road Jamaica, NY 11432 Home telephone:718 5911223 RE ,' ELW -E -7) DEC — 2 2013 :L.J) BLDG DEPT. TOWN OF SOUTHOLD TOTAL P.01 Date 1-& - File# TOWN OF SOUTHOLD COMPLAINT REFERRAL FORM Location of Complaint: 755eI ,/Gorr,P afe�"`�"" SCTM # — 3/ ' - i3 Property Owner: wuO npA/nit& lMe/Phone Address: 18®'3 Li ab eAdagm goad Jaime ca_ 6 aJ-e , AI 39- NATURE OF COMPLAINT: i.eticpuh d hdA4.4-L - Pie ¢o44) ` 'eea..0 rilitn # ,.%, �iu pv '/4-t..2- ACTION TAKEN: /-2 VF142--- 73 ?ft— alt d7-4:5 dlideks" '`?f) c -te ,64,..".04,4_ /jolt Optional: Complainant: By Phone Mail In Person Address Phone: Report Taken By: Date Date Referred to Code Enforcement: CODE ENFORCEMENT REPORT SITE INSPECTION REPORT/DATE: ACTION/DATE: �1 SCTM # DO - LI -3-3 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET - �� VILLAGE DIST. SUB. LOT M lc trtea- r 2CPJf 1 O ACR. REMARKS ( %zoj 66 6 , 12- • z-, e to LL 2(04Z P 2,32 AA 5.6 tAkt 1-6 0 /Y,; acro TYPE OF BLD. PROP. CLASS 3 11 LAND IMP. TOTAL DATE (G, 2 O — c ) -a i f els FRONTAGE ON WATER HOUSE/LOT BULKHEAD • TOTAL O100 1111111111111111111111111111111111111 utaumsLIMItii_ _.... . ______ _,_. itiv, fir...7,F- -1-0"7'11441-0-0-SOUTHOLD PROPERTY RECORD CARD k.d O r .' OWNER , . ' STREET i 35 VILLAGE DIST. SUB. LOT . ,, , . ...F.,.7.74ncLit V . LS 6 c,t)-- e */ . ; '01.00t _. 71(1 /144-/ -1/1 g ._ e.- --)-4--/P. -7t- / 1, 0 i ES FORMER OWNER N— (f„,)_." . E . ,// ACR. v-i 0, (lean,Au 'KCO i efi/ WeinbA1/4_,A-W61A01-61 i' ;I 116 tfil TYPE OF BUILDING -Ibh-ii dale.,AO rlo 2-OU(Y' '1 es14.1Vidi 4 , "74.4044....,_5,' /42./, ...d ir // . RES. ' ar SEAS. VL. 3 )/ FARM COMM. CB. MIC'S. Mkt. Value • • ,' • i y A , LAND IMP; TOTAL DATE REMARKS/ zg 76. /... .., e /e Yd a i_e y/44 , 7ei (to/63 cie k.,,,,,,, .....----) 7. ,z0-O 34 /- ,'t / ,5P' - , # 2.)14..)ell; , . • 2 er---6 . ....mmi•/QP---c) 11112ffiLl , /,'-'7''' -,47 1 0 i, --L 74 A 57 - , l'ecier ,i -/-e) a, Kei , ,'/- I N c_ 6 9 NIFINIIIIIMIIIMIlf / -/71 92_'? ,c16 -L 7Q ' •5,21- :re/ (;21 i5 /a/c ic? - ((....---oc> ....._ 11111M '/ /31 6.. .--. /6/z/00 --Z- / 7--° 5---(a /2 /1— 1/1//&0606e ; _, i • ith.S0i..4.:... , d's _ i°,/• (1,07) -Alfacle9irte 17M 8 5ii O—L 12 473'C , / J- vulsoway_vifo VO cso4)(61-ii e ein o -#3,Coo6 WM , AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable , FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Cid" / Q i 00 , 6 ii 0 ....- , Meadowland t,to DEPTH .,,...'--4 - - ' House Plot BULKHEAD Total . DOCK ,, • ._,I. 1""---....„„, - COLOR TRIM �--; :4:r. ,,, s'.,,,' e,c,' ,.4.,j' a '„✓7k :7:':, y. `fin�Y'•s h l•`1 'Piq , k. F/a F i •h e ,r' s.. 4, c �14 �,Ts: _ & `l'. '1.i r -- A az, a t .M� kap1 r la' �� e. . _ .. i ,o tij 4.s `�wrC {meta. I t ..4 a°".,ks •,,„�i kf?„e" '''.4—. ; 6...,,^7yy, : fS �,W £::t t.. Mi;, f 1 "`n ,_ r`s,.. e._ r ..,..,-,.,4 Yfh3 rrt a4,.SP�i% t z 4. # 4;17....11--_,,,;:, L I t• Fh,•,ri Ily'l�Y.,t,i5-,'` _'-- t4r4,4, y it'.,rI/. I`�r',"[ _�w,,.v s 1-+�i.4-4,";-1,..6° } 1 _ stir.,;-,..-2'''''''''- " 'n"1, L 1},a�N "r b t ,..5 t' le,fkC A' ,^r t 4 � ,,A0 u r,w`° fr {4'-c..* x,i,s-t• -''i-v�ama'`' r ...,,. ` }y"?w,: ., ^�^ "; n�1.`."s:'a^Kw',-;�'�r���:,A't�.Y,.���°;� '`�^•V- `7,��r�,r,t 4�-;,twvn r"�k. X.g`,,4q F 2 Biu t t +S. 1. ce 'j'try.,xc `w=tw:�,.:7.,-;' ,3�n k" ,. -. �i a id ma :'.a�.zr„ r , Extension - • Extension ,�` _,,, 1L-- Extension ` 0' ' ' ..l,� %' ,;; Os - Foundation Bath Dinette Porch, V� ,,<-' \ Basement Floors K. Porch J moAt i' �•`--„, Ext. Walls Interior Finish LR. 0- Breezeway (31' rw \ c �` Fire Piace Heat DR. Garage 'CfFc y` hAae ? 2 sType Roof Rooms 1st Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B , 0. B. Dormer Driveway Total �: 1 lapi, w • * * * „, . g• iikpi i ial?:, if 6 , . r sal i !w es ', it R ii * si i 110 i a 1 a ! i' ! trF o i0i , Y t *' • ...i.aiii i 4 t 4 4 0 fP, c', ei, A f .. P F 0aiati i # i it 1 4 It I 0• At 1111111 .11Pw-- ir 111 r a r " , of or ;"4 Oa''41* II 011 * t.. • 1 % ". - 417 , t / a • Fkolielr" It i Iv >1,1kiii oli lait r • . , . 0 'IP 1 4 - It. . e - Trili . . , '' , f ....! sill IP a:..., I ied r ,. 0. ., , dil‘i a • r I 4 1 r z , , late' +P a . • +44.0 11, . w P t f .. • I I y `f 1111111111111111114 Y TITLE NO: 10-7404-79555-SUFF District: 1000 Section: 034.00 Block: 03.00 Lot: 031.000 Town of Southold Southold, New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE COMPANY hereby certifies to the TOWN,OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lotsother than as set forth. FIDELITY NATIONAL TITLE INSURANCE COMPANY certifies that the above-captioned property has been in single and separate ownership by Susan Wisowaty(99% interest) and David J. Wisowaty (1%interest),as tenants in common and his/her predecessors in title since prior to 4/1/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousands Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: October 11, 2010 FIDE ITY TIONAL TITLE INSURANCE COMPANY Marie Page Sworn to before me this 11th day of October, 2010 Notary Public JUNE SCOTT ECEI1WETID Notary Public,State of New York NO.4793043 Ced in Suffolk County„ , errmlilExpires May 31, -L3 t _ MAY 2 9 2012 BLDG.DEPT. TOWN OF SOUTHOLD TITLE NO. 10-7404-79555-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) Marie Page, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-034.00-03.00-031.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to April 1, 1957. SUBJECT PREMISES: 1000-034.00-03.00-031.000 Eloise S. Staudinger Liber 2391 page 479 TO Dated: 09/20/44 Rose Foster Recorded: 09/25/44 Rose Foster Liber 4647 page 197 TO Dated: 06/23/59 Laura Kildare and Louise Biederman,joint tenants Recorded: 06/24/59 Louise Biederman Liber 11784 page 571 TO Dated: 07/11/96 Kathleen Kreinbihl Recorded: 07/26/96 Kathleen Kreinbihl Liber 11795 page 527 TO Dated: 09/27/96 Marjorie Ann Wisowaty (99%) and Edward M. Recorded: 10/03/96 Wisowaty (1%) FI LITY ATIONAL TITLE INSURANCE COMPANY at-3x-- Marie Page Sworn to before me this 11th day of October, 2010 Notary Public JUNE SCOTT Notary Public,Stateof Now York NO.47930:3 Qualified y1uty0 (ermExpiresMa3 , _ t 2 Marjorie Ann Wisowaty (99%) and Edward M. Liber 12086 page 17 Wisowaty (1%) Dated: 10/02/00 TO Recorded: 11/21/00 Edward M. Wisowaty and Deborah Wisowaty (50%) James M. Wisowaty and Susan Wisowaty(50%) Edward Wisowaty died 08/23/04, No. 694A2008. Edward Wisowaty Liber 12636 page 124 TO Dated: 08/05/10 Susan Wisowaty (99% interest) and David J. Recorded: 09/01/10 Wisowaty (10/0 interest) LAST DEED OF RECORD PREMISES NORTH: 1000-034.00-03.00-016.000 Southold Savings Bank Liber 2126 page 270 TO Dated: 10/04/40 George W. Hallock, Jr. Recorded: 10/07/50 George W. Hallock Jr. Liber 4722 page 6 TO Dated: 11/04/59 John R. Heaney and Helen A. Heaney, his wife Recorded: 11/09/59 John R. Heaney and Helen A. Heaney, his wife Liber 12246 page 324 TO Dated: 03/12/03 Katherine A. Wallace, Gwendolyn P. Cutts, Theresa Bubb Recorded: 04/15/03 And Rosemarie Heaney Annemarie Chouinard, Patricia Rocker and Jennifer lope, reserving life estate to John and Helen Heaney. RECORD OWNERS: PREMISES SOUTH: CHAMPLIN PLACE F ELITY NAL TIT E INSURANCE COMPANY Marie Page Sworn to before me this 11th day of October, 2010 Notary Public JUNE SCOTT Notary Public,Slate of New York NO.4793043 3 Qualified in Suffolk County Term Expires May 31, PREMISES EAST: 1000.034.00-03.00-032.000 Joseph A. Droskoski and Helen M. Droskoski a/k/a Joseph Liber 2644 page 410 Droskoski and Helen Droskoski Dated: 10/28/46 TO Recorded: 11/04/46 L. Arnold Gladding, Jr. and Marian Swan Gladding L. Arnold Gladding, Jr. and Marian Swan Gladding Liber 9208 page 25 TO Dated: 07/01/82 Patricia M. Quirk Recorded: 07/07/82 Patricia M. Quirk Liber 10159 page 336 TO Dated: 10/01/86 William F. Quirk, Jr. Recorded: 10/31/86 William F. Quirk, Jr. Liber 11135 page 226 TO Dated: 09/11/90 William F. Quirk, Jr.and Lynn Lawrence Recorded: 09/12/90 William F. Quirk, Jr.and Lynn Lawrence Liber 11247 page 319 TO Dated: 04/01/91 Lynn Lawrence Recorded: 04/15/91 Lynne Lawrence Liber 11880 page 389 TO Dated: 06/23/97 William F. Quirk, Jr. Recorded: 02/26/98 William F. Quirk, Jr. Liber 12006 page 636 TO Dated: 11/24/99 Anthony M. Contino and Jeanine Contino, his wife Recorded: 12/13/99 Anthony M. Contino and Jeanine Contino, his wife Liber 12489 page 586 TO Dated: 01/24/07 Gladys Huggins Recorded: 01/29/07 LAST DEED OF RECORD FI ELITY ONAL TITLE INSURANCE COMPANY Marie Page Sworn to before me this 11th day of October, 2010 Notary Public JUNE SCOTT Notary Public,State of New York N .4793043 Qualified to Suffolk County Term Expires May 31, —� l t 4 L 1 PREMISES EAST: 1000-034.00-03.00-033.000 Lorraine Busso DeAlbertis Liber 2347 page 491 TO Dated: 03/16/44 Alice Kolocowski Recorded: 03/20/44 Alice Kolocowski Liber 5507 page 569 TO Dated: 02/29/64 Anthony J. Wisowaty and Marjorie Ann Wisowaty, his wife Recorded: 03/04/64 Anthony J. Wisowaty and Marjorie Ann Wisowaty, his wife Liber 12085 page 892 TO Dated: 09/27/00 Edward M.Wisowaty and James M.Wisowaty Recorded: 11/21/00 Reserving a life estate to Anthony and Marjorie Wisowaty, both now deceased. James M. Wisowaty, as administrator of the Estate of Liber 12627 page 512 Edward Mark Wisowaty, as to 1/2 interest Dated: 05/21/10 TO Recorded: 06/10/10 James M. Wisowaty as to 1/2 interest James M. Wisowaty Liber 12627 page 513 TO Dated: 05/21/10 James M. Wisowaty and Susan Elaine Wisowaty, his wife Recorded: 06/10/10 LAST DEED OF RECORD PREMISES WEST: 1000-034.00-03.00-030.000 John Cerlin Liber 2615 page 84 TO Dated: 08/08/46 Frank S. Coyle and Ruth C. Coyle, his wife Recorded: 08/29/46 Frank S. Coyle and Ruth C. Coyle, his wife Liber 10006 page 58 TO Dated: 03/14/86 Barbara C. Ebeling Recorded: 03/27/86 Barbara C. Ebeling Liber 12625 page 202 TO Dated: 03/31/10 John P. Ebeling and Barbara C. Ebeling, his wife Recorded: 05/18/10 LAST DEED OF RECORD FI E NATIONAL TITLE INSURANCE COMPANY 04,k_si Marie Page Sworn to before me this 11th day of October, 2010 Notary Public NJUNE SCOTT otary Public.State New York 5 NO.4793043 Qualified in Suffolk County o Tenn Expires May 31, • i l 1. Site clearing: clearance of minimum site work as needed. Install berms, haybales, silt fencing as required. Runoff •rotection to be maintaine• • •• : len_th of constru '• • Excavation must not begin until the locations of underground wires, cables and pipes have been marked or until verification from utility companies that the area is clear. Clear the site at least 20- 25 feet(if applicable)from the project perimeter. Do not clear or excavate large areas toofar 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 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 installed where vehicles enter the job site. 2. Pollution control: construction dumpster and portalav to be on site and maintained during length of project. 3. Soil control: excavated soil to be retained on site as indicated on site plan. Retain as much top soil as •ossible to •reserve the envir• ••- • . • .. 't of the •ro'ect site. Excess fill to be shipped off site. Contractor and excavator shall inspect property for existing utilities before excavation begins. Any digging within 24 iches 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. Excavation should be as level as possible.Set elevation bench mark prior to excavation. Over dig foundation holes to give plenty of room for a well-draining back fill and to provide room for all work. A). If the depth of excavation is 6 feet or less, over dig by 3-4 feet. B). If the excavation is deeper than 7 feet,the sides must be sloped outwards at a 45 degree angle above 4 feet or install shoring. Hillside excavation: excavate the hill back to an angle of repose-the angle at which the slope is stable, ussually back to a slope of 2:1 (verify soil conditions). A). An unshored verticle cut should not exceed 5 feet on a sloped site. 4. Storm water runoff control:jnstall drywells (and septic if needed) during construction. Gutters down snouts tie immediativ installed at time of completion of roof. All downspouts to be piped to drywells at this time. Underground hookups (electric, water, gas, etc.)To be installed. 5. Project completion:final grade to control runoff direction to stay within site.Pitch grade along perimeter(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. REVISIONS: NOTE: __-- __.�.„...�......�-_ / HEALDEPTH 00/00/2009 ALL STRUCTURES,GAS,WATER,ELECTRIC, A , DRYWELLS,SEPTIC,DRIVEWAY,ETC.IS Water L.k.e.(g)_Mr L1ST ` !?3spec-t�a By The / PROPOSED(NOT EXISTING) Suffolk ( NO WELL DETECTED ... F ° 1 Su folk Caale5 tw iili-199/Fsgpncc f Fi-.,iii: Services. I �`' 3 CaL�G651-5700. - 2,: H e�'�E in..�`LIvanc1w; g$J -3o Scneda,A inspec•tion(s). o MAINTAIN MIN 51 SEPERATION S 33°27'0" E 150.00' METER ( GAS 0 BETWEEN GAS AND WATER LINES) 30(900 . --G ' _� 1417/1� \ I.M DW ® ® —G— —G — —G— p q �.� – ' WATER LINE FROM HOUSE TO \ Qj el o.,Z; C) 2 _!m +G—,-�G —6-- G _ C , �/ �arsuova GARAGE TO BE MIN.4 5 FT J 0 ' ® P L3., BELOWGRADE 1–_ _ ILDING ENVELOPE / SITE PLAN � - —W—(ae) IUG PROPOSED LOCATE DRYWELLS(VIF). `` /74.1" Z W IMIN. I WATER METER 4 1 11 = ( 10'FROM BUILDINGS 4.5 SCALE■ 1 20'-0' 20'FROM SEPTIC STRUCTURES DW �' �� �� - PROPOSED PROP SED / ~ ". • 2 STY. FRAMED PORCH / .47 – �`— HOUSE w/ u CUTILITY MIN.SEPERATIONS tii7^/ 4E I lv D a TO GARAGE PER CODE �•. a i�a7 3�, D. / O 2�2 ST --619, �L► z DW �`' J, O5 ; NO WELL DETECTED 1`, /O P PROPOSED 1 ` \ I / Q •WITHIN 150'OF SEPTIC ` �, - W �1 ` In 1 - a I 01 SCREENED IN / \ �b (�� '� ` ( PORCH i..°0_,..--;,,\' O / (■) PROPOSED ' /2 ® C - f \ °N , j ' 2 STY.FRAMED J s / ^"1 a 4J GARAGE Cl BUILDING ENVELOPE - F H / '� �- .b. . - _ ,'--r.v --'"-'rte f-'_■_-•_^r._°ter• ••47.5.7. .- e-- • •d; • ° • •6.; • ° • < • W p '� • '� •.'� •.� •77---;-;::. •. •. ♦.'� •.�•y♦. db, dro, db. dro, da. de. . 0• da. Oa. A . d•. db. Ob. Oa. 0., ••.•da.•Oa.•'Oro • SCTM No.: 1000-34-3-31 U1 z 'fr..•Oro.•Oro.•Oro•.•da,',s-..'a,,.•da•.•Ob•.•dro 4.... • •.: •.•' • . • , , Z. ON . •,• •• •, • • •• dro.°db.•dro. O•s. Oa• •Oa•.•0 e_. •••. da. d•. Ob•.•dn•.•Oro.O••.�ro Oa. O M ' o••da •dro•.•da •dr•• tic R A V E L DRIVEWAY• • ' P • ' • ' .�! •Oe.•Oa MEETS AND BOUNDS: PECONIC SURVEYORS JOHN METZGER �+ _'• •. •. ,. •,�.•• ,'. 4r 'a. ^. fel ,�. ,:Lf�ie• '% 'i,• % e, % • • ` �a •.': • '. .•,'•;.••';'.•l'.••4' ••': ••%;;.••'••yo.°db.•4b.•db.•0*.•Oro.Oro.•O',•da.-Oa •0•e. d •--•• . de. de•da.°de. Oe.,da.•de b,• '7.' 'j , , 1 (631)765-5020 LIC No 49618 O d A °Oro•.•Ob.°6'..•Ob.•Ob.•6b•.•4.•.•Oro.•dro y.• '. •••i•• . •••. • 'o•• '. •'.•• ,. • '. • •.• 'r • e • . •,..• •. • . .• , •, •• ,..• .•Oa a da., Y.. - T •'� 'v' � ,%-&---.4:11,, � � �"�`.. PROPERTY SURVEYED: MAT 12,2011 W 149.22' ��c, .'.: ",`a , N 33°21'0"W .� g - w a.{ L''� +� 4; � 3• mE�y � 5 � � / at� rte( �r h*• SYM I DESCRIPTION 4 W ' � ;- � SEPT C SYSTEM REQUIRED/ LOCATION• � _ • DISTANCE DISTANCE DISTANCE NO WELL DETECTED ''' `' i 9� _ _ ! n n, n n. n n.. O C/U } WITHIN 150'OF SEPTIC a L-`t.•,, `J1?•1"R';'':'€. P7'T - F n d , e •------------ 'S a� e:, u:v...-ca?cs.y:c• k ) / 8 ` `s �, x a * PIA p 8 31C O FROM . FRO FROM a z ,�� ST 1500 gal.SEPTIC TANK 3 1 3 p APR 2O 2 0 ° 3 LP 1 8'dia.8'deep LEACHING POOL 15.5' 16.3' a SUFF. CO.HEALTH SED SEPTIC SYSTEM DETAIL - +rya LP 2 B'dia.8'deep LEACHING POOL 44.2' 23.1' 27.8' a OF GT . N■T.S 31p3 t a - sem-.;-,�_:, . HOUSE/GARAGE Fl1Jfl9H0EDGRADE cTm# 1CA 1'MIN.; TEST HOLE 0 TOP EL-I 0� ��1'MIN , TOP Ery-1 8'� ,.�6° r_, GA E 1.2'/HOUSE,716' 7-780' MN 4°DIA • _ 1, DARK BROOWN LOAM APPROVED PIPE SEPTIC (EJ APPROVED PIPE - I LEACHING LEACHING EL-1 5' TANK POOL POOL BROWN SILT W mlq PITCH 1/4°A' min PITCH 1/8Y1' 8'•0" 3'CLEAN 3' ML �...,..�._.,___._�, -INV EL.-2.6' '" B yLl®W ••.••• _ __ - _. __ _.. __. - Q, -NV EL-20' NV EL COLLAR yy. pp�(�• gg ._ _ .�" __...__.__._.� ___ 14 .-1 25' COLLAR Cr G`� �t-z ,�yy�'' 6�q� pia y �g�^r"�-n P C4 tn. 1.—meg'—►{ a'--'7•1- I� 8'�7MIN. y J 4 gef�s3v 1d E��L;C'Bt"0-� 'E 4EV 6 L>I'J �0IE E'8[�•-'J`�E�'�,F"E [-, -.- /���• 8a6`�Je � '4°= .Ee W LLq;;9'�n''r i, 9�'o3P+e•,�, I,s,�i-,�� O R'. Lit I >�a'� � i�F �N � a a BROWN FINE TO COURSE g 1 SAND WITH 10%GRAVEL 4y 3"r°"•1"'�.�R,'1i-$ °P,'P�,•' f-q' aPap}-•.�.• `�:��� SW e_ ,«:a_a�6 e-1.Mil- a C -•.-J;ae4..31.'('..;AND DISTRIBUTION POOL OF —ROT.EL-9 8' GROUND WATER(14'BELOW GRADE) - L�] 2 POOL SYSTEM //�J�� N f� I SECTANK PALEB0.0WNFINE ppq.--- �l --11_ _' LEACHING POOLS TO COURSE SAND FL a �"' [ �- S, - r NOTES' sW -r. = a /.--._•,_.tiw I'4.^-J. l�-;• !', jA,..-...,--,,-..--...=--..f-.... 0,„`2._606 `J NOTES -�•� _ __ a 1)MINIMUM SEPTIC TANK CAPACITIES 151500 GALLONS 1)MINIMUM LEACHING SYSTEM IS 2 POOLS:8'DEEP,8'DIA 14, •• •• V 2)CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psl AT 2)LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE WATER IN PALE BROWN FINE - et., 65,441:"` _ 28 DAYS (OR EQUAL). TO COURSE SAND ���� `•�` - �'-�'- ��_ / SW b _ 3)WALL THICKNESS SHALL BEA MINIMUM OF 3',A TOP THICKNESS OF 6°AND A 3)ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL) 17 """ ) B O(�At..PO,i:•.aEri;,l Ic gin,'`i•M'.V C' I{`•�; VV// DRAWN MH/MS BOTTOM THICKNESS OF 4°ALL WALLS.BOTTOM AND TOP SHALL CONTAIN (WATER ENCOUNTERED 14 0 BELOW SURFACE I SCALE 1"=20' REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf 4)A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED TEST HOLE DATA BY 631176036 GEOSCIENCE $4%•®".,d D 25`l,'•.m U -_i _ `. ¢°S e�F�+.a.'�V' } JOE# 4)ALL JOINTS SHALL BE SEALED 50 THAT THE TANK IS WATERTIGHT (631)765 3677 t _ - ' '/` • "h=��e"'-"� April 02,2012 5)AN B'MIN DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL PO BOX 1000 - �'"""°""•-`_---^•--- ^�' SOUTHOLD•NY 11971 SHEET NUMBER5)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 I SAND OR PEA GRAVEL - S ow I 6)A 10'MIN DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED 1 SURVEY OF PROPERTY -3- AT 3 - NA T GREENPORT r 1\-:1- E C� E ' TOWN OF SOUTHOLD Co \/, l SUFFOLK COUNTY, N. Y. 1.--, \\ , JAN 1 a 201 1000-34-03-31 SCALE: 1'=30' BLDG DEPT MAY 12, 2011 TOWN OF SOUTNDLD JAN. 7, 2013 (under constuction) cP. (//OA LOT 44 jjj (DWELLING) �; (DWELLING) N7325'00'E 79.73' U FE GARAGE'N) ,r MON 0.3'S 0.4'S E WIRE FENCE 0.5 N I (1.2 I 1l X \X )' g EDGE 90 \ 0 5HE0 0 0,13.2' i, '9- Z. LOT 1 LOT 2 LA LA 0.2."0/ \ m, O 13 r r N O O t \ m , p Z '4 ta A a Og tii 11•Dr Ito, -- m o g 2. too \ 0 1 END FE. gr, 3 Z v 4'w REO \ % u', \`f 1.3 E cO cn pORCN y 5.3' c� �m p ' Amy ,o• 0 D LA ` *A 'C. \ c.P O In v Z cp �N \ rO Z O 21�' Z -A — - - -- -- - 29'1. 4 11'D' \O .Oi-W O Nto _ '� co p cpVER N <`• p0R-- -n o ONE STORY �, tzl Z vi Z FRAME HOUSE wCt r 4` N \mym tzi \ L.-._ MON SET 1 \ SET 1.2E - 80.00' S7325'OO"W SIDEWALK 80.00' U711lTY POLU - , OVERHEAD WIRES _U77LITY POLE CONCRE7E CURB ' CHAMPLAIN PLACE (PUBLIC WATER IN STREET) (DWELLING) (DWELLING) AREA=11,464 SQ. FT. ALL DWELLINGS UTILIZE PUBLIC WATER. ELEVATIONS REFERENCED TO AN ASSUMED DATUM LOT NUMBERS REFER TO "BUCKLEY FARM" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON SEPTEMBER 5, 1914 AS MAP NO. 298 ;-,fie O F NE F ANY AL TERA TION OR ADDITION TO THIS SURVEY IS A VIOLATION T.s 4c 3.`., OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. (3*� <c, Y EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS 9 0 A, ' HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ;Al),0-1:V4 .. �kk`5'.�'� SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1-°f= -t" j WHOSE SIGNATURE APPEARS HEREON. •\,. '7:1:6c1� r I am familiar with the STANDARDS FOR APPROVAL �C' iVt q- { AND CONSTRUCTION OF SUBSURFACE SEWAGE / `S ° �9s�� ' ; DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES it.0 / , ,.0V.:1-4,\Dk•!0' ' and will abide by the conditions set forth therein and on the • . • 1C. NO. 49618 ill permit to construct. P CONIC SU° •� ORS, P.C. (631) 765-5020 FAX (631) 765-1797 The location of wells and cesspools shown hereon are P.O. BOX 909 from field observations and or from data obtained from others 1230 TRAVELER STREET 94-238 SOUTHOLD, N. Y. 11971 SCDHS. REF.# RIO—I -0002 ('�� �� SURVEY OF PROPERTY I SUFE OLK COUNTY DEPARTMENT OF HEALTH SERVICES• AT GREENPOlti T iv 1 APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE TOWN OF SO UTHOLD OCT 0 9 201 Date H.S.Ref. ®. Rio a 12.-�d®� SUFFOLK COUNTY, N. �': —ii ,.... ' The sewage disposal and tiaatcr sapp;y ssc'li+ties at this location hare been ' 1000-34-03-31 inspected and/or certified by this Department or other eger.ar.and fti,rd as : SCALE.' 1'=30' be satisfactory FOR A MAXIMUM OF, 6 BEDROOMS, MAY 12, 2011 ' Q JAN. 7, 2013 (under constuction) Waiter J.t iiiue h,P-Is ,`�' i r MAY 28, 2014 (FINAL) JUNE 9, 2014 (final addits.) l.r;iic". i1 'd riJ.elvu'..,P`tl. g - aant I , O C.P. LOT 44 . (DWELLING) ' (DWELLING) N7325'00nE 79.73' _ 0.� FEMFr GARAGE S N JF N1RE FENCE 0.57J I •(1.2'N) I EDGE ` • po `, 8 SHED . 4 p 0112' ni . G, .E LOT 1 \ LOT 2 x�; w . 'L 9, tc,,;13 G 51 \ . c I 0 Sr_ z �P 2 . �,O , P soo 11.0 ;m ,-.nr0 m- �P 21,k Zmr0 O \ o m �. 1 END FE. r r0 J Ft .• CRA`�� • n' `'1.3E. 2 PASO \. 11 0, 0 [n z $ i 5.3' 5 o, 1. sfv , �/ z 47 N d -13 m O \ c. -x. C.P• **.v'"'-R1 r O 7- O 1� CO CN ••_. ? 1o 2 . pOR • 8 8' 11,0i \u, 0 c,, - -- I -- tt-- i -+. - o REO U- , r; N \_ ons cvE / OR p N • -c P 1\9 7,11S ONE SMRY z 7; FRAME NOOSE N cAA / MON 0\--, o- • -o—a a- ,k.._, - SET EN 1'?E 80.00' SEPTIC S7 25'00"W SIDEW- 80.00' mm.m' A B 0771.17 POC€I _ \ 0VEKr1EdO" " _ - -Until?'POLE' CONCRETE CURB ST 16' 34' • ,CHAMPLAIN PLACE LPI 15' 20' (PUBLIC WATER IN STREET) 28 40' LP2 a , • -Ec(DWELLING) ' - (DWELLING) AREA=11,464 SQ. FT. n o CD ALL DWELLINGS UTILIZE PUBLIC WAFER. "" I �� f 1�� "I ELEVATIONS REFERENCED TO AN ASSUMED DATUM SIOZ OZ 130 LOT NUMBERS REFER TO "BUCKLEY FARM" FILED IN iy®X THE SUFFOLK COUNTY CLERK'S OF4ICE ON SEPTEMB. ' I BLDG DEPT ;�� 5, 1914 AS MAP NO. ,298 TOWN OF SOUTHOLD i ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION Cf �'`t � OF SECTION 72090F THE NEW YORK'STATE EDUCATION LAW. cam` t i.NiM �r �. EXCEPT AS PER SECTION 7209—SUBDIVISION'2. ALL CERTIFICATIONS �'`` '` •``�' 1 ' HEREON ARE VALID FOR TI-IIS MAP AND COPIES THEREOF ONLY IF 0 , ' - SAID MAP OR COPIES BEAR THE IMPRESSED'SEAL OF THE SURVEYOR * ' t 4 _ i fil CD - WHOSE SIGNATURE APPEARS HEREON. = 1 �f°_ t ' 1i !f - l om familior with the STANDARDS FOR APPROVAL *,. j-` AND CONSTRUCTION OF SUBSURFAOE SEWAGE �;, DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES • 1'�, Ai,"-,4g6I- Affahh,:li'digivI,.,,,,i1. Y.S.�� LIC. N0. 49618and will abide by the conditions set forth therein and on the — permit to construct. PIECONIC ll r YOBS, P.C. (631) 765-5020 FAX (631) 765-1797 The location of wells and cesspools shown hereon are P.O. BOX 909 from field observations and or from data obtbined from others. 1230 TRAVELER STREET 94 ,238 SOUTHOLD, N. Y. 11971 ,w .., • r • i I I 0 . CP. N LOT 44 SURVEY OF PROPERTY (DWELLING) (DWELLING) N7375'00"E 79.73' A T GREENPORT ,...1 FE AM 3E IMRE FEN s N( R2 GE TOWN OF SOUTHOLD X X • .1 SUFFOLK COUNTY, N. Y. EL. 27.7' EDQE 7.3 EL. 27' 1 1000-34-03-31 o SHED '' o 0.0.2. , 1 SCALE: 1'=30' ti°ej *� `if', MAY 12, 2011 - Z LOT 1 \ LOT 2 t,t o •o w o2.w , % O t y \ x FNCE1 r �� 9 .s �X---x' = H t ' 111 0 m Z O r G � 0 \ ,O W ' a O p ',m i - r0 m 11 O z�r0 \ `` O Z H w Z G7 _ '0 a -'� ,d p \ AVERAGE SETBACK 29.8' w \ c0• O � � HOUSE `x ., `z o ,� Z O� N \ O `�� HOUSE tt HOUSE -o \ 010' PORCHZNf \ tr....4 I CI HOUSE \ m9HOUSE NMON j oQOo EL 23.1' TT EL ?4. J tt j S7325'00"W SIDEWA. 80.00' L unuTY POLE.1 _ , OVERHEAD ,• ES UflU�POLE CONCRETE CV B I CHAMPLAIN PLACE ' gECElly Eff-.1 EL 25.0' EL. 24 • (PUBLIC WA ' 'IN STREET) MAY 3 0 2012to 4th .kh `j, M*,. ALL DWELLINGS UTILIZE PUBLIC WATER. - 1 TOWNLOf ISOU�T ? ti " ' • �' ELEVA TIONS REFERENCED TO AN SSUMED DATUM OCA i 4. I am familiar with the STANDAR S FOR APPROVAL (DWELLING) (DWELLING) `{ { AND CONSTRUCTION OF SUBSUR ACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE AMIL Y RESIDENCES 2 �-•. ,. ,,,.,F jV ' and will abide by the conditions set forth therein and on the 1 TOTHIS SURVEY IS A VIOLATION l "���'�`� �""��"0. 49618 ANY AL TERA TION OR ADDITION CONIC SU 0-4-7-?c.. - -- .C. -- .. permit to construct. OF SECTION 72090F THE NEW YORK STATE' EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 LOT NUMBERS REFER TO "BUCKLEY FARM"--FILED IN EXCEPT AS PER SECTION 7209-SUBDIVISION 2. 'ALL CERnFICAnONS • p AREA=11,464 SO. FT. THE SUFFOLK COUNTY CLERK'S OFFICE ON SEPTEMBER HEREON ARE VAIJD FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 The location of wells and cess o!s shown hereon ore 5, 1914 AS MAP NO. 298 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET s�qp from field observations and or om data obtained from others. 94 from WHOSE SIGNATUf?E APPEARS HEREON. SOUTHOLD, N. Y. 11971 1 i...... ' i REVISIONS ' SOIL TO SOIL TO NOTE: 00-L. p y, ,-,0 6.rv- 'k 4 C CCcIe, k. 4-I_ AREA: AREA: LOT COVERAGE: -� ,� �,�� 5-P���a � REMOVE: FILL: PROPERTY: 11,464 SQ. FT. 0.26 acres EXCAVATED SOIL FROM GARAGE, GARAGE (Ylo.;ln-( al -rerti^e.si rov1; du-Jr;vj Ceask- -f;on. DRYWELLS, AND GARAGE UTILITIES TO BE / EX/ST/NG SHED: 132.0 SQ. FT. (TO REMOVES 1 CU. YD. 1.5 CU. YD. STORED IN LOCATION OF FUTURE GENERATOR BUILD UP 12" HIGH BERM AROUND PERIMETER OF / HOUSE: 1,343.2 SQ, FT, 11.7% 617 CU. YD, 264 CU. YD. (TO BE BUILT AFTER CONSTRUCTION OF GARAGE. 2 ----- ---- -- -- -- ---- -- ----WELL DETECTED y_ .. PROPERTY DURING ENTIRE PERIOD OF CONSTRUCTION. w SCREENED-IN PORCH: 310.8 SQ. FT. 2.4% 4 CU. YD, 2 CU. YD. EXCESS FILL (46 CU. YD. +1-) TO BE SHIPPED OFF SITE WITHIN 150'OF SEPTIC .. BERM TO BE LEVELED AT TIME OF FINAL GRADE. w -,4,/ FRONT PORCH: 91.0 SQ. FT. 0.8% 2 CU. YD. 1 CU. YD. w DETATCHED GARAGE: 560.0 SQ. FT. 4.9% 84 CU. YD. 38 CU. YD. L:o SEPTIC SYSTEM: 37 CU. YD. 26 CU. YD. MAINTAIN MIN. 5' SEPERATION S 33° j E 150.00' 00 GAS / DRYWELLS: 18 CU. YD. 10 CU. YD. METER UTILITIES: 90 CU. YD. 88 CU. YD. BETWEEN GAS AND WATER LINES 4 ' ,,,-1'" ``g:- -' > " 1 (II :cF ' DW `" G G G - G O TOTAL: 2,305.0 SQ. FT. 19.8% 853 CU. YD. 430.5 CU. YD. . $ , _ G G -G WATER LINE FROM HOUSE TO Q.' I, z '''''.34. 2 --_' G -- '°eageNS C' /r 6 O�oo / Ll GARAGE TO BE MIN. 4.5 FT. ^ °N" .04 BUILDING ENVELOPE BELOW GRADE �� wy G - -. _-- -- _ _ � , �,eI. a A -"�'W. _ W W (48') W UPI' / °T t r PROPOSED / �' - \\ - �W TEST ®MIN. 0 ; ,,-__.� bated • LOCATE DRYWELLS (VIE): WATER 1 ` / METER 10' / .-.....,s FROM BUILDINGS iDWr --------------__351 /1 �,s� �T� 20' FROM SEPTIC STRUCTURES '� �`°"�� �� Z PROPOSED PROPOSED i / F 0 �"'� 3 p� G ' - � '.� \\\ 2 STY. FRAMED PORCH i Cr � K >'''.16 H, ,�, I I ' '� E r HOUSE ® wQ UTILITY MIN. S NS / '�` �V / ', - ` w ; TO GARAGE PER CODE / \, ' B O `'~ _`` _�/ / *�, a SHELTER ISLAND ____.. ,, . ,_ ,z O � �� �\ , ../ - <:31110 , , •,^�.._.,` Q 'a SOUND r/ 7 1 "h 44*.' 1 't / �/ ( ♦O `\ -. / Y//.��. 115-�,� Ty STQ f��ff: 11,444 ../ N, E �/ PROPOSED E 1 � �_ z NO WELL DETECTED �� J CF-3- ; ,� WITHIN 150'OF SEPTIC 1, �� ® 10io1 ® SCREENED-IN / KEY MAP v' �-\ / PORCH y',4 \ _0 "M`� A-+ ��O �h/ PORT-A-LAV TO BE � w PROPOSED /�° LP � C \ ON SITE DURING (v .� l © `., _ _ CONSTRUCTION M / Q 2 STY. FRAMED / ;� -r `- SEQUENCE OF PROJECT: LL>� GARAGE tn /�b U I LD I N G ENVELOPE `` 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF A° PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS QJ V A 0 A • o D • e D • o D • o A • o A • 0 A o A o A • e Q_ ..__�._.--... Q _.-Q •'s 4 "• 4 "s Q "♦ a "• Q "• a •'• Q "• Q s 1 n • D'e d'n d'e d'o d'e d'e D'n d'e 46.6. d'e d'° e d e d'e d'n d'e d'n �. 4'e .6*4 d'° OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE C� 4 e•! 4 O•! 4A • . 4 O•! 4A • ! 4 d•! 4 O•! 4A • ! 4 O•! 4A • !, . f . , 1 , , , , • , , > , > , , d'n , , d n d e 0'n d'n d'n d a d'n d e d'n d n .'o••° • °o•n° • °o••A > .. ,A. !D d•!A d•!D O•!o O•!D O•!0 O•!A O•!D O•!'o•!D e•!A 'o . .'e D .'e o ' AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE)FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE Or e , , , , > , , . f . f f , f 4 , 4 , o CONSTRUCTION DUMPSTER �' , 4 4 4 d 4 a 4 4 4 4 4 0•• o•• • LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS O Y o .',.• o . e o . o• D . o D ,'4• D d e d'q 4 d'n d'e d'n d'° d n d'e d n d a 4 e PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED O • °•• °•! o•n O•! o•! GRAVEL DRIVEWAY TO BE ON SITE DURING * , , , , , , , , , , • d n d'n •�, ►�•{ a 4 4 4 4 < > . e' A . E o . e A . e D . e D . o D . e D . s A . epe' D . , • UAREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT �.L� d n d`n D'e D'n d'a _ _ _ - CONSTRUCTION - 3 a • s ! d a ! O ! o d ! o d • o . e D . e -, , > • -' • f .v ... M 4 "•. 4 d•- 4 4 . a 4 • 4 a 4 • 4 ' a • a . • 4 0 o e ;1•14.i' SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE A A . a• 0 . o• D . e• 0 . o• o . o• D . o• o - o o . e o . o o . D• 1.n ,A.4 4'n . , ° d'n d'4 d t"""'" 'e d'4 d'n d'e d'n d'e d'n d'e .� 4 4 •/ INSTALLED WHERE VEHICLES ENTER THE JOB SITE. Ct n d o O•n d o O•• O�• d•n 4 ° 4 ° o•s 06 CD W 4 • 4 • • C • • 4 • • 4 • • 4 • 4 • 4 q • 'o' D .'e' D .'e' 0 .>e• 0 ,fo' D .'e' o .'e' D .'o' D .fe' A .fe• p .'e' D .'e' o .'e' D ,fe' 0 .fe' D .'e' D .fo' D .'e' D .'e' o .'e• D .'o' ° , At , d`nt. +: d'q .446% d'n d'D 46.4 d'n d`4 d'n d'n .e n d s d o d o d • o s o n d o d • d • e • o n e • o n e • o n • e • • 4 n • 4 n • e • • o D ,',.• n D . 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. CC.) • 3 SOIL CONTROL: EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE TO CA p• NOTE: N 33°21'0" W 149.221 PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR - z F SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE ® :--+ a EXCAVATED SOIL FROM HOUSE, SEPTIC SYSTEM, DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT C °'�i��� J a0 END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. I Q EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG HOUSE DRYWELLS, AND HOUSE UTILITIES TO B E SITE PLANFOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. i LL STORED IN LOCATION OF FUTURE GARAGE (TO . = 10'-0' © A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. N U a SCALE. 1" / B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR Lf/ C BE BUILT AFTER CONSTRUCTION OF HOUSE. NO WELL DETECTED INSTALL SHORING. • WITHIN 150'OF SEPTIC HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY U EXCESS FILL (376.5 CU. YD. +/-) TO BE SHIPPED OFF SITE _____ BACKTOASLOPE,r)F2:1 (VERIFY SOILCONDiTIONS). �' -- w r A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. / ` 4 STORM WATEt:RUNOFF CONTROL: INSTALL DRYWELLS(AND SEPTIC lF / NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS TO BE V IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS,ETC.)TO BE INSTALLED. 5 PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER(WHERE POSSIBLE) OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND o ROADWAYS.INSTALL CATCH BASINS WITH DRYWELLS AS REQUIRED TO cn el G CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. � H PROPOSED SEPTIC SYSTE DETAILTESTHOLE S N .T.S. 1' DARKBROWNLOAM SEPTIC SYSTEM REQUIRED / LOCATION : ° " w DO NOT PROCEED WITH o HOUSE/GARAGE BROWN SILT DISTANCE DISTANCE DISTANCE r~ g, a" FINISHED GRADE FRAMING UNTIL SURVEY • cl SYM.. DESCRIPTION. FROM "A"- "B": FROM C . met ELEV.0' OF FOUNDATION LOCATION 3' ML HAS BEEN APPROVED. �� ,�, ,� ��, 8 u TOP EL.-1.0' f-i MIN. , TOP EL.-1.8' 1'MIN. c` =,r-. ST 1500 gal. SEPTIC TANK 31.0' 14.0' 36.3' o, " \o . 6 GARAGE.21.21 HOUSE. 11.6' r 9.0' MIN.4' DIA. °p v APPROVED PIPE ---1 SEPTIC -` LEACHING LEACHING 7 LP 1 8'dia. 8' deep LEACHING POOL - 15.5' 16.3' N EL.-1.5'--fTANK _ APPROVED PIPE POOL POOL min.PITCH 1/4"/1' min.PITCH 1/8"/1' G W -INV.EL-2.6 8"o„ 3'CLEAN BROWN FINE TO COURSE LP 2 8'dia. 8' deep LEACHING POOL 44.2' 2 3.1' 2 7.8' -INV.EL.-2.0' INV.EL { f roe-- SAND SAND WITH 10%GRAVEL 8" COLLAR SW I"! 8 .I 2.5 14.------ 5.....---0. 1...+ T S` r I !MIN. �- GRADE SLOPE DR�ELL SYTEM REQUIRED• Egati 4 DISTRIBUTION POOL. OF -BOT.EL-9.8' GROUND WATER(14'BELOW GRADE) FINAL GRADE TO PITCH 11' SIZE DRYWELL CU. FT. AT DRYWELL0 C 2 POOL SYSTEM LAND DISTURBANCE TO SYM.: ROOF AREA: 211 RAIN / HR.: CAPACITY: C STAY WITHIN PROPERTY PALE BROWN FINE TO INSTALL: Q TO COURSE SAND 14' SW DW 1 8' dia. X 6' deep 1310 SQ. FT. 220 CU. FT. 250 CU. FT. t f,` , festi (1 5EPTICTANK LEACHING POOLS DW 2 8' dia. X 4' deep 650 SQ. FT. 100 CU. FT. 167 CU. FT. ' �' F 0 NOTES: NOTES: WATER IN PALE BROWN FINE /Mei (,..� 1).MINIMUM SEPTIC TANK CAPACITIES 15 1500 GALLONS. 1).MINIMUM LEACHING SYSTEM IS 2 POOLS:8'DEEP,8'DIA. /+, TO COURSE SAND DW 3 8' dia. X 4' deep 685 SQ. FT. 115 CU. FT. 167 CU F, ,- ' .". • `'-`'m a 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE ELECTRICAL 17' - t",s��' '}' 28 DAYS. E UAL t ., ^le' �. PLUMBER CERTIFICATION `` ,-.:.„ A°lc 4 F° (OREQUAL). INSPECTION REQUIRED �, f.,,k �;,.�. ' ,.•a. .'� . WATER ENCOUNTERED 14.0'BELOW SUR1�PU VAD CONTENT BEFORE `\ , ` / ,€`�"'':IA, ' rte, tiig}, v 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). / :v, , 2• M* BOTTOM THICKNESS OF 4".ALL WALLS,BOTTOM AND TOP SHALL CONTAIN APPROVED AS NOTED TEST HOLE DATA BY:McDONALD GEOSC���TIFICATE OFDCCUPANCY 1 - 't- „�v ,, . , REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE B P # ,3 '� ( (631)765-3677 SOLDER USED IN MATER / r4 MAINTAINED. DATE- C S1I� 7" P.O.BOX 1000 \`+/'f' ''` 'x�`''• ,iii 4 a 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT, '/ SOUTHOLD,NY 11971 SUPPLY SYSTEM CANNOT `) ` r--, -' C5).AN B'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL I y 7" Ch_ <s a: FEC ,1,, .(..r,(4% `c , ' EXCEED 2/10 OF 1%LEAD. i !t, 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 NOTIFY. UILDIG DEPARTMENT AT ,-' I L: ,, SAND OR PEA GRAVEL. 765-1802 8 AM TO 4 PM FOR THE . 1 /� A 1 ''--.....7"i. .,., 'FOLLOWING INSPECTIONS: SCTM No.: 1 OOO-3`i -3-3 t `, <.Y ,.I V:' pis ,` , 6).A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. . 1' FOUNDATION-TWO REQUIRED , i PLUMBING �,� .., FOR POURED CONCRETE ' OCCUPANCY OR AIL PLUMBING WASTE 2. ROUGH-FRAMING.PLUMBING, P &WATER LINES NEED MEETS AND BOUNDS- PECONIC SURVEYORS JOHN METZGER .$ • STRAPPING.ELECTRICAL&CAULKING USE IS UNLAWFUL TESTING BEFORE COVERING DRAWN: MH/M `.3. INSULATION (631) 765-5020 LIC. No. 49618 SCALE: 1"_ a, g FINAL•CONSTRUCTION&ELECTRICAL h v iTHOUT CERTIFICATF JOB#: MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE OF OCCUPANCY PROPERTY SURVEYED: MAY 12, 2011 May 23,2012 REQUIREMENTS OF THE CODES OF NEW SHEET NUMB] - . YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. S NM ' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. RETAIN STORM WATE $f F PURSUANT T2 CHAPTER 236 OF THE TOWN CODE. REVISIONS: SPECIAL PROVISIONS 4. REGULATARY REQUIREMENTS DIVISION6: WOOD AND PLASTICS ALL CONSTRUCTION, MATERIALS AND EQUIPMENT SHALL CONFORM TO ALL STATE, COUNTY AND LOCAL ZONING AND BUILDING ALL FRAMING LUBER SHALL BE GRADED STAMPED DOUGLAS FIR-LARCH, STRUCTURAL GRADE No. 2 OR BETTER. Fb = 875 P.S.1., CODES INCLUDING ANY RELEVANT ENVIROMENTAL REGULATIONS. E= 1,6000,000 P.5.1. DIVISION 0-BOD AND CONTRACT REQUIREMENTS THE CONTRACTOR SHALL EXECUTE ALL WORK IN STRICT ACCORDANCE TO THE SPECIFICATIONS AND RECOMMENDATIONS OF ALL • JOISTS TO BE BY 1-LEVEL TRUSS JOISTS RELEVANT REGULATARY AGENCIES INCLUDING BUT NOT LIMITED TO: ACI, AISC,ANSI, APA, ASHRAE, ASTM, DECRR, FEMA,NFPA, • ALL SHIMS UNDER GIRDERS TO BE STEEL PLATE SET ON .060 EPDM OR 2 LAYERS OF ASPHALT FELT. NFORPA, AND UNDERWRITTERS LABORATORIES.WHERE APPLICABLE, ADA REGULATIONS MUST BE FOLLOWED. • ALL ATTACHEMNTS (CONNECTORS, NAILS, HOLD-DOWNS) THAT CONTACT ACQ PRESSURE TREATED WOOD MUST BE HOT DIP GALVINAZED AFTER FABRICATION, Z-MAX (G185) OR TYPE 316 STAINLESS STEEL. SOIL BEARING IS ASSUMED TO BE 2 TONS PER SQUARE FOOT, AT A FOOTING (DEPTH INDICATED ON PLANS. ACTUAL CONDITIONS TO • ALL WOOD TO BE PROTECTED FROM DIRECT CONTACT WITH CEMENT WITH 2" THICKNESS ASPHALT FELT OR.060 EPDM. 1). INSTRUCTIONS TO BiDDERS BE VERIFIED PRIOR TO PLACEMENT OF FORMS.WHEN THE SOIL BEARING VALUE INDICATED HAS NOT BEEN REACHED AT THE DEPTH • ALL EXTERIOR WALL SHEATHING TO BE 5/8" APA RATED EXPOSURE 1 OR AS NOTED. ALL EDGES TO BE SET ON SOLID BLOCKING AND INDICATED ON THE DRAWINGS,THE CONTRACTOR SHALL NOTIFY THE OWNERS AND MAKE NECESSAY ARRANGEMENTS TO EXCAVATE NAILING PER NAILING SCHEDULE. i BID PRICES TENDERED SHALL REFLECT THE INCLUSION OF EVERYTHING NECESSARY FOR PERFORMING AND COMPLETING THE WORK TO THE DEPTH REQUIRED FOR PROPER SOIL BEARING. • PROTECT ALL FRAMING MATERIALS FROM EXPOSURE TO WEATHER. DO NOT INSTALL SHEATHING IF JOISTS AND SHEATHING ARE REQUIRED AS DESCRIBED BY THESE PLANS AND SPECIFICATIONS. ANYTHING OMITTED WHiCH IS NECESSARY FOR THE COMPLETION OF WATER LEVEL ASSUMED BELOW LOWEST CONSTRUCTION. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL.WHERE FOOTINGS WET FROM EXPOSURE. THE WORK OR IT'S APPURTENANCES SHALL BE CONSIDERED A PORTION OF THE WORK ALTHOUGH NOT DIRECTLY SPECIFIED OR ABUTT CELLAR WALLS THEY SHALL BE TIED TO WALLS WITH STEEL REBAR AND WALL TIES. • ALL SUBFLOORING TO BE APA RATED 3A" THICKNESS AS NOTED. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND SHOWN IN THESE PLANS AND SPECIFICATIONS. IN EACH CASE WHERE A SPECIFIC MANUFACTURER IS MENTIONED IN THESE PLANS AND • ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION AND ORDERING SCREW ALL SHEETS, UNLESS OTHERWISE STATED IN MANUFACTURES SPECIFICATIONS. SPECIFICATIONS,THE BIDDER SHALL BASE THE BILL ACCORDINGLY. IF THE BIDDER ELECTS TO SUBSTITUTE A SIMILAR PRODUCT FOR OF MATERIALS. • ALL HEADERS UNDER 4'-0" SHALL BE SUPPORTED WITH STUD AND JACK STUD EACH SiDE. OVER 4'-0" SHALL BE SUPPORTED WITH CONSIDERATION THE BiDDER MUST PROVIDE BOTH THE OWNER AND ARCHITECT (IF STRUCTURAL) WITH SPECIFICATIONS AND!OR • ALL STUMPS AND DEBRIS TO BE TRUCKED AWAY FROM SiTE. DOUBLE JACK STUDS ON EACH SIDE, OR AS NOTED. • LOCKING TYPE GRAVEL TO BE USED FOR ALL WALKWAYS AND DRIVEWAYS. • SOLiD BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS NOTED. ALL DOOR JAMBS REQUIRE SOLID BLOCKING SAMPLES, AND THE COST DIFFERENTIAL OF THE SUBSTITUTE FOR APPROVAL. • NO WOOD CHIPS TO BE USED IN OR NEAR FOUNDATION AS BACKFILL. BELOW FLOOR SYSTEM WHEN WALL IS PARALLEL WITH JOISTS. ALL WALLS PARALLEL TO THE FLOOR JOISTS MUST BE BLOCKED 24" O.C. • ALL SOiL TO REMAIN STOCKPILED AT SiTE UNTIL OWNER APPROVES REMOVAL FROM SITE. BELOW iN THE FLOOR SYSTEMS WHEN WALL IS PARALELL WiTH JOISTS. • ALL SITE DISTURBANCE THAT REQUIRES DIGGING SHALL BE PRECEDED BY UNDERGROUND UTLITY STAKEOUTS BY THE CONTRACTORS • ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVINIZED METAL PLATE CONNECTORS BY "SIMPSON" OR DISTUBING THE SITE AND FORWARDED TO THE ARCHITECT AND OWNER.THiS INCLUDES BUT IS NOT LIMITED TO MASONRY APPROVED EQUAL. - - CONTRACTORS, GENERAL CONTRACTORS, PLUMBING CONTRACTORS AND ELECTRICAL CONTRACTORS. • WHEN USING ENGINEERED LUMBER, MANUFACTURES SPECIFICATIONS TAKE PRECEDENCE UNLESS BUILDING CODES REQUIRE 2). AGREEMENT FORMS • ALL UNDERGROUND SERVICES INSTALLED OR EXISTING WILL BE DRAWN TO SCALE ON PLAN AND PROVIDED TO THE ARCHITECT STRICTER SPECIFICATIONS. NAILING SCHEDULE DESCRIBES SPACING, SIZE, AND QUANTITY OF FASTENERS. ALL EXTERIOR NAILS SHALL BEFORE FINAL PAYMENT IS APPROVED, OR AS SOON AS WORK iS COMPLETED IF REQUESTED. BE HOT DIPPED GALVINIZED. THE CONTRACTOR(S)WILL BE REQUIRED TO EXECUTE A WRITTEN CONTRACT WITH THE OWNERS.THE CONTRACTOR SHALL • ALL JOISTS AND RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WiTH HOT DiPPED GALVINZED STRAP CONNECTORS BY INDICATE THE COMPLETION DATE FOR THIS PROJECT AND WILL BE RESPONSIBLE FOR FULFILLING THE TERMS OF THE CONTRACT BY SOIL BEARING IS ASSUMED TO BE 2 TONS PER SQUARE FOOT,AT A FOOTING DEPTH INDICATED ON PLANS. ACTUAL CONDITIONS TO SIMPSON OR APPROVED EQUAL. W THAT DATE. THE CONTRACTOR SHALL UNCONDITIONALY GAURANTEE ALL WORKMANSHIP AND CONSTRUCTION FOR A PERIOD OF BE VERIFIED PRIOR TO PLACEMENT OF FORMS.WHEN THE SOIL BEARING VALUE INDICATED HAS NOT BEEN REACHED AT THE DEPTH • ALL JOISTS,• GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED PER MANUFATURER'S SPECIFICATIONS.WEB ONE (1) YEAR FROM THE DATE OF ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.THERE SHALL BE A TWO (2) YEAR GAURANTEE ON STIFFENERS SHALL BE REQUIRED AT ALL LOAD BEARING POINTS AT A MINIMUM, A SINGLE 1-3/4" RIM JOIST SHALL BE REQUIRED AT ALL HEATING,VENTILATION, AIR CONDITIONING, PLUMBING AND ELECTRICAL SYSTEMS INCLUDING WORKMANSHIP, EQUIPMENT INDICATED ON THE DRAWINGS,THE CONTRACTOR SHALL NOTIFY THE OWNERS AND MAKE NECESSAY ARRANGEMENTS TO EXCAVATE AND MATERIALS.THERE SHALL ALSO BE A SIX (6) YEAR GAURANTEE ON "MATERIAL DEFECTS".THE CONTRACTOR SHALL SUPPLY THE TO THE DEPTH REQUIRED FOR PROPER SOIL BEARING. FLOOR PERIMETERS, UNLESS OTHERWISE NOTED. HANDELING, STORAGE AND ERECTION OF COMPONENTS SHALL BE PER WATER LEVEL ASSUMED BELOW LOWEST CONSTRUCTION. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL.WHERE FOOTINGS MANUFACTURERS RECOMMENDATIONS. CD OWNER WITH ALL GAURANTEES NOTED ABOVE UPON COMPLETION OF THE WORK AND SHALL REPLACE ANY DEFECTIVE WORK ABUTT CELLAR WALLS THEY SHALL BE TIED TO WALLS WITH STEEL REBAR AND • ALL MULTIPLE MICROLAM PRODUCTS TO HAVE 2 ROWS OF 1/s" DIAMETER MACHINE BOLTS AT 12" O.C., LOCATED 2" FROM THE TOP F-�1 z WITHOUT ANY' EXPENSE TO THE OWNERS AND PAY FOR ALL DAMAGE TO OTHER PARTS OF THE BUILDING CAUSED BY THE REPAIR. • ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION AND ORDERING & BOTTOM MEMBER, OR AS NOTED.WASHERS AND NUTS SHALL BE USED. F•�-I O THE CONTRACTOR SHALL REPLACE DEFECTIVE WORK WITHING NiNETY (90) DAYS OF BEING NOTIFIED OF THE DEFECT. OF MATERIALS. • ADEQUATE BLOCKING TO BE USED AROUND KITCHEN CABINETS, BACKSPLASHS, SHOWERS, BUILT-INS, STAIRCASES,TRIM, HANDRAILS, d AND CEILING FAN BOXES. • ALL STUMPS AND DEBRIS TO BE TRUCKED AWAY FROM SITE. �T U • LOCKING TYPE GRAVEL TO BE USED FOR ALL WALKWAYS AND DRIVEWAYS. I-I—I w • NO WOOD CHIPS TO BE USED IN OR NEAR FOUNDATION AS BACKFILL. CIO U 3). INSURANCE • ALL SOIL TO REMAIN STOCKPILED AT SiTE UNTIL OWNER APPROVES REMOVAL FROM SITE. CD P. • ALL SITE DISTURBANCE THAT REQUIRES DIGGING SHALL BE PRECEDED BY UNDERGROUND UTLITY STAKEOUTS BY THE CONTRACTORS DIVISION 7: THERMAL AND MOISTURE PROTECTION a THE CONTRACTOR SHALL CARRY WORKMEN'S COMPENSATION INSURANCE, PUBLIC LIABILITY INSURANCE AND ANY OTHER FORM OF DISTUBING THE SITE AND FORWARDED TO THE ARCHITECT AND OWNER. THIS INCLUDES BUT IS NOT LIMITED TO MASONRY CONTRACTORS, GENERAL CONTRACTORS, PLUMBING CONTRACTORS AND ELECTRICAL CONTRACTORS. CD INSURANCE REQUIRED BY LAW AND/OR AS AGREED UPON WITH THE OWNER. THE CONTRACTOR MUST REVIEW THE POLICIES AND • ALL UNDERGROUND SERVICES INSTALLED OR EXISTING WILL BE DRAWN TO SCALE ON PLAN AND PROVIDED TO THE ARCHITECT • BASEMENT WALLS TO BE WATERPROOFED WITH LOW V.O.C.WATERPROOF COATING OR AS NOTED. THE COVERAGE LIMITS OF THOSE POLICIES WITH THE OWNER AND IF NECESSARY MODIFY THOSE POLICIES TO SATISFY THE OWNER. • INSULATE ALL INTERIOR WALLS. BEDROOM INTERIOR PARTITION WALLS TO HAVE SOUND INSULATION. EXTERIOR WALLS, BEFORE FINAL PAYMENT 15 APPROVED, OR AS SOON AS WORK IS COMPLETED 1F REQUESTED. THE OWNER SHALL NOT BE LIABLE OR RESPONSIBLE FOR ANY ACCIDENT, INJURY, LOSS OR DAMAGE HAPPENING OR OCCURiRINGINCLUDING AT GARAGE,TO BE INSULATED WITH KRAFT FACED INSULATION (PAPER SIDE TOWARDS LIVING SPACE SIDE). INSULATE DURING THE TIERM OF THE PERFORMANCE OF THE WORK HEREIN REFERRED TO, AND IN CONNECTION THEREWITH TO PERSONS, ALL FLOOR AND CEILING JOISTS. AND/OR PROPERTY. THE CONTRACTOR SHALL FULLY INDEMNIFY AND PROTECT THE OWNER AND HIS AGENTS, INCLUDING THE SOIL BEARING IS ASSUMED TO BE 2 TONS PER SQUARE FOOT, AT A FOOTING DEPTH INDICATED ON PLANS. ACTUAL CONDITIONS TO • SIDING TO BE No. 118" RED CEDAR R&R SHINGLES, UNLESS OTHERWISE NOTED, AT 5-1/2" EXPOSURE (MAX.). ROOFING TO BE No. 1 ARCHITECT, H15 CONSULTANTS AND EMPLOYEES, FROM AND AGAINST ARISING THEREFROM.THE OWNER SHALL PROVIDE THEIR BE VERIFIED PRIOR TO PLACEMENT OF FORMS.WHEN THE SOIL BEARING VALUE INDICATED HAS NOT BEEN REACHED AT THE DEPTH BLUE LABLE RED CEDAR PERFECTIONS, UNLESS OTHERWISE NOTED, EXPOSURE PER MANUFACTURES RECOMMENDATIONS. ALL NAILS OWN PROPERTY DAMAGE, FIRE AND OTHER INSURANCE THEY DEEM NECESSARY. INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNERS AND MAKE NECESSAY ARRANGEMENTS TO EXCAVATE TO BE STAINLESS STEEL. INSTALL PER CEDAR SHAKE AND SHINGLE BUREAU SPECIFICATIONS. TO THE DEPTH REQUIRED FOR PROPER SOIL BEARING. • ALL EXTERIOR DOORS AND WINDOWS TO BE PAN-FLASHED WITH LEAD COATED COPPER WiTH SOLDERED SEAMS. ALL SEAMS TO BE - WATER LEVEL ASSUMED BELOW LOWEST CONSTRUCTION. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL.WHERE FOOTINGS WATERTIGHT. ABUTT CELLAR WALLS THEY SHALL BE TIED TO WALLS WITH STEEL REBAR AND WALL TiES. • CHIMNEY WILL BE THROUGH FLASHED WITH LEAD COATED COPPER PAN WITH WEEP HOLES ABOVE PAN. Q) • ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION AND ORDERING Cf) GENERAL CONDITIONS OF MATERIALS. • ALL STUMPS AND DEBRIS TO BE TRUCKED AWAY FROM SITE. Q • LOCKING TYPE GRAVEL TO BE USED FOR ALL WALKWAYS AND DRIVEWAYS. • NO WOOD CHIPS TO BE USED IN OR NEAR FOUNDATION AS BACKFILL. DIVISION 8: DOORS AND WINDOWS 1). SUMMARY OF WORK • ALL SOiL TO REMAIN STOCKPILED AT SITE UNTIL OWNER APPROVES REMOVAL FROM SiTE. Ct 4. • ALL SiTE DISTURBANCE THAT REQUIRES DIGGING SHALL BE PRECEDED BY UNDERGROUND UTLiTY STAKEOUTS BY THE CONTRACTORS (1.) U DISTUBING THE SITE AND FORWARDED TO THE ARCHITECT AND OWNER.THIS INCLUDES BUT IS NOT LIMITED TO MASONRY • EXTERIOR WINDOWS AND DOORS PER PLANS AND ELEVATIONS AND OPENING SCHEDULE (IF PROVIDED). DOOR AND WiNDOW THE CONTRACTOR SHALL INCLUDE AND PROVIDE FOR ALL LABOR, MATERIALS, EQUIPMENT,TRANSPORTATION, TAXES, ETC. ^� y" a NECESSARY OR REASONABLY INCIDENTAL TO THE PROPER COMPLETION OF THE ENTIRE PROJECT UNLESS SPECIFICALLY NOTED AS CONTRACTORS, GENERAL CONTRACTORS, PLUMBING CONTRACTORS AND ELECTRICAL CONTRACTORS. HARDWARE TO BE DETERMINED. in-, Z BEING THE RESPONSIBILITY OF OTHERS. MATERIALS, EQUIPMENT AND WORKMANSHIP SHALL BE NEW AND OF THE BEST OF THEiR • ALL UNDERGROUND SERVICES INSTALLED OR EXISTING WILL BE DRAWN TO SCALE ON PLAN AND PROVIDED TO THE ARCHITECT • ALL OPENINGS TO BE SUPPLIED APPLIED EXTENSION JAMBS BY MANUFACTURE. 4 RESPECTIVE KIND UNLESS OTHERWISE NOTED.THE CONTRACTOR WILL SOLELY RESPONSIBLE TO EXECUTE ALL WORK IN SUCH A BEFORE FINAL PAYMENT IS APPROVED, OR AS SOON AS WORK IS COMPLETED IF REQUESTED. • ALL EXTERIOR OPENINGS TO BE STRAPPED PER CONSTRUCTION DETAILS. CD a O MANNER AS TO PROTECT THE SAFETY OF THE WORKERS AND THE PUBLIC. ANY DAMAGE OR DISRUPTION TO PREEXISTING SURFACES, I Q' AREAS AND/Oil STRUCTURES RESULTING FROM CONSTRUCTION SHALL BE REPAIRED TO THE ORIGINAL CONDITION BY CONTRACTOR. • THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INCLUDING THAT OF HIS SUBCONTRACTORS. '� • ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF THE WORK AND DIVISION 3: CONCRETE e4 U ORDERING OF MATERIALS DIVISION 9: FINISHES V `rn r' • THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES CLEAN AND FREE FROM ACCUMULATION OF WASTE MATERIALS AND RUBISH. MAJOR SITE CLEANUP TO OCCUR ON EVERY FRIDAY AFTERNOON.. • ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL AT A MINIMUM OF 3 FEET BELOW GRADE. • AT THE COMPLETION OF THE WORK THE CONTRACTOR MUST REMOVE ALL WASTE MATERIALS, RUBBISH, IMPLEMENTS AND • ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM 28 DAY STENGTH OF 3000 P.S.I. UNLESS OTHERWISE NOTED. • PROVIDE 5/8" SHEETROCK ON ALL WALLS AND CEILINGS UNLESS OTHERWISE NOTED. SURPLUS MATERIALS, LEAVING THE SITE AND THE BUILDING CLEAN. EXPOSED AND ACCESSIBLE SURFACES TO BE WIPED CLEAN, FLOOR • ALL BATHROOMS SHALL HAVE MOISTURE RESISTANT SHEETROCK. USE CEMENT BOARD IN ALL SHOWER AND BATH AREAS. • GARAGE AND MECHANICAL ROOMS WALLS AND CEILING TO BE HAVE TYPE-X FIRE RATED SHEETROCK. TO BE WAXEDAND POLISHED IF SPECIFIED AND ALL GLASS AND MIRRORS TO BE CLEANED AND POLISHED. ALL HARDWARE, BOILERS/FURNACES 0 MECHANISMS AND SYSTEMS SHALL BE CORRECTLY ADJUSTED TO PROVIDE FOR PROPER OPERATION WITH ALL APPROPiATE • AILL TL ROOM ILX FIRE RATED SHEETROCK OF 801LE SCHEDULE OR ES PER CODE. OPERATION AND MAINTAINANCE MANUALS PROVIDED FOR THE OWNER IN A BINDER FORMAT. DIVISION 4: MASONRY • ALL BATHROOM TILE/STONE AS NOTED ON FINISH OR AS SELECTED BY OWNERS. • ALL WALLS AND CEILING TO HAVE ONE COAT PRIMER AND • THE CONTRACTOR SHALL SECURE AND THE OWNER SHALL PAY FOR ALL PERMITS, REQUIRED INSPECTIONS, BORINGS,TESTING, TWO FINISH COATS OF LATEX PAINT. ALL PRIMER AND PAINT SHALL BE BENJAMIN MOORE UNLESS OTHERWISE NOTED. VERIFY COLORS WITH OWNERS. UTILITY CONNECTION FEES, RELATED FEES OR CHARGES, FiNAL SURVEY (AS BUILT) AND THE CERTIFICATE OF OCCUPANCY CONTRACTOR WILL COMPLY WITH THE APPLICABLE PROVISIONS OF ALL CODES, STANDARDS AND SPECIFICATIONS REFERENCED IN • BATHROOM WALLS AND CEILINGS TO BE SEMI-GLOSS PAINT. ALL OTHER ROOMS TO BE LOW-LUSTER UNLESS OTHERWISE SPECIFIED THIS SECTION: BY OWNERS. �o • ACI531: BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES • FINISH COAT OF ALL INTERIOR AND EXTERIOR WOOD TRIM, DOORS, ETC.TO BE BRUSH COAT. eno • ACi531R: COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES rn P 2 2). ALLOWANCES • ACI530.1: SPECIFICATION FOR MASONRY CONSTRUCTION x m 9 • ASTMC-90: LOAD BEARING MASONRY UNiTS P:1 a, co a `" fl C.v • ASTMC-129: NON-LOAD BEARING MASONRY UNITS ó o WHERE APPLICABLE: UNIT PRICE, STIPULATED SUM, OR OTHER FORM OF PRICING MAY BE TENDERED BY THE CONTRACTOR IN ORDER a; � va �, • ASTMC-140: TESTING CONCRETE MASONRY UNiTS rd TO COMPLETE A BID AND SHALL BE CLEARLY INDENTIFIED. DIVISION 10: SPECIALTIES - Z w '- • ASTMC-744: SPECIFICATIONS FOR PRE-FACED CONCRETE AND CALCIUM SILICATE MASONRY UNITS es v in • BIA: TECHNICAL NOTES ON BRICK CONSTRUCTION to • NCMA: TEK BULLETINS • PROVIDE ALLOWANCES FOR ALL KITCHEN CABINETS, BATH VANITIES, COUNTER TOPS, BUILT-INS AND FIREPLACE MANTLES .'~ ,.°j 4 INCLUDING INSTALLATION. 7d u ct: . 3). COORDINATION 00 THE ARCHITECT IS AVAILABLE TO THE OWNER AND CONTRACTOR FOR CONSULTATION REGARING THE INTENT OF THESE PLANS AND N0 DIVISION 5: METALS a w SPECIFICATIONS AND ANY DEVIATION FROM THEM SHALL BE REPORTED TO THE ARCHITECT. FOR CONSIDERATION, IN WRITING DIVISION 11: APPLIANCES G PRIOR TO COMMENCEMENT OF THE WORK. FINAL DECISIONS TO ACCEPT NON-CONFORMING WORK OR CHANGES WITH RESPECT THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHTECT FOR APPROVAL. ERECTION OF STRUCTURAL TO THESE PLANS AND SPECIFICATIONS SHALL BE THE RESPONSIBILTY OF THE OWNER. STEEL SHALL NOT BE PROCEED UNTIL THE SHOP DRAWINGS HAVE BEEN APPROVED. • GENERAL CONTRACTOR TO INCLUDE ALL APPLIANCES AND INSTALLATION AS PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE • DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN OVER SCALE. IT 1S THE RESPONSiBiLTY OF ALL CONTRACTORS AND/OR THEIR • ALL STRUCTURAL STEEL SHALL BE A36 STEEL CONFORMING TO ASTM SPECIFICATIONS. AFFIDAVIT TO BE FILED WITH THE BUILDING ALL WARRANTIES, INVOICES, SPARE PARTS, ETC. TO OWNERS AT COMPLETION OF PROJECT. REPRESENTATIVES AND EMPLOYEES TO BRING ALL DESCREPANCIES TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. DEPARTMENT UPON REQUEST. H (4 • UNAUTHORIZED ALTERATION TO THE PLANS AND SPECIFICATIONS MAY BE UNLAWFUL AND MAY INVALIDATE THEM.VERIFY ALL • ALL STRUCTURAL STEEL FABRICATIONS, ERECTION AND CONNECTIONS SHALL CONFORM TO THE LATEST AISC STANDARDS AND E-+ CHANGES WiTH THE ARCHITECT. Q • PRE-CONSTRUCTION MEETINGS ARE REQUIRED FOR CONTRACTOR AND/OR SUBCONTRACTORS AND ARCHITECT AT SITE BEFORE SPECIFICATIONS TYPE 2 CONSTRUCTION EXCEPT AS NOTED. Ltt) ,...., EACH PHASE OF WORK BEGINS. • ALL FIELD CONNECTIONS TO BE 3/4" DIAMETER MACHINE BOLTS UNLESS OTHERWISE INDICATED. SHOP CONNECTIONS SHALL BER DIVISION 12: MECHANICAL Q • CONTRACTOR IS RESPONSIBLE FOR ORDERING MATERIALS AND VERIFYING ALL QUANTITIES. PER TYPE 1 CONSTRUCTION PER AISC FOR PORTAL FRAMES AND SHALL BE DETAILED TO DEVELOP AT LEAST FULL ALLOWABLE to MOVEMENT AND SHEAR CAPACITY. ALL REMANING STEEL TO HAVE TYPE 2 CONNECTIONS. A-307 BOLTS MAY BE USED FOR MINOR rn • THESE PLANS AND SPECIFICATIONS ARE AN INSTRUMENT OF SERVICE AND ARE THE THE PROPERTY OF THE ARCHITECT. CONNECTIONS WHEN ACCEPTABLE BY LICENSED PROFFESIONAL ENGINEER. • NEW BOILER TO BE HIGH EFFICIENCY, 90% OR BETTER. "t • ALL WELDING SHALL CONFORM TO AISC AND AWS SPECIFICATIONS. • PRESSURE-BALANCING VALVES IN ALL SHOWERS. SCALD GUARD SHOWER CONTROLS ARE REQUIRED. w' * 03 • STEEL ENCASED IN CONCRETE SHALL NOT BE PAINTED. ALL STEEL SURFACES NOT IN CONTACT WITH CONCRETE SHALL RECEIVE ONE • INSTALL ALL PLUMBING FIXTURES AS SELECTED BY OWNERS. H SHOP COAT OF APPROVED PAINT, AND AFTER ERECTION, ONE FIELD COAT. OMIT PRIMER PAiNT AT LOCATION OF FIELD WELDS • ALL SEWER LINES, LEADING TO OUTSIDE, SHALL BE OF CAST IRON SOIL PIPE AND FITTINGS SHALL CONFORM TO THE REQUIREMENTS AND HIGH STRENGTH BOLTS, THESE AREAS SHALL RECEIVE TWO COATS ONCE CONNECTIONS HAVE BEEN COMPLETED. OF CISPI STANDARDS 301, ASTM A888 OR ASTM A74. PIPE AND FITTINGS SHALL BE MARKED WiTH THE COLLECTIVE TRADEMARK OF • NO BEAMS OR COLUMNS SHALL BE CUT BY THE PLUMBING OR AIR CONDITIONING CONTRACTORS WITHOUT APPROVAL OF THE THE CAST IRON SOIL PIPE INSTITUTE OR RECEIVE PRIOR APPROVAL BY A PROFFESSIONAL ENGINEER. ARCHITECT. • ALL NOTCHING AND BORING TO FOLLOW NEW YORK STATE CONSTRUCTION CODE AND MANUFACTURES SPECIFICATIONS V • THE STRUCTURE SHALL BE PROPERLY GUYED AND BRACED. (LATEST ISSUE). u� • GROUT UNDER ALL COLUMNS AND BEAM BEARING PLATES. GROUT SHALL NON-SHRINK, "PROPAK" OR EQUAL. ►� • PROVIDE LOOSE LINTELS AS REQUIRED FOR OPENINGS IN MASONRY WALLS AND PARTITIONS. • PROVIDE HOLES IN SHOP FOR BOLTED BLOCKING, PiPE PENETRATIONS, ETC. DETAILS SHALL BE SHOWN ON SHOP DRAWINGS FOR REVIEW BY ARCHITECT. • BEAM WEB STIFFENERS SHALL BE PROVIDED AT POINTS OF REACTIONS. DIVISION 13: ELECTRICAL • ,.- • ALL STEEL THAT CONTACTS ACQ PRESSURE TREATED WOOD MUST BE HOT DIPPED GALVINIZED AFTER FABRICATION, Z-MAX (G185) .,'0:.1,,, OR TYPE 316 STAINLESS STEEL. ,' „,,„:0,,,...-„..,..,,... a°:, \l _ • ALL ELECTRICAL WORK SHALL MEET OR EXCEED NEW YORK STATE CODE. ; ' *�� •, -,,.{�.'i:N. ; � • ALL FOUNDATION ANCHOR BOLTS SHALL BE 5!8” DIAMETER WiTH AN EMBEDMENT OF 8' MINIMUM. PROVIDE 3"X3' H.D.G. =e�,,,. +.:;d- .� .0<"� , 11 p • ALL BREAKERS AT SERVICE PANEL SHALL BE LABELED. - "j ,„ .r-r- �• i, 51 SQUARE WASHERS AND NUTS. „'" �° „ f ` d • INSTALL COMBINATION SMOKE AND Co DETECTORS AS INDICATED ON PLANS. DETECTORS SHALL BE HARD-WIRED, rf f" `` '- • ALL FOUNDATION ANCHOR BOLTS MUST BE HOT DIPPED GALVANIZED AFTER FABRICATION, Z-MAX (G185) OR TYPE 316 STAINLESS i+ 4 4 .' . �.�` t INTERCONNECTED,WITH RECHARGABLE BATTERY BACK UP. t.... : �� STEEL. • INSTALL FIXTURES AS SELECTED BY OWNERS. f "' DRAWN: MH/MS p. E ;` • • UNLESS OTHERWISE NOTED, FOUNDATION ANCHOR BOLTS SHALL BE PLACED 4" FROM EXTERIOR SiDE OF FOUNDATION WALLS `,',• '`K.-4' ` , } • ARCHITECT AND OWNER TO WALK THRU WITH BUILDER AND ELECTRICIAN FOR VERIFICATION OF ALL SWITCHES, OUTLETS, SCA LE: NTS WITH RIGHT ANGLE BEND AWAY FROM EXTERIOR WALL OR DIRECTED ON BOLT.• A MINIIMUM OF ONE ANCHOR BOLT SHALL BE PLACED WITHIN 6"TO 12" FROM ENDS OF MUDSiLL PLATES. FIXTURES, ETC. PRiOR TO INSTALLATION. \\ - "ic:# s' ' Jos#: '„ irtr, -,, January04,2012 • ANCHOR BOLTS SHALL BE PLACED WiTHIN 6" OF MUDSiLL SPLICES. 5/8" X 8-1/2" STEEL POWER STUD BOLTS SHALL BE USED WHERE !'-- a �' s. SHEET NUMBER: NECSSARY TO MEET SPACE REQUIREMENTS (21 DAYS PAST POUR). REVISIONS: - - - - - - - - - - - - - - - - - - - - - - -c - - Ilk. 1- __J- En r I��_ ha. �_ �1__ --- - I _.-�.^---_., • III . II L ®E , I _- L_ _ it 1 T I. I_.. _,_ 1 i�. !i� II :.--j Lr ,_ , L_ 7 - _ - - : iA , _' I _ __ II _-_ 1 r1 1 _ i ■ { I T T I i I 1 rT i 1 !I_1 1 L I L i 1 I It _{_ i � 1141 V) L�� li if it 1 O i 1; i , ! ! �e- - -i to 00 w1' iCNA p � 1 jl Il _ , r! I K "1' 1 II I 1 1 11 i ••-•.- �li I ! L. w� i1 11 r 1 !I - i �_it I - - -'t- - _ Ii II ' I { i �1 � � ! F W I l • I i1 { ! �1 i (/),1 I I I vitt; Tl. .{'fi... _ {J- ;;C :tLA '`' i }' ` . ' ' '? CA I o i* ; ,« + 'I+=f ;f _.i.l++; . r : I' _ '-�T �1 � , - OA''',11- ' Ir . _' ' ' st'" :fes$-� 4 i'9' " / l . ',s'! :1alr �.i ( I r. 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",.. { ,a x Y ' " ` 6 ,# DRAWN: MH/MS SCALE: 1/4" = 1' , ^ . t �' '? ; ' 4, SCALE1/4"=1 ' 0. ,,,,i,.....-17 •¢ 1 JO \ January 04,2012Nt.:: y ` " SHEET NUMBER: 4,40,,...5707 44:' "- Nemi PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK, ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - -s4c - - �(ll 1/2 ROUND GUTTERS AND ROUND DOWNSPOUTS 11_iil VERIFY LOCATION w/OWNERS PRIOR TO INSTALLATION j■, I., . 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'.15 4-E1 2 2:4 d • ui ' , I .11111 Ui U Iv): lI i .w 1 ' ' ii .r " c='ter`" �°rt 1,,,;''):,4,:,,,; Mr j - CO ,u ti r. J. 0.,:,..,,,,,,),„;,';, • i.:.:',s;,,,-a i.�� w�. �r,c� r a E .t f • �r.33'+__ .; DRAWN: MH/MS EAST ELEVATION „.:. ._ :„,-, ' i4,:i , '-, SOB#: SCALE. 1 4 — 1 ::,r:. , January 04,2012 SHEET NUMBER: .2.2 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL A CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE.INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC.PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: / 541-5" / 8'-81/2" 25'-21/2" 18'-31/2" i'-21 " jr 1 W ._ ___. Foundation_Ve ____ _ _ _ /\- - * __. Foundation Vent „.--_.___.__-.. Foundation_Vent__, (,/) \ \ .--7-7.-. 7-77-7-7-7-71=1n* ,v• v p w• v p v" v P- o. p- +,7. - v p_ ,v. - v p- n-.,, \ \ d . , d • . . d . • d • t - . • .d - o• _ � _ o• _ . '_ a• 4 D.,d '_ n'• D� v' D.' ss. d p o. d 4 Niro n y Q in r"' " III LEDGER BOARD TO BE FASTENDED _. z� I y I rn�J �� ,11 14r 7.1/z"RISE ; TO BUILDING WITH TIMBERLOKO 14 - r -�_ 1111E 1 i 1 9"TREAD D O -_ _' 1111-, '� ! Ii ""O �� ' D SELF-COUNTERSINKING SCREWS I UTILITY ROOM 1 ' 111111 \ ;-- -- --; ,,; �' BY OLYMPIC MANUFACTURING jr) Z +„,,, I. ” 1 , 1'1 • (2 SCREWS Q 32"O-C.) ,�, O ALTERNATE: X1 + - ► iico n 111 6 *MITII._ __, a RINNAI GA5 FIRED.- --GEOTHERMAL STEM-- - ' iC) I1 '' ' iir --- =u ' n (2 9-1/2MLFL.BM. ,,LHYDRONC FURNACE , , ! , M • n u �11 2a^xza^xtz°CONC.FTG.I ��111}�' 4 � � Q I 1 1 1 t 1 1 t+ • -.i u -� = 3'BELOW GRADE min.I I V 1 1 1 1 1 ,i / 1 11 11 mu_ .� I lit! 1 ,r, I i , J 111 J \ . •--1M1--. --1"---_ {Sr_1i:aalp!.-. .c 11 11 O �._,,q 4,:i J . 1 �. C"_ ' --Y5..„../I-7...----:.-..; \ • <11 II'< I,1 Ln Q 1111 �LLP� D (3)1-3/4X11-7/8 MLIGIRbER t 3'¢ (3)1-314X11-7!8 ML GIRDER ;;;; « '11 N -I 1111 D (.Tti 4 I 4"STEEL COLUMN I I/STEEL COLUMN I I 4" TEE( OLUMN p. l i "'d 1111 _.___.______. _.___.t 1 48"X48"X12"CONC.FTG. ' 8X48"X12"CONC.FTG.I 1 4B"X48"X1 ONC.FTG. Q X 1111; ni,J "'X r- D 11 v (2)9-1/2 ML 111 - p- �" v 1 1.(4)#5 REBAi4Q3_OCLe_w, ,(41#5 REBAR(13"OCLe.w, O#5 REBdk'(73"CKle n 1 I n ,,, ` /2X8 ACO DJ I 1 • 1 / nf - I . M 111 111 m ' D .... X1111 A` . d p,d r . nn r-in 111`; :I,: iLal @tb OC Onn �- IQ nu min ii�C, Illy • ann - - int 17Ill: O O D � 6'-9" 6'-83/4" 6'-9" .----JuL 6'-7" . 6'-7" . ,6'-61/" 111 6r_7'�„I� 6'-7„ 4 ohm I I - _ - V t 1l1 PORCH '- cv « I , y 1111 , / 1 I 1 , i 1 ' 111' 1 111 , Q 1111 c- t--- UP 1n1 I t I i 1 ' 1 1 ' it: 'n1 GRAVEL BASE coin' :: 4 , 1 1 1 , X Int In N 1 1 1 1 1 1 ii I "'I 1"' 4- UNDER PORCH "un 4 SUMP �11 cI ~ ----. _ tb _ 3 s Vr tr C,n '+ y1111 I PUMP E1----- -, T z c ==='? =*�4 nn s _ , _ • 1111 (3)1-3/ Xlt-7/8 ML ,IRDER (3)1-3401-7/8 Ml GIRDER (3)1-3/4X11-7/8 ML GIRDER, 11' N ,.•• ', F4Y11_n -a ,v ` r SMOOTSTAR 4"STEEL'COLUMN i 1 4"STEEL COLUMN 1 1 4"STEEL COLUMN i 1 4"STEEL COLUMN 4"STEEL COLUMN i+ 1 111 00 - —� 14 FG DOOR W/ LOCATION TO 48^X48"Xl ' ONC.FTG.' 1 48"X48"X12"CONC.FTG.I 148"X48"X12"CONC.FTC) 60"X60"Xl2"CONC.FTG. 60"X60"X12"CONC.FTG. 11" llr (7-(3AB"RISE KEYED LOCKSET BE VERIFIED IN {4)#S REB dd'�73"OC)e.w! I(4)#5 REBAR(13"OC)e. I(4)85 REBAR p3"OC)e.,h. (5)#5 REBAR(13"OC)e.w. (5)#5 REBAR(13"OC)e.w. 11 1111 YllLT -_, • I « 9"TREAD ' FIELD w!OWNERS ---- nn -- I D I nu I „ D 1111 co ` �, 1D"dia.CONC.PIER I I in CV 7 —411,.@ (VLF) u n 24"X24"X12"CONC.FTG.' 0\ CA '� • Illtil i /a 3'BELOW GRADE min.I , , , ung ' '-\ \ :::: 11.q. w O 1111 � 1 6'-7" 11,-C„ 1111 • , „ .03 ' 'p lin'? • \ • Q. 7 —7 /'r"t 0 Y . " 1111.- r- • r / v V Ilii m v�i .• r, 1111 «I «I t.4 "�, I♦ y I Int '0 hr] V1 ,�� . Co�— . f D _ ^ . 4 . '• t VQ.O. y4w . t 0 V.. `v 4 � II LEtsc v O ~/\ \ � .� C Vaw `. e• t 7V4.IN VQ .c `. C . Q h 1 D \ \ �olutdation Ent._ n11 .. Foundation ent I H �4 ill 1111 / 8'-81/2" / 11'-111/x" 'i' 7'-111/2" iii, 22'-3" 3'-61/2" , 111 1111 / 20'-8" u,� \ dm, 33'-9" U �,,... / mi- !mann "N y 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8'-0". C 1...*,; M ;";v V- V,,,, A !?,,, EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS PER C O 1z,1„ .�" ""d ¢.0 >`'. a"'! N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING. 03 V .Q 1111 1111�( n 1111 "I'C° x I"' ::: 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS PORCH v���� TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON ° s.,,, ,111 10"d1a.CONC.PIER Itll 24"x24"xt2"CIONC.FTG. tut '`r UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). o Y-'�` 'n, 3'BELOW GRADE min. "ll ON CCj dJ U E rut-- (3) --- (3) ACQ — E ' 1,11 / 2X8 ACQ GIRDER ' ' 2X8 GIRDER ' 1„I ' 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. X ;_a v 1 ' ' ' ' : INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING m `"'a CIJ 1a--� s x c--a P� to p \—'_LJ I T - —T 1 L 1 WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE ,�� `v 0 4 "' ' ' "' ' REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE O '-' x o 1~ -mr-4.. „ , '^-' 1C C� tin 7 -7 71_7,, 5 in AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL (z, -,., , ,,,, ,,,, JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE '� v 5 ,,,, 111 THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL o Int m mins SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO �-' v nn p GRAVEL BASE UNDER PORCH ini MORE THAN 16 FEET. .� v M 1"7 1111 1Y cy1111 '5 I ....0 aiii� 4).PROVIDE 2-2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES Ln (.1 m 00 1111< <1111 ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR o^'7,5 to un x x nn FIBERGLASS SILL GASKET. .00 11 ,L IIII N N l ii N ,T CJ ,..i,-7.-, n- �,ni 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, ,i rT, "" 11' INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A C'•+ -ml--- --"Iln • - I till I i I 1 nl 1 MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO FDUNEATION PLAN « "' (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER , , �--i- 1r,__ ' _>y I BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT_ _ ...... _ J 1 _ _1 L _. ' I I I 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE SCALE: 1/4" = 1' P 7'-7" 7'-7" P BLOCKING AT 8'-0"O.C.AND MIDSPAN_ w�, 7).APPLY 5/8"TYPE-X FIRE-RATED SHEETROCK ON CEILING AND WALLS IN E""4 P RaJ E CT N O RT H 16' 6" UTILITY ROOM. Q V 0 8)-BOILER SHALL BE INSTALLED ON SMOOTH CONCRETE BASE,VERIFY WITH -14 B I: . MANUFACTURE'S INSTRUCTIONS WITH LOCAL AND STATE CODE FOR cn %,. MINIMUM WALL CLEARANCES AND REQUIRED VENTILATION PRIOR TO INSTALLATION. d+ 9).INSTALL SMOKE AND Co DETECTORS PER CODE. N . i c) rn ►moi Cr Of 4tC, YA.r !p,+, ;A• "N 111 S ,o :.. .: , .•: .e. ?%w:r .` i ,,.� 1^ `' , } s t , .7 i, DRAWN: MH/MS �'��-fi�:ae"�"4 SCALE: 1/4"=1.-0" `,,, :" JOB#: `;.- - '" .0a^-^, -�'oI January 04,2012 SHEET NUMBER: A\ ....,3 PAINTER TO PRUNE AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: rv> ,c• A 54'-5" / / / 16'—01/2" 9'—1" 8'—91/2" 18'—31/2" 21/2'/'j ' T if f WUDH2616 WCM3240 2W WUDH2616 WUDH2616 TEMPERED - _ , �. `-1 J\Jr F IL ._� a II \tT • ' C I a•--- 1 1 1 INSTALL DRAIt31 0 a ' 16r ga 7-3/8"RISE PAN UNDER , , WASHER(TYP.I 1 t ' 9"TREAD WALK-IN CLOSET 1 BATH No. 1 CAST IRON W I TUB . "' (2)i-3J4X9-1/2 ML FLUSH BEAM .--, iv (2)9-1/2 ML HEADER O ao 10'-3" 9'-8" -i 6'-0" -0 13'-0" -- _"7„-_. g'-41/2” — - - - - ;—�_ A a ^1 �`0` CO 2Jr "'T.,. Q'' , 12X12 F.G. , 1 �� I 2'-6" '' m 1 HB&G COLUMN i a ^1 b 1 KITCHEN 1 O'O ---- .1 1 a __ (2) 91/2M!HDR, 1- 1 ENTRY ,/�l,lrl.II L�i Li� ROON Q - z SOLID DOOR w/ '� BILCO C-DOOR w/12"EXTENSION (p Z w 1--_ if _ I L _ p WEATHERSTRIPPING p 1'� 0 • ci N'�, AND DOOR SWEEP COVERED PORCH •W 0 p i/ f! Q POST fROly ABOVE 04 P.N J O w z (7 �' _ / 1 (CONTINUE DOWN) g N _ Q CATHEDRAL CEILING co est v�T-� / \ x = m 1 ` COOC CD e /y, LL I / I-. N U 6�m N N N [-, 0 e p N p POST FROM ABOVE T 4 x I �- ` — — '— f (CONTINUE DOWN) .-2X12 RR Q24"OC/ (°` A '� '3 N 21_4., ���..._ — — l — — -�!'— _ .,- *{I, —_ --5 „_ — — la ”' :.• F�`.1 ` I 1 �1—++—(2)1-•3c/4X18 Mb DRO A 1 OW I I .' +i-(2)9-1/2 ML HDR-I�1" 1 ` ' \ C71 I 1 1 i 1 1 1 I ' I 1 i 1 I 1 1 — J N C 1 i 1 11 I I I I I I I I I I I I 00 1 /�/ 1 1 1 11 I I I 1 I 1 1 I 1 I / N ID CI 1 1 I I I 1 I 1 1 1 i 1 1 N. N 11�� M 1 1 DINING ROOM I , 1 1 I , , 1 1 I , v 'J i LO ' ' El<POSED c'cILING ' ' ' ' ' ' 1 I , 1 , (2)9-1/2 ML HEADER ;__ ' a 1 1 I I I I I I 1 I 1 , I CO I ~ ^ 1 1 ----A- rr I1 1 I 1 1 1 I I 1 I I 1 -� 1 ^ p 1 1I---:1 �;��/,,,1 3�_;- 1 1 I I 1 1 1 I 1 4r 6-5/8"RISE O BEDROOM No. 1 I �?..g.. 1 I1 1 1 1 1 I I 1 1 1fjiJLL 1 1 1 1 1 1 1 I I i00 -\\\) lypy 1tI./{(,,,�,\4 �/ 1 I I I I �I )___— �V\� . i' 1� 1's._.. 1'4 , 1 1 1 I 1 4��`'�'Y/ 1 1 1 1 - '-' III 1 Y ,�j 1 I i 0 I 1 r' 111^- 11 �•s�: II: I „ 1 LIVING ROAM 1 i .K..�•)l 1 1 1 1 4�t I n. I EXPOS D CEILl1�I •7k=; ��"� r,.�,+ -,;._ ( 1 1 Q� 1 I I I 'll N (2)1-314X9-1/2 ML HDR. �tii{ )" (� t (�� � �Y, i i a , , 1 . a r±''' O O WUDH3224 2W 1 I I 1; ' I I I I I 1 1 I I I 1; p) t 1 1 I I 1 ♦ 1 1 1 I ,� .__,_IJ I 1 1 1 1 / 1 O c.:::—_-, 1 1 1 1 ._I 1 1 f .. t C ' � � � � � � :DIRECT VFI�\1T F.P. �- 7'—6/2" 1 I I 1 I I I 1 IVIF w/OWNERS I I I I JCL) a L------- 771-''' I � I I I / 1 , 1 1 1 1 1 �j WI 1 1 1 1 1 I I 1 1 (� I 1 ,' :: 1 1 , 1 , 11 t o II ( I 1 1 T� z I 1 ; 1 1 i I I I I I I a 1 / 1 t 1 V 1 1 1 I I 1 1 , 1 1 1 1 I 1 1 7 C ,. 4r 6-5/B RISE 1 3)1,3/4X9 /2 ML HDR. I I I 1 1 11 1 I 1 O 4 r' °' 16'TREAD i/ M--) O WUIFD 4068 XXL WUDH3224 WUDH3224 1 ,��, 1 I I - - ,4 M G. I 4r p 6-5/8"RISE Q 16"TREAD -(2)2X POST I _ _ cio (TYPICAL) 6 U zn p E _ a W I IQ LLE Z z S t= a '1 - - I 0 1"--- v L8 CATHED ,L CEILING nr po 1X4 T&G Ft FLOORING po Z INTERIOR DOORS:SIMPSON 70744 4 PANEL STYLE,3/8"FLAT PANEL x I SCREENED-IN PORCH 52 ¢ PREHUNGUNITS: o 1-4 N N a FINGER-JOINT(PRIMED)OR CLEAR JAMB? 1--4 .,r '" 1 W HINGES:FINISH?(BRASS,OIL RUBBED BRONZE,NICKLE,CHROME,ETC.) eo O yI ill LOCKSET:BRAND,STYLE,FINISH? co n C V•. �^ POCKET DOOR HARDWARE:JOHNSON(TYPICAL) X ,1 u 1 V v O p, ,=-.,--4 },, CA to O I EXTERIOR OPENINGS TO BE MARVIN CLEAR PINE =1,u INTERIOR AND EXTERIOR(TO BE FINISHED BY OWNERS) O c'"a 1 LOW-E WITH ARGON GLAZING,1-1/8"WIDE GRILLE �' ' 4.1 WITH SPACER BAR.ALL UNITS TO HAVE EXTENSION JAMBS ciiLn ,u�+, E AS REQUIRED.HARDWARE AS SELECTED BY OWNERS. (2)1-3!4X9-14 ML HEADER "'~ ,� .9:,` , � I r COMMENTS: 5 (3)SCREEN PANELS(20"AFF) 1.lin.WIDE PINE WOOD FLOORING IN ALL ROOMS(INCLUDING BATHS). In U m 8'-81/2" 9'-81 " 2'-3" 3'-6" 10'-9" 3'-6" .1' a u' _ / / / / / / / / 2.TRIM WORK BY OWNERS N E 13 / 20'-8" / 16'—0" / 17'-9" / 3.STAIR:FIR TREAD,PINE RISE,STAINED RAILING,PAINTED BALUSTERS. 4 W 4.INTERIOR DOORS:4 PANEL(STAINABLE)PINE DOORS. / 54'-5" / _ 5.FRENCH DOORS TO BE SUPPLIED BY OWNERS AND INSTALLED BY CONTRACTOR. 6.CASEMENT WINDOWS TO BE SUPPLIED BY OWNERS. lW,, • 0PROJECT NORTH ,,,, 1ST. FLOOR PLAN LIVING SPACE: 1343.2 SQ. FT. SCALE: 1/4 = 1 1).PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED. 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. - N 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. Q 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. U 5).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS If) OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS x ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR N.,, MICROLAM HEADERS. at 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE P APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING _ HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. „--. N\ I— 7).PROVIDE 3-1/2”&5-1/2"WIDE YELLOW PINE FLOORING. \V 1' 8).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 % AND 2X4 WALLS AT R13. ,:•2:Z; "".- "-""4% _'% 9).INSULATE CEILINGS WITH R30 INSULATION. '''y.� ,e t'& .4, A° `',`C, '' "-r • x; „w," ,� . ` ., ��$ DRAWN: MH/MS 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1!2"SHEET ROCK �K � 1 SCALE: 114"=1'-0" BATHROOMS TO BE MOISTURE-RESISTANT. i3, �y ; s�- ,'s`wt'' ..t .41--,T,';,.-, *-$; JOB#: `"*;,� January 04,2012 11).PROVIDE SMOKE AND Co DETECTORS PER CODE. * �4..i. ,;.;-•; ..,� �- � , . b": , SHEET NUMBER: , -* ...4 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTuRER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK, ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS: C BRr_ A fir. ;4 / 54'-5" / / sir tom; 20'-8" 33'-9" j Nor � , r' / / / / 2 -11 / 11'-7" / 6 -2 Thy co ► / Eso ilt /2'-91/2"/ 6'-0" /2'-91/2"/ ;'-31/2' 9'-21/2" 5'-81/2" 4'-71/2" �, 111-11" 1 �Wir -I di / / m!"./'TREAD j' Ci) WAWN3228 WAWN3228 WAWN3228 - WAWN3628� �q WAWN3628 TEMPERED WAWN3228 TEMPERED TEMPERED II 11_._J _ 4'PLT.HT. L t 7 3 I O RISE L� J '� �' "�LOPED i�Feu:. .- V- - -.CEILING lar--- ^ - - -- -_ ,m - _r_ --®r .e 6'CAST j�-Y-_,_-r-T - _- , Ilk°. p_ _._ CAST IRON / �` ♦ ! IRON TUB / I iiir .. __ SHOWER PAN , „ n i t , r j , „ N /�'� O \ 3 -7 ;�, r t �4, 5 -01/z H IPS LADDER •� 1 1 3'-8„ X14, 5'-1"(V.I.F� 3,_5„ ®/� 6'-1" - r // / I w 0 a 0 - 9'CEILING 2'-4",CD '; Con 4* I J ° BATH No. 2rzi X - 4___z t ems .. r FALSE RR N O N Y N LL / 9'CEILING BATHaffill111"...1 � I 2X4 @lb"OC M D _ –___ ���/ Alk N �n No. 3l. ? D - - i"1�I 2'-4" + 9'CEILING t `�EDROOM No. 3 P/ 'rl _ '' ,''i / L , ,,,1,1 ;:i,;; —r� t IT CEILING , h�'� v °^I ao.,i FSuou ir, 'I- - \ i N \ /' ,_ d.. N - N i,1 X 1 1 �,,r r 1,,,1 I t ! / ,— ---t .� M .' '- - - - T— - - - - - - - - - - - -"'-- A. - - - - - S.14., �- 'v ,1,,1,,1,,1 O %-- HALL I 1 >t� t O\ 13'-7" 6'-71/2" IrT N��., 1„1,,,11r N // N r_ i , - - N a ', m v^(2)2X8 DF#2 r _ 9'CEILING sx o2 — • r,,, TRENCH ” �_ 1- o N— 2'-4" 0 2'-6" , ■ r-• 2 2X8 DF#2 ...,--/ . �s . . AIM °° (2)2X8 DF#2 HEADER �-- / O ' (4)2X8 DF#2 N — CO FALSE R' )§1 1 I _ a o -N 3¢ 2X4 @16"" 0 .4 c'D ` %D , INTERIOR DOORS:SIMPSON 70744 4 PANEL STYLE,3/8"FLAT PANEL C4 BEDROOM No. 2 --r"1 I N FALSE RR N PREHUNG UNITS: CATHEDRAL CEILING - -. " - •' " -N a 16 -6 6 -41/2 9'-41/2" 2X4 . 16"0C 1 FINGER-JOINT(PRIMED)OR CLEAR JAMB? r. HINGES:FINISH?(BRASS,OIL RUBBED BRONZE,NICKLE,CHROME,ETC.) O p o I ,� LOCKSET:BRAND,STYLE,FINISH? O N N POCKETDOOR HARDWARE.JOHNSO (TYPIC )( N ALWI.C. • �,`T00 L�LiII :y.:... to COMMENTSct• .Q�-,1 U --j-_ -aN -� T - r�� 1.7"PINE WOOD FLOORING IN ALL ROOMS(INCLUDING BATHS)ry T�^/i a Ir) 10'CEILING N tN., V1 i> ;\ en _� 2.TRIM WORK BY OWNERS ' n (3)2X8 DF#2 HEADER \} a 0 6-.e._Il 0 0 4'PLT+HT. 3.STAIR:FIR TREAD,PINE RISE,STAINED RAILING,PAINTED BALUSTERS. a Q+ WCM3248 3WlOo SITTING ROOM '_31/2" —� 10'CEILING 4.INTERIOR DOORS:4 PANE!(STAINABLE)PINE DOORS. 1 i co — EDROOM No. 4 N stp N ____ _ 5.FRENCH DOORS TO BE SUPPLIED BY OWNERS AND INSTALLED BY I CONTRACTOR. U I 3-112X3-1/2 1,8e , „ CO PARALLAN / 1 6 -01/2 / 6.CASEMENT WINDOWS TO BE SUPPLIED BY OWNERS. 0 en I r COLUMN N (3)2X8 Df#2 HEADER i� �� 0 11 WUDH2616 WUDH2616 WUDH3224 2W Cor 2 11 5 -91/2 5'-91/2 6'-2" -31/2 11'-11/2" / 11'-51/2" / 8'-101/2" / 1).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED.SEE PLAN FOR CEILING HEIGHTS. / /20'-8" ,33'-9" / 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. - . - . 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. o 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS ccty a E OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS rn n [ o et;: ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR C ' ., MICROLAM HEADERS. p i ,-^a v Ee�,, rj1-'' � s U 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE Q '- ti APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 0-, ft Q � HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 17 Z W v re N a 7).PROVIDE 3-1/2"&5-1/2"WIDE YELLOW PINE FLOORING. W3 ' >3 --.....3 2ND. FLOOR PLAN • 8).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 ."8 v SCALE: 1 4'T = 11 AND 2X4 WALLS AT R13. � � C. � 4* +( 9).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL in U :S' Cl) SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF NI ') 5 v 410 PROJECT NORTH SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM p w INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON CATHEDRAL ROOF PARTS. 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. LIVING SPACE: 1298.4 SQ. FT. BATHROOMS TO BE MOISTURE RESISTANT SHEETROCK. / 11).PROVIDE SMOKE AND Co DETECTORS PER CODE. H w E"I a) H czni it/3) V tL__._____ -R' B N ,r- „ d E 0 U x g iii..' .a1. ,,+r' rc-11/4z.„.„ '6 . te -"Ni ■I,Rr_ /.4.1-4.4--, „42:4-10:,:,,, ‘,51,12.,:, -_,,,,N 1t,74 `' .,.s 1" DRAWN: Mil/MS _`°"`•' `-0,,� '`' SCALE: 1/4"=I'-0" �1 'z JOB#: "`' 'A, • January 04,2012 �� SHEET NUMBER: -'dye ,,,.- ' 4_5 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: A II - ', I; I 1 1 i 1 1 1 I 1 , I ,, ' " 1 _. t be 12 ! fl t! 12 �< 51/2 10 IQ �I 12 L�. tX Xi N I� EI . , LKI-_--) 10 17 r .. .. -•--------- --- �/2X12DF#2 RRlal24"OG . .)\-4' I I .� II 5-1/4X5-1/4 1.8e ^___,_ PARALLAM _ t (2 1-314X16 ML RIDGE �t COLUMN FI -•- 12 5-1/4X5-1/4 1.8e t t 4H PARALLAM COLUMN I 1�,- -____-_-•-•-_-- ; i__. W t :t 4") c�I 1 1-3/4X14 ML RIDGE 1-3/4X14 ML RIDGE W UT r I w w , V1 gu- cY [Y y f+ 1 IN fJI I 12 tQ qt 1 10 i I 12 5 1/2( XI W +/ V , 1 - ^-I. I I ^ H I N .nl. t 1 , IC) I II 11 , 1 1 . , , 10 iI , ® o 1 I I ,______, W v,C / 112"(MAIN HOUSE) 3-1/2X3-1/2 1.8e n O 19-1/2"(DORMERS) PARALLAM P "'i O - ADJUST AS REQUIRED COLUMN C (SEE ELEVATIONS) kr , . , ROOFING 2X8 CJ leV 1 1 <Q- 12" '(-� 1'-0"BEDROOMS 2'-0"HALL/BATH 12 (SEE 2ND.FL.PLAN) ROOFING /7X12 DF#2 RR 016"0C 3.1/2"SPRUNG CROWN I /- 8� C) 2-1/2"BED MLDG- 0 T.. "��1 RAFTER TAIL ‘111107 - 1X6 RAKE 'L _ • s. ( 3 W �r ;.�• 2X BLOCKING 1X12 SOFF �j Q �1 Q 3-1/2"SPRUNG CROWN �I4, 2X BLOCKING c< /� a y..s' , 2-1/2"BED MLDG. on 1X6 FASCIA -.1--2X6 WALL T V 1 ' Z '� li a 1X12 FRIEZE BD- --® 10 1X SOFFIT _ f �'J ROOF AREA: 1907.5 SQ. FT. '- C -t x `'` TOP OF WINDOW OO Q vz ►--1 CD 1X12 FRIEZE BD. _ , �1 12 `? i 0" CORA-VENT V f+ COR-A-VENT ALL EXTERIOR TRIM S-400 STRIP VENT /�J AT 100% WATER RUNOFF: 318.6 CU. FT. s N W S-400 STRIP VENT TO BE CLEAR PINE V1 2X) 8' DIA, X 4' DEEP DRYWELLS N (O BE STAINED) SIDING v 5 LL 8 FT X 4' = 169 CU. FT. 17X17 IAF#2 RR ng VA"OC rn GABLE 3-1/2X3-1/2 1.8e WINDOW1 DRYWELLS CAPACITY: 338.0 CU. FT. PARALLAM COLUMNCio HIP ROOF SOFFIT DETAIL GENERAL: o �} _ �' DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A cc\'\I a 5 SCALE: — O SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL m v o FLOODING OF GROUNDWATER, OR INTERFERE WITH THE OPERATION OF SUBSURFACE +' SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. iLl t� c2 m o DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION °i+ v •�. WILL NOT COMPACT THE SOILS BELOW THE DRY WELL. FINALLY,A DRY WELL g g in SH0OULD BE PROTECTED BY EASEMENT, DEED RESTRICTION,ORDINANCE,OR OTHER PROJECT NORTH ROOF PLAN w u ,... LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION.AND REMOVAL. in C' • THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH SCALE: 1/4" = 1' l 2 WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY 0 4 o, DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. Lo U CONSTRUCTION: 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O-C.. Q` •� (Ti FOR DRY WELLS, PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY .11 .;4_:,) E CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. 2).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. W PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE G CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND FROM COMPACTING THE SUBGRADE SOILS. DURING DRY WELL CONSTRUCTION, DIRECTLY TO THE DECK ALONG EAVES. PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION 4).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULDEenti to BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL 5).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS H TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, WITH ROOF AND SIDE WALLS(TYPICAL). ,� DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION r1 SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY 6).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING 0 U TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 0 DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE LLnn !) OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, » . USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE 7). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. N L:j ILL UNAVOIDABLE, EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF USE GALVANIZED(ZINC COATED)ROOFING NAILS,it-12 GAUGE WITH AT H2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. LQY ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT .. SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY CUTTING INTO SHINGLE SURFACE. AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND DRAINAGE AREA STABILIZED. • U IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS 0 g STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE � �� INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA IS COMPLETED AND THE DRAINAGE AREA STABILIZED. = STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE .� • .- �' COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. i'.-,,.,,`y C , �` , — PRETREATMENT: ` '*:fit',� _• _.� ::::„,,,_, . rJ- Ii A S WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THEDRY WELLS TO BE 10'MIN. Ow-�FUNCTIONAL LIFE OFA DRY WELL.WHILE GENERALLY NOTA SIGNIFICANT SOURCE OF ,;AWAY FROM HOUSE "RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND Y ::. ' i VDRAWN: MH/MS ORGANIC MATTER AND, DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. i. 4§,, .`.. -•.. SCALE: 1/4"=1'-0" �o ° �� THEREFORE, ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH ° 0 ° ° CLEAN-OUTS) IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER �- ` ► JOB#: • PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES ,,. y, , .Z r.E %` January 04,2012 ,, SHEET NUMBER: THAT CAN ENTER THE DRY WELL. ,' r . A....6 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: /f, fi ',%', N,�. 1-3/4X14 ML RIDGE :' I -__ 2X6 COLLAR TIE ••48"OC __ I 1 1r _ A :,..,,,---1 \. `N 12 ��i' 2X6e16"OCA =r---- I , �� �«�1li • / �.% ,@,60L O 1 RIDGE 1,__I 1 i IN,,. ,,, ,/ ,LX.A2 �,�yy_ `- �_, \, __ 5/8"SUBFLOOR I I \ \, ,\ ^ _ - ` ___ 2X8 DF#2 C1 @16"OC /0'. 2X8 DF#2 C1 @16"OC - i ��J (2)2X8 DF#2 2X4 FALSE » co -- - - PP: FLUSH BEAM RR @16"OC IS MI • C] M ` !T_t ,ti 'i---_� �- �v ( T� { it « - - 00me e" ( � i _ 1_ ! , i� O re .._. -__ --:__ - _.. .- " _. .. et. !` `I 1 _'• I I I� I .111 TO MATCH(VLF) �— . ''`" - - i1 ( 7°./..0.111 -- 5 IPLAP CEILING- - a w 3/4 SUBFLOOR I __ . TOP OF SUBfLOOR 9-1/2 TJ1230 WOOD-1 FJ @16"0C I ! L I II i; i - - -' - - - 'GRACE LUS FLASHINGW_.._ �� 0.1 T! rn 230 San c�t6"oc n 3X10 DF#2 F1 @24"OC- -_s - em .N _---_._.-_------------ __-.- __ -______v� ___ �____-- �__-____ _-__ » ' (... ..'--------- COPPER DRtP CAP V 1N if -TI N i� OVER 30deg.BLKC re 1.4) I+ I ' - _' `t-,. 311 .t`-rs.. , -• - i ?-:4� 1 - $_- 6. ---- EXTERIOR 41X6 TRIM v Z [--1 - - • •N C. ■ iillil I �a # y:: �:: :L� :'� � ... ..., 4 -` .4, WALL arm (' ::Z'�`��i' ' i II !L-;:.1-1:1:11:11-.1.71-11111:1± . . .�_ ,j le # '1::1'E, _14-1-47 F4 1X12 TRIM Itt I PP % '14 rri��� r+tit" ! III itift: r�-, i :"....!..7.6.116-1,,,,,,''',, 5/4X3 SPF W _ r i I 1!: r -I^.� i. !I " TN a indlitini 1ir■��■�! a .� y 041 « « __ dy W_ ,- - �. d C• T . f{ t -+ ' a:} I 6 " j1 L.. .�.: II -- _ —_ 4. I a ' :. • : t iiii6 "ii•L ( { ■1 N' E. S }' po �" .•• __ T/1 �{ ~ N !�.• ■:!1#! 't SlS I ! { .'il6•!! • Z! ti'f =f t. ii� N ■`� • H h—i I } 4 NI __.,---------.===-:.=..--, i'-_-a== -�—=_-__., *_.,-__ .----:::-..====.2-=— « y I U �..__-_____,._-.--,----,.___-___.----..—�_.______---,---_.—_-- --.__-- _ 2)1-3/4X9-1/2 w {_-__.-_________— MIS 2_ _ _,- ML FLUSH BEAM — 411 . . rr'- awl 44 A En 3/4'SUBFLOOR® I. _ ~ L�- `_ _ - �) ��_- �_�—_ I - _ - «_-_ - 3/4"SUBFLOOR « __ __ 9 1/2"TJ1230 WOOD-I FJ @I 6"0C • _._-1___, - _ --- - I i _ _ - w ma II - - -fit- - - -: ! I---.pi _ = = _ - -- - - It ppg 91/2"TJI230 WOOD-I F1 @16"OC >0 __�- '?"7,,,,>,.<>� �-„' ,.'• '<;',:: „ : ,t-r;ri/��ri ..!`.��'l s�f�� � •�'�-l�CT^-r,, ,C;.,-. - _ -� - — # "1 2” — - — gLi _—__, • ► v J (7,:i"; ,<;',:: ; Ci i e, <,. 'v < 4 h TOP Of FOUNDATION {3)1.3/4X11 ?/8 (3)1-3/4X11-7/8 ��--' ✓.. '> <>„__,,,„: ",ti✓ J; >„✓_ T l•�f�>.., :> � , to - ML GIRDER ML GIRDER • - -�� -` ., ‹,,...„1, �� I ; ,...‹.'..,_-_<2.2-2._:,.‘....2.....<:„..'..,*s - •' {3}1 3/4X11)/B D•■ (2)2X6 AC4 SILL PLATE D,• ._..—__ —_------- �� - •AaF - 5/8”TYPE-X COP-R-TEX TERMITE SHIELD o,• ML GIRDER {2)2X6 ACQ SILL PLATE c. - •° FIRE:RATED SHEETROCK FOAM SILL SEAL •o 1 COP-R-TEX FOAM SILL SEAL ., O ,, ON WALLS&CEILING ° �� 4"STEEL '` e�, 8"PC WALL S E CTI 0 N C-C Ca °' ---___ _. 4"STEEL 4"STEEL e� 00 COLUMN'. , DAMPPROOF I 4e- - 'COLUMN COLUMN 4- DAMPPROOFED ;: A 1. CO :, 8"PC WALL SCALE: 1/4" = 1' p o a. 4"CONC.SLAB ., ----- O — - -�- - — -r-.. • .. .. . . °. 4"CONC.SLAB 4. • • 4 e°,r �a'•�. es= 'o.�• • .• • 1r - �- ' F a, . \ WEATHER RESISTIVE BARRIER 16"X8"CONC.FTG. 8 •)T ' • '..off p•'• '` �''' 48"X48"X12"CONC.FTG. ° f• 16'X8"CONC.FTG. ?ti •i , (2)#5 REBAR (4)#5 REBAR e.w. (.3•�5 CD U 30"X30"Xi2" 60"X60"X12"CONC.FTG. CCiW CONC.FTG. (5)#5 REBAR(13"OC)e.w. {2)#5 REBAR l.„,2 WALL SHEATHING �I Q •.....sor DO a z SECTION A-A DECKING --C) GRACE VYCOR©PLUS - rx - ri SCALE: 1/4" = 1' 1 a ° ( l l 1 ,� ( t I III) i I 6 ,' r � ti 1 I � �� I , I� r Iip,5i4- N � /, I' /1 1 bI 1 ML RIDGE � 1 \\\ I #10 STAINLESS STEEL ii ' I /� i L OR GALVANIZED�rL�� ! r c9 ( f / 1 1 1 wood scREws w1 i ' I f I > _— ——— r ' O ( } `� �11 I wASHvasmu°o.c. 1� �' I If I 'i G 2X6 COLLAR TIE C48"OC 12 �•(�/ 10111: l I, V I , I� I I ! , 12"O.C. b 12" { { 1 I ova, NO li( GRACE VYCOR© y \ \ yj ' I ) _tti�` , DECK PROTECTOR f ,I, -LEDGER BOARD [-- I 1 ` l I I I ( I /I/1i 1/2"APA RATED SHEATHING I I III ' f I , �-}1�0 __- IO, GRADE PLYWOOD --- a. -- O ,I II (ALTERNATNNE:7/16"os.e.l ��j I I ( t GRACE VYCOR DECK PROTECTOR SELF ADHERED FLASHING N I ( I T r 1 (! in"APA RATED sneATr,NG INSTALL GRACE VYCOR PLUS FLASHING AT DECK LEDGER. t7 ' G 5 f I I ® ' ( ' 1 I A E� � + -—— INSTALL AS PER MANUFACTURE'S WiTTEN INSTRUCTIONS. ] o Q] I) li {ALTERNATNIVE;7/16"O.S.B,) J 2X8 DF#2 C1 @16"OC n G +; JJJJ{1'1 I 1 I ( � I i 1 ® - •- - --- 2X8 DF#2 CJ @16"OC ' �, liworA oWED STAINLESS STEEL / 1"4OR GALVANIZED ' 1 ! 2X4 FALSE 1-1 :9 Ci,u tn WOOD SCREWS W/ ��WASHERS 12"0.C. �� 1 i 1 -- -'I - -- � RR @16"OC ~ O ( 1 ( I/` I' ' /�i\i ,I d wNDDW SILL TYPICAL WINDOW DPENING i. « o zc' \ ( �( I (LESS THAN 4'-0X8'-0"DPENING) 44 44 -- • SP lIL} t I HI I t f { 114+ w . 1 '- 44OK I41+ TYPICAL DOOR OPENING o « o o ,.� r » (2)1-3/4X14 ML RIDGE V (LESS THAN 4'0X8'0"OPENING) • rai rt, R4 Nii. i• N CU E -8 — z N O w N 24"oC 4" O. ' me N 2X12 DF#2 4 L. TO MATCH TOP OF SUE F.00R « RR @16"bC r 1 17 a SHOWER PAN - - - - "s`' . ._ M V_-SHIPLAP CEILING sow ' / I ' 4" P 9.1/2"TJ1230 WOOD-I F1 @16"OC 3X10 DF#2 F1 @24'0C i I, fletet4 C,043 \t ) Ir. liii I�. (2}i-3/4X18 No ott sr"� �— I0�M" WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ' { ML HEADER z "��"` '` ctilt) ICJ em C { I AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION IF NOT USING IMPACT GLAZING [II I' =t I,; 1• 't -1 `' I a ,I ,*} ,.rtTt', t :: 1 1 I,'t,It ' = Cly I g ( ( WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" « t_+a t+jq.i t icrelLI '� f AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO » `+ , ;=". L;-. l:111:::: 1. r71— *I li.JO'} i COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1,4 OF N.Y,S.RESIDENTIAL ;_ ;.s ? M r + I [ Nf ' LCONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN PRESSURE.ALL OPENINGS MUST HAVE DESIGN PRESSURE UPGRADES WHERE APPLICABLE. F,;1,i''. tr>:,': �.t 'r` ',` .' ' +'1'i <:*- ":. i�ti.,,,ii,,,,,, ' : .`,_I irk i" � L + � .t... �.� 4= `,1,�,t 'N'I) ( 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 IS TO COVER, �. ,,.,:. a. , ,.a;. ±?°:i'�!-4 ,,' , :,;;�.-;; �;(12'OC I ( ---.__ ---- ----- / 1 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. N 17) Ij iJ1—1-___! I / I t{ - ti, fi is t r+ i; r'a-, 5 L. 1 l I I ( _ T j f tf, I, �1 Fl, I } I fi LII 1 3/4"APA PLYWOOD N i#,t� ,, :,•:'7-1;'.7' P i':1'4•P *�iTt`,-0",' A ,, i L {T iii 1\ I7 �r 91\,. i 0 \ I \ I SHEATHING , . ,t;' I-. 5, t, #, .2i .C'_V ,.0,e+ursg Om cl I ' 0 1 1 ' 00 1 1 1 O I i� 'ma "a� ' i' bi'J V 2 _ L— —�— 3/4"SUBFLOOR tl) t+ 1 11.-.... --.1.1....... .71 +.) _ _ 5/4X4 FIR FLOORING I I �,_____.1 I l 9 1/2"T11230 WOOD-I F1 @lb"OC �, - _ ,NR_ _ - I ! I, 1 ( i , - - - - - I_ �("i 2X8 ACQ DJ @lb"OC T.. 2X8 ACQ DJ @l6"OC - - ^ f� 41 I Rif (3)1 3/4X11-7/8 � (3)2X8 ACQ GIRDER (2)2X6 ACQ SILL PLATE a• i ,e1.': ',- • �!,�-' iI ( I ( I /I ( ' I D. _ J i ML GIRDER t COP-R-TEXTERMITE SHIELD 7-i' .__;.i-.$,,,-.�+- '-c>`•s;x�; ,t,-a-,-,4 - .t4,yam,,.. ,,' =t,-z4i4-„,r.,-t,$cY=t tw=:; '\,t•• FOAM SILL SEAL • • ' _ _-,/Il GRAVEL 10”CONC.PIER ;'•Q 10"CONC.PIER �'.q O I� �� 1 I , I I_ir j iiri�'i ����� 0C� ����llli ice- f l 1 �. BASE ..p rp I 4 ( i If ( xlosraTNLFsssTEEL 4: __. _____- 4"STEEL ,...e4 •. ,d° N') ��►: -� { 1 } { I } OR GALVANIZED I 8"PC WALL COLUMN • y. ii ° c_ I ) c 1 I d i ( it C 1 ( DAMPPROOF -�_ • " „ - - �* §x° „+� "� WOOD SCREWS w/ CO '4 WASHERS @,12"p.c. 24'X24"X12 24'X24"X12 ,ar,, �";),i4..t.., rl- 0 I XI o CONC.FTG. CONC.FTG. ;;' 4 t IMULT]PLE PLYWOOD ASSEMOLIES •1 ~I,, , '> ' ' • ji --=y),2.2X4 DF02 STUDS CONNECTED •.•- , a;x t- -, y ', ,�- DRAWN: MH/MS TOGETHER WTTHSTAINLESS STEEL • J,-. tORGWL NNI2ED OL(11 S W CRS O ---_._ — 4"CONC.SLAB ;, "*.".ti='., t, -I�'� � � : :+3�" SCALE: 1/4"=1'-0" TYPICAL MULTIPLE OPENINGSMil : JOB#: MORE THAN 4'-0X8'-0"OPENING - - - - o:' ' v ••d , SECTION B-B .'i z,.a...• r o.• ' t .,:/Y.- 'u . ... January 04,2012 ( ) 16"XB"CONC.FTG. 4' ° °'` w ;W.. ""(2)#5 REBAR 48"X48"X12"CONC.FTG. IIiI_ 11 .x^�' SHEET NUMBER: (4)#5 REBAR(13"0C)e.w. SCALE. 1/4 = 1 t'''' .i;,, . A ....7 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK, CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FiNAL PAYMENT FROM OWNERS. REVISIONS: 1-3/4X14 ML RIDGE I 2X6 DF//2 @48"OC 2X12 DF#2 RR @16"0C 5.1/4X5.1/4 1.8e (2)1-3/4X16 ML RIDGE PARALLAM COLUMN ;�.►i...As,,h�"', , Ivh!!,':tt t1 rtt tt!''cri.,,,Ltt1 ??1!1► !„ A ,1 .", u it 2X46 DF#8 @16"10C it it n u 11 it it it n GM iH II II u II II II II 11 11 11 II II II u t• r 5 8"SUBFLOOR r 'N ,1 11 11 11 11 11 11 it 11 ,1 11 It 11 r1 MIS :MUM a � r ����t \1», F u n u n u u u u u u u u n u f 'j 1; c I? 1 l Ff a1 „ „ „ „ „ II „ „ II n, u , u „ 5 8" UBFLOOR Al 8" UBF OOR 1'n n n n 2X8 CJ @.1.6"0C ti n .li~il 14 Ism11 Ir 11 11 :: if 11 11 11 11 11 1, 11 1r ti'!ilil LtY�t?tt�t ti'r ?i!s�li!; .� �ii1t� ?i2›.10 = 8. 1.11! 't%'til i?4ttt' i 1, ,1 li ,1 ,�{ n u u n n u u u u „ n u n n _ u n n „ „ n n M 'N 1r u u n ,1 , , u u „ 11 u u u 2X8 CJ @16'OC "' 2k,:CJ @ 6"OCn n n n 1 u n : 11 u 1~ u n n n II u r u n n ,H 777,7 - ~ u u u u u u n u u 11 n n u u t _'__-+ +- + .� �__�� _ .�__-�__-• 7772 N! - _ \ _ - O u II u u ti (3)1-3/4X9.1/2 I (2)2X8 1;'! :: ii ;: : :: :: ML FL.BEAM DF#2 - 2X4 FALSE H1 u II II II II rrur __7777_ ; 7777-- RR®16"OC Neemeeemi - i—il ti II II II FfIHTHJ II U_ u n u n u r I E-+ -- - I FI , c...; '111.1 1N1 0 al 1 »'Y 4, _ - _ - ;3 4 SUBFLOOR , s � �� � 1 � � � .'� ( ,_., ,.�_ =� ':_._ ' i� — — 7727-.�,;, . :.� 3,,4"SUBFLOO`. _-_ � I ?k1<'�R j�.) 1 • � t t ., . t �j idit i f�fa .��,1 II. TTS! t �1 ..—'��ta� �����, - — 41: TT. .,, . 1; ��� � Qr6"o _a r - - _Iv_ r - I 9 U2' TJI230 FJ @lb'OC 9-1/2"TJ1230 FJ @16 OC fT1 r_o I A -.4 _ Pill i em r— I U) w , „ Lilt LI 1. "1 (3)1-3/4X9-1/2 *► n • 0 1 �� ► ma -_ so . 4' ____ z- ML HEADER W • l'. 1111 1111 41 ii 72X12 FG I I'«� [ COLUMN ZAl — —�li LMIMI_2 6x6 cAa a w_-- _ �. .� g 1 I Posy CAillohiliL JJ 11 1,� 1 � 1 � r " ``► 1• il }ii � 1 ,r,�j�. Tia, Y �• * ,1.�.(�- 74, /S ii . is � ! Me t f a... Citi �, gti �ifint itil. /111 is�lenes ei ne Ba ila ii► at 1410. iSs t ie tett �IL _. 5/4 DECKING...._ M-,,+- a,ri i' � ► � N • r 1 rr - - - - 81LC0 DOOR 3 1.3 _ u 2X8 ACQ DJ @16"OC ' . : �' ( ) /4X11-7/8 ML GIRDER PER.(ii"< 'N. Q� _��r ' (2)1-3!4X9.1J2 ::: (2) -3/4X9.1/2 (3)2X8 ACQ ` I �- i �� ML FL.BEAM ML FL.BEAM GIRDER GRAVEL BASF 10"dia. - 0 CONC.PIER � O _ � 4"STEEI. p , M _coUMN � 8"PC WALL 24'X24"X12" - � W co • I � DAMPPFtOOF e CONC.FTG. 1 I ' `4"dia.STEEL ICD � ,..� i COLUMN O.1 Z _ �_ I- I I I 4"CONC.SLAB /� E-+ 14 ♦ • s. •• • • • ♦• 11'I , s. .. . a. . • .. . ♦ ♦. • ♦. .. . s. .. . • . •. .. • ♦ _ .. , _ •. , a ♦. . er^. • • rl� 48"X48'7:12°CONC.FTG. 24"X24"X12" 16"X8"CONC.FTG. {4)#5 REBAR e.w. CONC.FTG. (2)#5 REBAR >1 rij SECTION D-DCD g4 SCALE: 1/4" = 1' v 2,222, _ _____________ ______.________.___-________.__-_____.___________.________�_____ __._____ ______..._.-----._-_--_-_-2777__ _7772__ _ ..�__ _._.____.. _�z.�.__.__ __ ��..�, ._.._2777.__.._.__ ____ 7722_ 7777__. ._.____-.________ -,.�__ ___ _ ,-_ �_ 727,7__ � 7777 -_-_-_--7777---___��..____.______ _ _ _ _ _ ._____._-_.__tl,�,.�-_._________�. _ _,_ ,_._-_ -__ __--_-_-.. 7727« - - r-7---7777_-_--.__..,_._.__- -_.___.__-2772__ .:- -7-7-77:-._ _ .._ - 2----.C.-_------__�:=,_ _ _ _ __ - �__�.9 � __ _� ,�.�_.,.,...,,®_- __-. _. '7"7,72" _ � ___ _ -___ v. _- b=2--_ _.o_ O :_--_ _ _:T:, 7777_ 2777 7727 --_��_ G_��. -7772__--:___-_- _ __ CI CU E :_ �,w_--7777__ .... _ x, -_- ___._�,.�_-_____....____�..___ __......�,_�_-777:2 _.-_�_...� __..____. - _ 7777--_�_._.- ------ �_.____.._- _.�� ,�.___-_�:: 7 ° • �. cd -. -___7 __. 7777 _..� 7277. ___ _ _.. _ _,.....,.,..-_—______-______..,,.,,..®.,-__.._______._._ .�- __- ______.M, - - --- 7277,. _-7777---.,-....__�-=7777_-=x'--7777-----7777__- - _ - 7222._-. _ - - „_ __- a_ s_ Y_--_ __., .__.____. _.-7777__ ==7777.. 7772 �.LY. _�.._7777__-�_______.:_: _ - __ z --- __ w G 7777_ _. _ x_ _._.__.___--,.___.._._-72277277_ 2727_.- - 3 0 ROOF VENT 3 0 ROOF VENT - -- __ _._....____._:.__----=7277-•-,7777-----.._..____ ___._.___..__.._-____.,._..__ _.....____.__,_._---,._--_-- �--"' __-_ _-,_______ _______ _-7777___ ___ .._ _ __�___ __- _ o 7-- ..r __ F__._____ __ ___ __ _ 2777 �, 7722 7777 -._ ____�r� 7777_ ��_ ___.____._ — _____________ __ _-_ _:� ___ ______ __ ¢__ _ _ ___ 6___ _ _7277 _ _� _ �� 7777__ __—_______a�-_ 7777_-__—���7 _--_________-_ ��__ ___ _ . 7777_ _ _ ___ 7777. .�_. _ __ � 7777_ _ ___ _ _ 7777.._ 77_ _.� _ �_ _w ___ __.___ __. ___.___ _ __ _ __.___._u ^ . _ _____,Y______.___ ___�_� .__ __ 7777__ ___.___:_ - -�____ »_._ _�._ -_____ BATH_._a,o,...__._.�__.. 2227_ 7772_ _. _ - -_ - - _ -._ _ _a ___-_ — _k m =7777 �_. _ - - _._ _ -- -- r-.__ c, . _-•-7777' �- �--_ -. -.^ ._ �:....._. -_. �._ `.. - .-_-�_ - _ _,_ _ > w�.�..�,._- • -_-.,...e._-:..a�------ ----^-_ , T n p AT a. ,� � � I~ _A.-�_ 2777_ 7727. _ ________ _.,__... _ 2777_.7727 a�_�.-__ _�.__....,,.-,.__._..__._ _,._._.__,_._____.—_- __ ....__.._._.. _.__.__._--7772.__�.,.,.�.--- __'^' ... ,2722-m ..,.,�.. _ 7777___ __ 7222 --.,. ._-_ ,.-„.,,,,_ __ 7277_.,..___7727_. ._�..__.__�-_. _ - _---.......______._._____ _ ,.,�.._____ �- -_-_ - - -- 1 1/4 1 1 f2 1 1l4 1 1/! ---_ ----_--m'7-- -. -_ _ _ _ _ - _ _- >•_ __n__ _ ..__._,_._._......________..,�..___...___7777---7277._.,_---_...m.�_.__ 7722.�,. �+ � .� .__-_ __ -_�__7727_. _,_, __ _-._ —7277 __-�_- 7722 _ _ --7777. .7777. _ ,7722--- �__.._ „_--.,m -_ _____®_.___.__�,_. � -__ _ -_ .___ .�._ ___.__- _ 7,________________._m _ __ 11/ C �� a.-, ._ _ - _ ._7277.. �s 7727 - �� _._ __ �_, _ _ --- __ -__.____ .____- ____722,2. mom ®-�.� .�--------___....__-�__-____-��,.--------__..__..,_,..�__._._.._�.^----_-__�--._ - _ � ___�,.�_._. _..----7727.-----77772727..-7277-- -- -- --•- 7777- ■■n■a .� .S� .-�_.__ _— ,_7777_ __ _-- ___-_ ______777,2. _____--�,°°____ -- ___� ___..___•._".. __________________..__ _ _._-_----__.,_r ti�.._.._._.__ __.______.____-.0.._.__.,_ �n �_ �_._ --------11-_=-- __.mom__ �_ __ - _ - - - - e _ .__ ,._ 7272 - .__ _ -- W.0 ®s� _ - _ —_--,- _ -- 2277_..7272_ ---- ...— — _� _ -__ ____ _ ®__ ._ _ 7227 H• cc E a: ,_._. 7777_ �____ __�.. ___..�.__77777727._—_ - S ER SHO VER � .._..______..___.._.._. .________._ __ -_- --->,...g-- 4____._.___�.._ _._....� -7777--___.___.___...._._.�.__._ „_..-._..__,..----------.,.---..-__.,_..,-.______-_._..._.. � � LO -- -, _-- - 77___ __ _-w___.__._,_-_-_.,,�.• �_ --- .�.__-. 7777 _ ___ ____.,._,...._____..______-._.---__._._..__.___....--_--------7777-._...______.____._.__._— ______.__________..__ ._ � •• r__�:.7272_ - ,722,7 _ ___._�_ .- 7222.._ �.__-_..________ _.._ ._y,.____ _---=_L__-:___H___� 7.2.._..___2_7____ -_ _ -- --- __ - __ N 7772_. _ 7277 . �. 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DRAWN: MH/MS s S. gs v SCALE: 1/4"=1.-0" — _ - — d._�V.♦ a 1 �•O•' li 4`O•!. SCALE• 4" ` •� r ws.w"?.::s. .,1 vKt'r i JOB tt: - -J 24"X24"X12" ` / 1 January 04,20I2 CONC.FTG. SHEET NUMBER: t me PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS �' MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: NYS NERGY 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, WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. tea *''it\N; i I, '' 1 Y 1). INSULATE HEADER UNCONDITIONED BASEMENTS: • 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. , Ce - ,& E -,, ECate 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. ria BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ° k A: Earic ,}�_:. 4 i ii ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. " , 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, I WINDOW AND DOOR WiTH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE :A 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: W 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. CIO Energy MO rew York Energy Conservation SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. ' ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. , . effort Cods w BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. l: y. O U ., ne L 'I've: Single Family a Z RECESSED LiGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): � RECESSED LIGHTS iN iNSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG Glazing �- " �`' H CONTACT ("IC RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SiLL PLATE. He:atm DegreeDays: 5759 W 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. Climate to L SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS C�.7 STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: Co nsfrudion S31e: awed- . ®^ g ASTM STANDARD. MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. '-' " h+l W BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. .r CrSHEAL HOUSE Mall Salpaatz,Arldtent 0 SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: aillt.MPlAill PLACEP.O.BOX S,=a IF VERTICAL PiPE RISERS AIRE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER GREE P . TE, NY Cutatoper t e I 5 - FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. 63' -734-4 185 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: rnaTIt. b3 " =•rat 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 NAiLERS. N PUMPS MUST BE EQUIPPED � „.. .. :..� �.,< .: . < . IN DIAMETER. CIRCULATIO E U P D WITH SHUTOFFS. Q Z FIT INSULATION N CAREFULLY AROUND HORIZONTAL BLOCKING. �� .�� 1 k r CAVITY S O L B N Fr.,,J, �• � �;.: .�•) w3 . PROVIDE A NAILER ON THE TDP OF THE 80TTOM PLATE FOR BASEBOARD TRIM. v.,.z .W. �.�: :�,� : _ �,iY , � z�°.... ��.,�....a:�� .f_�_�.r,a..,.�w.�,.., :,� �, , . Q� ) ..� '.,Y x,t' .�„n3.,.,w.cn...��..w,�.:x...:.� .. ;:asw w.r,.,m�..�,z4r„r .t.,...., .m.�...a,.w2,s -,.,.w. '-:, ..6. -.�.. +.�`ax_�...»,,,.wk..+,.w.!� TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. n :13.g% r Men Con Lia:Cmirn UK. . 5f; Yaw A Sa2 ci INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: ' '� '� � '" " � ''� e . �Moth tm h 't,' � ' ' Ilt ' t . ' � �. . ttikoh-ter ,. ., 0 PROVIDE ADEQUATE AIR IBARRiER BEFORE INSTALLING THE UNIT. THIS INCLUDES �� SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. It ``Tw �rdi u+ .;to ere tipletwitu it, `` w HEATING, VENTILATION AND AIR-CONDITIONING HVAC EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING. . , CCS S A SYSTEM I ,., L AND S S EM S ZIN ., . - ,-.:, ..:. . � , » _ ..._ . :., . . .. � .''''':'''''L ° �: ., $ ,, f , i HEAT OSS CALCULATION G. ,_ � . } . �. . , . : .�< ' <._- . .° " � ,: ,. ,. � � » � HTHE '' :.• . .4 I :z , ,, 1 . SEAL ALL PENETRATIONS THROUGH BLOCKING AND THE SUBFLOOR. �: ., .. � ._. . .: ,. . •, ; �_:: . •..�.,.. ,.�. ,::�_ ,. : . .. .� d MUST BE DONE IN ,:. .� ., :...w HEAT LOSS CALCULATIONSNACCORDANCE TO ECCCNYS 503.3.E ro :,,., ,,.: „ .., a Z '-.. t -",, .:. .•.� ,,..,:, �: ..,.... ., .i� .»��,xg,+.�m,..,...'-,..ag�n..:....� .. ',,,-. ... .. - - �,,, .w,-._.. - ' ,g`� 2,�`,.:: �t r�amn »?>av.�'.� +»� �r 2 . SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WiNDWASHiNG. a n - g a e. 44. �, _ ., R., Z tom. , • .. HVAC SYSTEMEFFICIENCIES: 3 . SEAL SUBFLOOR JOISTS WITH ADHESIVE. .'`, :,, , .,�' . .� ;�: rr�:. , ,, �� ,. .� • �, �: _ _ '�w, .�.. 'k; E� V � ° •� - - „- ,, .- �.- tz.,, ,k baa - _ - - , .�, •x•;.:°` 4). SEAL INTERSECTION BE EEN t N � `'" TW JOISTS AND WALL WITH SOLID BLOCKING. THE ,:.., ,. -.. „. �.,.. , d THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN iN _ ._,.. ., ���� , z,:� .... � _ �.._.u, U2w . ;, . �.:,,. .«,a4.,...-a4.4. 4;,� .�„ > ., a:r � 0 , � o ECCCNYS 503.2. NOTE THIAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. Mort alsb er U Spam: 1343 Z .0 0.0 44 MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: 1 t" Fie ' o�' WIz 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE �� 0.0 L) HVAC CONTROLS: ) CEILING WITH ADHESIVE. a- Cathedral "l� 533 z` _ ''� CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE �. U p_ 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM RM o. , 1600 19.E 0.0 CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER - PIPE AND DUCTS. •r••I (FOR HEATING) AND/OR $85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL g k . �, HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. ri w kc 4, . Frarne. P lel -E 50 0. 30 1 . 4). PROVIDE BOTH INTERIOR AND EXTERIOR AiR BARRIER TO THOROUGHLY ,� 1 �. LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. Window '� Ft 'l �' `" •Pane Y t Low-E 0•' 0 2 U SUSPENDED OR REDUCED.. SIMILARLY, HUMIDiSTATS MUST HAVE THE CAPACITY TO PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE '>Ir 1. Soil 42 0.00 12 HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR DROPPED SOFFIT ON INTERIOR WALL: DoorZ Glass 42 °MO 13 USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TEMPERATURE. TOP PLATES. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN ' . : WOC4 Frarne,, 167 off. 1238 19.0 0.0 65 o VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERiOR SOFFIT ON EXTERIOR WALL: � � 3: F e' O a Pane xit E 77 l.2 Q 22 ��'+ o GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 5 1). SEAL ALL PENETRATIONS THROUGH THE AiR BARRIER. �„ � �., � �, x ,_., v 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE Wind " Fla te" L Pane: "� Low-E 120 0.2g0 35 c0 n o y DUCTS AND PIPES: ,D �. 4 DUCT AND PiPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN FRAMING INTERIOR SOFFITS OR UTILITY CHASES. p a 3). SEAL AiR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. c4 ' 1 4 UNCONDITIONED SPACES, AS INDICATED iN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE w *� .� R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). 1 * ' , Statement:,1 ' . ..�,•.d' r i„d i I' xrSI r. °I the ding r �. , and of o In DUCTS AND PIPES 1N UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES KNEE WALL SUPPORTING ROOF: � � .� 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO g a OrL '��' L' "I :t aPPDS• 00'1• Trilr ,proposed;n t `ems skgr ti - 0 New Energy Cance z 3 E. MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. 1 n; F � T I ', r , °n c' c Ve 442and' ' ith " ,d t` y' . J, " l;s I e .s Ile :, ri ^, ', THE INSULATED ENVELOPIE OF THE HOUSE. 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. Li-) v m IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE rie �i . BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. `" R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. N v 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR .g w DUCT SEALING: 1NSU tbRl:ATE. P., 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: -Ti? S1g 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 TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING UL 181B MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT FiLL THE CAVITY: v SEALING. INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING 0 'PallYAND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL WRITTEN MATERIALS: OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. d WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT "° ` ,z,, WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE CUT AROUND OBSTACLES: H 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. EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THATU THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT DOCUMENTATION OF R-VALUES: cn AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY FACED OR UNPAGED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE g IF THERE IS A GAS RANGE. INSTALLED SO THAT THE MARKINGS ARE ViSIBLE TO THE BUILDING INSPECTOR. dii 5 ACCESS OPENINGS: VENTtLATiON: ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE MECHANICAL VENTILATION TO BE IN ACCORDANCE WiTH ASHRAE STANDARD 62-2003 AND SAME R-VALUE AS THE SURROUNDING AREA. i THE REQUIREMENTS CONTAINED iN NYS CODES FOR DETERMINING MECHANICAL A 4" ., a,,,, , ....,o.„�, ..,.,. ,,�m�#, .....:.... . �, � A VENTILATION RATES. CATHEDRAL CEILINGS: Ti •� " ; , KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. • s ''`' ,'._ INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE " Illi. ° t rn 'M tom' 'lt, .. �t C L - g 1 o c 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. - °:•`E, �i' f':'� 1,, ,�MINIM(IM VFNT1I ATIQ RAtE QF 5.0 CFM INTFRMITfENT OP 20 CFM CONTINII< '"�, -9$"'` � ''rib �, 4; DRAWN: MH/MS ' ` x v'` ,4 a SCALE: 1/4"=1'-0" M r iu t r, JOB#: r : :M§,V s'* January 04,2012 '; ix�`.1p.t.t rtj SHEET NUMBER: ,A. .. ''':,.'It.'''" $t:ff,' . mew 9 PAINTER TO PRiME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK» CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SiTE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKiNG AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVESIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUC TIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. II KING STUDS :1 �„ RAFTER Q�CRIPPLE STUD II .7BOTTOMPLATE ' 114 � :-- '�—QIIENDWALL ADOUBLE JOLT 1 + WALL is SDEtii �I 1' 11111111111N „„„,/,4 1111 I RAFTER % i JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 11111 �� Oil HOLD DOWN • • CORNERS (1`1 1ST. ADS5 ANCHOR • • • • • BOLTS BA--H / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIP-IONAPPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN E3071-4 BOT. PLATE OF 2ND FLOOR AND TOP — JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR, CONNECT THROUGH ALL OPENINGS LS1Al2 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTEF 2x6-2x8 LS26 18ga. SLOPE HANGER APFLY TO EACH RAFTER / LEDGER ( ) HE FLOORS TO EACH 0-HER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUDFOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24'OC .s .s .e" .r .rte WALL STUD — 116"`; r / N. �• Tv HE VENTS SELECTEDUGH-ROOF EXHAND UST ' �_ —�� /� / LOCATED B'f CONTRACTOR METAL STRAP ---�• / \ 44 CRICKET AT TOP-SIDE OF VENTILAl10N GHAMNEL CHIMNEY RAFTER AS REQUIRED ' • RIM BOARD — 0 • SILL PLATES) — ,' _ ,• I- ' WALL SHEATHING RAFTERS MAINTAIN M� �� VENTILATION• WOOD JOIST al ' I' • II . • l • ` ' • • is • ' ' ' s , ' ` SIDEWALL FLASHING FOUNDATON — T • Q - - - - ' ' TOP PLATE illtill4 ,1�• , BLOCKINGFINISH WALL A.ND MOISTURE I ii — 2x4 LEDGER BLOCKING ;� (4 ' r��ir�, . , �1BARRIER TO LAP FLASHING �. . . • • • ' ; 2x4 SOFFIT JOIST I ' ' •STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC AT WALL -- MAINTAIN GAP � � ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING LACK STUDS _ BETWEEN WALL FINISH AND `,' MINIMUM NET FREE VENTILATING AREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATON ► ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF �,. '' GUTTER ��� (�ill% �� r • ! . L THE SPACE VENTILATED. ALL OPENINGS --j WOOD GIRDER �' `,—_ INSTAL 4'0" O.C. / .' SHALL BE COVERED WITH CORROSION- c 44 4" - 8" LSTA24 I-1/4"x24" 20ga. STRAP AND JACK STUDS '� -'CONTIN. GREENED `/ENT ��++) I RESISTANT METAL MESH WITH MESH CON TIN. SOFFIT / EXT. PLYWOOD i ON ALL OPENINGS •4 PROVIDE HEMMED EDGE AT OPENINGS OF 1,4 INC-I IN DIMENSION. INSTAL 4'O" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS •_ GAP TO PREVENT CAPILLARYx CONNECT TO ON ALL OPENINGS / 4" - 6" RAFTER RT10 10-3/40 '89 C a. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND AC TION INSTAL 4'O" O.C. CONNECT TC) ROOF VENTILATION / O'VER BEARING WALLS AND HEADERS I 14" - 16" LSTA36 1-1j4"x36" 18ga. STRAP AND JACK STUDS < ,' / 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,'• KEEP ROOFING NAILS OUT / .„ . OF FLASHING 2ND. FLOOR WALL .� w� ® s / i4 ,', ROOFING LAPS BASE 1�• FLASHING 4 INCHES • 6 RAFTER Ailihil con p. z ,, ',i------� BASE FLASHING WRAPS CORNERS, RIDGE_ CAP OF ,AME Cl)41 ',.res "<� / ` EXTENDS UNDER SHINGLES AT 1141‘1" MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING 1 SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT --4 WOOD JOIST. . ‘` 44 0_4 0 �TOP PLATEi5 Z 0 \\\ MI ' GIRDER/HEADER �' 1OIL f� I ri- -� —� -� —� —� —� SIDE WALL FLASHING lib, '611 �� ' 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS C�48"Uv WOOD JOIST ili AND ALL WINDOW'/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD 3 ' FLOOR JOIST DEAS TO FORM DRAINAGE PTH USP NUMBER DESCRIP-ION APPLICATION AND RAKES -- WAGEPROVICHF;NNELS AND E HEMMED EDGES SO RAFTERS INSTALL 4'0" D.C. PREVENT CAPILLARY AC TION 4" -- 8i0 LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICA ION PRE-MA,NUFA,CTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON AlL OPENINGS CONNECT EAC H RIDGE VENT FOLDS FROM PEAK TO ALLOW' FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVI. HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS OONFORM TO SLOPE CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DB_. SILL PLATE \\\ _7�,.� TERMITE SHIELD �A\\N�` SUBFLOORcsi co, SILL GASKET \'; \� WOOD JOISTS • co 1111117 CONO. SLAB •'� \\��" NEOPRENE - oN TYP. CONC. FOUNDATION ( 6 MIL. POLY ►--�� ,\\`�\ GASKE- DAMPPROOF EXTERIOR O 2x6 /2y8 CONTINUOUS WOOD PLATE _ 6M1_ POLY ON EXTERIOR V GRANULAR FILL V� Iro BOLTED TO STEEL BEAM WITH O. • ° V • '` STEEL C ULUMN ' I ' , ` , I ?ill, ' • l•p + �`, 1/2 " DIA. BOLTS ® 48" o.c. ST.AG. in ,A a • d ° • 4 ° ROOF LACK ♦ . al ..v ♦ CONC. SLAB A •..{ '`-yeti` pa'e IIIPI�\ ��•' } 1 . `� // .II STEEL BEAMDTer, s J:♦Q V „eilefilegyCOMPACT FILL --10. ! : 4'►. .di'mo . • . 4" x 1/4" x 8" STEEL ' . . -° ROOFING LAPS `. TOP AND BOTTOM PLATE A • 4 `a • ''� L '' n FLASHING AT . I WITH 1/2" x 6" ANCHOR BOLT a KEYWAY FOOTING b A V h CONC. FTG. - `p , Q'p • b' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �• 1/2" GROUT �' „ „ii+,L unit,VAS ^ 1+ , ^ ; 4' ANCHOR BOLT C ONNEC TION (USP LB PS58 OR B P583) .•4 • I 1 3" STEEL COLUMN 1 FOUNDATION 5/8" DIA. ANCHOR BOLT 1 p REINFORCING BA.R DRAIN TILE "C ► ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS 1 • 1 ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM (CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAILf21 4 ' TYPIC A_ CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. (CRAWL SPACE OR FOUNDATION) STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION Ititts) 8 (SLAB-ON-GRAD ) 1-2 STORIES 57" UC ROOF JACKS & VENTS DETAIL ci"El (t.2( ---" ------ --/ SUB FLOOR [0222"r1-1 .'NpE.."'''" CONC. SLAB I D00R FRAME .6X6 10/10 WWM GARAGE JOIS- COMPACT FILL � _. _� DOOR 0 • USE 23 STEEL BEAM •, • I FOR BI_OCKOUT -4e 14 *e ' P.T. PLATE ' W/4" SLAB V/MM I • j, SLOPE , �" t `ra .y■�•' �_ 4 DRIVEWAY ---- NOTCH JOIST AND ADJUST HEIGHT p 1/2" AIR FACE < 1 < °„2_1/4 ,s • a� (WITH A NAILING PLATE IF NEEDED) 0 r4 AT END AND ��,*. �� a o a :. TO BE APROX. 1/2" OR HIGHER THAN ,AIIIIIIIIII - : DES OF WOOD •�=�'�i� �'' 4 1 ° STEEL BEAM TO ALLOW FOR SHRINKAGE GRAD 4 ."'---4-^" .- --T -a 4 •' BEAMS - - ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) r � -� Q ° s s a A . 1714:411411711....°11:71t s ,ti..: e' .fj ., 'A .`•'p G. � �-!•.'ir�"tf. S`,� ' _��. � .- Q e� Q —.. ' �r �II I�711 I� � Q O •� - 12" °; 1� 'r 6X6 W.W.M. e e .e �/ o ►=•1;�►' ='11- p • D Q o 'p _ ' "� C •�,ej t 'n A t.'A A -11:-...„..........NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM p 1 G 0 1 �.1 V SUB FLOOR MIN. t, 4. t.' 0 ��e. cNOTCH EQUALS 1/4 DEPTH OF BEAM II— • D • ►� 4 • -44., ,`` REINFORCING BAR °I....1 ' / :�II A p ,oa0. 1 ,sA II—II - 4 c ,* REINFORCING BAR o a I a b _ JOIST DRAIN TILE 1a7-----R• I� d 12„ a d• � �.� ` SHEET METAL / 30# FELT UNDER BEAM AT POINT III' ,- �� i '/� .'/E. ''.0. ''� STEEL BEAM K OF CONTACT WITH CONCRETE OR CON,,. BLOCK —1 1T 11_1 1._111+. 11 �,� ,I ::,. o.• 3" I PLATE (BOLTED TO BEAM) � J•<<, SHIMS TO LEVEL BEAM 1 0 TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " a REINFORCE FOOTING WITH (2) #4 REINFORCING B ARS. ¢;;•,.):::" :1;:1:1;I-1441".:::1:: ,:''''':-,. T k:, �;.'ti:, 1JRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM £ ° GARAGE DOOR BLOC KOUT ; b<� -: pt � ..,,,,,,L!,„,,,. `,,,,.?, SCALE 1/4"=1'-0" °F � , ' BEAM POCKET ?,`i - ,;; T y JOB#: 'c••> .'h; January 04,2012 = -# i SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 2JOIST DETAILS w stud wall at 16" Plate nail-16d(3-1/2") ALLOWABLE HOLES - TJI Joists i_ Plate nail-16d(3-1/2") box at 12"on-center box at 16"on-center* on-center box INTERMEDIATE BEARING Floor panel nail-8d NO LOAD BEARING WALL ABOVE (0� ial� lourpanel nail-8d 2-1-2" " Load bearing or shear wall - (�- ( ) 2-1/2")common at 6 No field cut holes 1 in"hole mat be �' common at 6"on-center* I' on-center above(must stack over wall /n hatched See Table A See Table 8 Y„,h cut an ere In . below) Web stiffeners Zones See Table See Teale web out- required each side Blockingpanels Load from A �-g-� side hatched zone DO NOT �/ or 1-1/4 �/ 1-1/4'Trus 1' �� Blocking at B3W eabove / mtarnotch fiange. Stocking ' • Trus Joist / Joist rim ' •anal may be required with i' �► \r116 Q 1 r v ;� �! �� panel ��' • \I rim board \ / board • 2x4 minimum ` 6" I ri.-1111"'"'* / / �� shear walls above or \ 1squash `�_ below-see detail Bl 4 1-11 -�,� Ls l z x o I�Dl L 2xL' ��i� ' \I// „ i0 \� .��`/01 blocks -+1mintmum 2 minimum ,/i oe nail-lOd(3") /� ell ���� (applies to all/�� �� \. oe nail•10d(3) �� 12" holete,oal � ��� (�) box at 6" box at 6" r �/ on-center* Ii min. on-center �` ILII knockouts) Do notmtholulamer than `/ Remove tongue andgroove Bi B1 i 1/16" !W2'n cantilever DO NOT g O / �♦ ►�� 11 �� Table A- End Support from floor panel edges Boun•a nailing 'TF I , Minimum distancefromcut holes in cantilever rY l� I edge of hole to inside face of nearest end support 1" I� II I� pp reinforcement. I� supported by e-Rim®to -8d(2-1/2") Web stiffeners \: 2x4 minimum ensure qualitynailinstall proper blocking ,/� I.� • I squash DEPTH T11 ROUND HOLE SIZE SQ'JARE OR RECTANGULAR HOLE SIZE • TJI rim kiii g t common at 4" to support allpanel required each I� I blocks 2" 3• 4" 64/2" 8-1/2 11• 13" 2" 3• 4" 6-1/2" ave 11" 13" joist Conventional construction code minimum for on-center* edges side at 81W and se with A3 only.See Tour Joist Framer's 82W Use 2x4 minimum squash 110 1-0" r-6' T.0" 5,0" 1'-0" r-6" 2-6" 4'-6" A2 Must have 1-3/4"minlmum 8 * 0 * 'ocket Guide forA3.l-A3.3 installation `See Trus Joist Framer's Pocket Guide for62 62 83 63 CS blocks to transfer loada-vz^ 210110 r° 1-6" z'o" 53''00" /AT 230 1••0" 2.0" 2'-6" 5'-6' 1'0 2.0" 3 0^ 5'_0^ Joist bearing at ends pecifications additional installation specifications. around TJI joist 360 r 6^ z'-0" 3'0 6'-0^ 7-6" 2'-6" 7-6" 5'-6" 110 I'-0" T-0" 1'.0" 2'-6' 5'-0" 1-0" 1,0" 1'-6" 4'-6" 6'0" 210 1'-0" R0' 1'•0" 2'-6" 5'-6" 1'-0" 1•-0• 2'-0" 5'.0" 6'-6" . TJI joist length of 11-7/8" 230 1.0' 1'-0" 1'-0" 3'-0" 6'-0" i'-0" 1'.^ Z'-0" 5'-6" T-0' _ . TJI joist 8"diameter maximum hole Nail Trus Joist rim board to blocking Attach reinforcement 360 1,0" r-o^ 7-6" 4'-6" 7'-0" 1-0" 1-0" 2'-6" 6•-6" 7'-6" 4'0"length of 8"diameter maximum hole reinforcement and for 11-7/8"-16"deep 560 1'-0' 1'•0" 1-6" 5.0" 8'47 r-o° 2-0" 7-6" T-v" 701_ 3/4" with connections to joist with one Sd for 11-7/8" 16"deepfiller block.Use blocking panels;6" no r-o" r-o" r-o• 7-0" 2.6" 5'-0^ r o r-o^ r-o^ 3'-b° s-o" 8'•0' Web stiffeners 8"diameter maximum hole equivalent to (2-1/2")common nail at Nail through 2x_,wood backer 210 r-0" 1-0' 1-0" 1-0" 3'-0" 6'-0^ 7-0' 1'-0" 1-0" 4•-0" 6.6" 8'-6" reinforcement blockingpanels; 6" 4'-0"length with diameter maximum for required each for 11-7/8"-20"deep decking schedule each corner and 14" 230 1-0" 1-0" 1-0" -1-6" 3'-6" 6'-6" 1-0^ r-0" r-o" 4'-0" 7'-0" 9'-0" q on one side at diameter maximum for 9-1/2"and 11-7/8" blocking panels 9-1/2"deep Trus Joist 360 70' I'U" r-o^ z'-6^ s'-6^ e'-o" r-0" I'.0^ icon s'-6^ s'•°" 9'-b" side at E1W blocking panels;6" E2,both sides TJIjoists. or shorter than 12"long. Attach reinforcement TJI joist web with 2 rows lOd blocking panels 9 1/2"deep rim board Blocking panel between Blocking (3")common nails at 6" 53600 r-0" 1-0^ r° 2.6 6'•0" 9'-0^ r-0" r-o" 1-6" 6-6" 9'-0" 10.0" FTS diameter maximum for at E3 or shorter than 12"long. t.o not cut flanges^ to joist with one Sd g 210 VA" r-o" 1-0' 7-0" r-6• 3'•6' 6'-0" r-0' 1-0" r-o" 2.6' 6-6" 8'-0" 10-6^ i'Ll .locking panels 9-1/2"deep g (2 1/2") common nail at ach Joist.Nail to top Ali panel di,n-center,clinched.Use ' P•• not cut flanges. 230 r-o" r-o^ r-o" icon 2,0" 4'-0^ 6'.6^ r-o"' ,-m r-o^ 3-o^ T-o" 9'-0^ u'•o or shorter than 12"long. 1111111 \` each corner �` plate with connections `i 16d(3-1/2")nails with 16" Cin 360 r°" r-o" 1'-°" r-0" 3'-0" 6'-0^ V-0" r•o" icon icon 4'-0^ 9'-0" 10,0" lr-6" /bop,.P .."•••...„.... Trus Joist equivalent to decking LDo not cut flanges. \ 1', 3- ' TJI joist 560 747 r-0' 10' r-0" 3'-0" 6-6. 10-0" 1'-0" 1-0 1-0" 5'-0" 10-0" 11'-0" _12.0" C4 •••,„ �,\ Trus Joist ti �.�\ rim board 2 \ 12"len hof \ schedule^ !` ge widths. a 1 T`t. \ 0 4' 6" B" 10" 12" l5" i7" 4" 6" 8" 10" 12" IS° 17" rim board I .trach • ►�• 3/4' 12"length ` 18" 360 i'-0" 1'-0" 1'-0" '2'-°^ 5'-0" 10'-0" 1'•0" 1'-0" s'-0"•10'•0" 11'-0" 13'•6" �i -�_. of,..,... ��` ,/�, '�` �I � '�0000li reinforcement t0 ` , �' reinforcement 4011I II3 J4" - - 56o I,0" R0" r o" r-0" s'0" 1r 0" 1-0' r 6 9 6" 11 0" 12-0" 14'6" - E-" r� !' sloth reinforcement � joist web with 3 �� on one side at reinforcement �' .� 20 360 1,0° 1,0" r•o" 1,0" 7-0" 7'0^ l0'-6^ 1,0" r-°^ 2'-6" e'o tl'-6" t4'-0^ ls'•6" W 1 Trus Joist rim .� • to joist with 8d(2-1/2") rows lOd(3") `� E5,both sides 5600 r-0" r-0" r-°" r-0^ r-°^ 7'-0" n'-m r-0" r-o^ 4'.0" 9'-6" 12'-6' 14'-6" 15'-6'. / % �' . ' on one side at 1/ '`y 10 common nails at 6"on- 10 n- R% common nails at 6" I! • at E6 10 E7.both sides Wood I ,oa Table B - Intermediate or Cantilever Support Z • board I� / (! 0° center.When I� on-center,clinched. backer o k ut^ 0 at E8 / eS a�R` e< s Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Facegrain aJv� reinforcing both 2'`w Use 2 rows with 9-1/2" Less than 2ti5�ei fi��ea\0aa g [�] E-1 R' sides,stagger nails. a� 11-7/8" Less than �1 ca ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE horizontal gg F and 5„ 5„ 1' a�ti� �, `405 �� DEPTH rn U TJI joists. E5 E6 E7 E 8 FT G �eo$t lJ� Or 2" 3° 4" 6-1/2" 8-1/2 II' 13" 2" 3` 4° 6.1/2" 8-1/2 II' 13°- COO b El ET E2 E3 E4 Not for use with 3-1/2"TJI O 110 1'-6" 2'-6' 3'0 T-6" 1'-6" FHS 210 2'0" 2'6" 3'•6" T-6" 2'-U" 3'•0" 4'-0" T-0" 0 joist flange widths 9111" Cl!) 230 7-6" 3'-0" 4'" 8'-0" 2'-6" 3'-0' 4'-6' 7-6" /� t-j 360 3'.0" 4'-0" 5•-6" 9'-0' 3'-0" 4'-6" 5'-6" 8'-0' W Z Filler block Attach o 11. r-0' r-0" 1-6" 4'-0" 8'-0" 1-0" r-6" 2'-6" 6-6" 9'-0", o U with ten 10d(3")box WEB STIFFENER ATTACHMENT 210 1-0", f-o" 2'-0^ 4'-6 9-7 r-o" z'•o" 3'•0" 7-6" 17/-0" nails,clinched. Use ten Gap: 11-7/8' 230 r-0' 2-0" 2'-6' 5'-0" 9'.6" i'-0" Z'-6" 3'•6" 8'-0" 1°'-0' 16d(3-1/2")box nails from EXTERIOR DECK ATTACHMENT 360 2'-0" 3'-n^ 4'o 7-0^ rr-°^ z'•o° 3'-6" s'-o^ 9'-6° MO" (r�+l�(, Option#1: l-1/8 minimum each side with 3-1/2" 560 1-6' 3'-0" 4'-6" B'.0^ 12-0" 3'.0" 4'-6" 6.0" 10'-6' 12'-0' A Structural exterior Applysubflooradhestve to all TJI Joist blocking with end 2-3/4"maximum no 1-0 r-0" icon 2'-0^_a'-6^ s-v" 1•-0" r-o^ r-o^ v-o^ 9'-0" lr-v" w Web stiffeners TJI joist flange widths. sheathing . •cks installed at 1/3 joist 11#2=■I■ required if sides of Use fifteen nails with contact surfaces j 210 1'-0" r.o" 1'-0" 2'-6• S-0" 9'-0" 1'-0" 1.0" z'.o" 6'-0° 19-00" 12-6" Backer block scan locations using Three 8d(2-1/2")box nails, 1a" 230 r-o" r-o r-o 3'-0 5-6' to'-°" 1-0° 1-0" 2-6" 6'-0" 10'-6" 13•-0' - hanger do not laterally TJI joist depths install tight to to4 0 8d 2-1 g p Bearing plate: Flashing �� ( /2") III clinched 360 r-0 r.o^ 2.0^ 53'.6• e'-6" 12'•6" r•o" 2-0^ 4'-0" 9'-°^ tr-0• 14'.0" support at least 3/8" greater than 16". at` box nails or n 560 ro" 1-0" I'-6" 5'-6^ 9•-6" 13'-6" 1-0" 3'-0" 5-0" 10-0" 13'-6" u'-o" - /`. pp flange(tight to Flush plate with inside Treated 2x ' tSQ �i III Three 16d(3-1/2)box nails - of TJI joist top bottom flange with face of wall or beam - �� •05`' a-1"• 2-1/2"screws, 210 1-0° r•o' 10" PO" 3,-0" 5•-6" 9'-6" 1,0" r-0 V-0' 4'•6» 9'-6" 12161 1516" g ledger . ♦ 3 �� at 3-1/2 Tiljoist flange widths 230 1-0' 1-0" 1-0' 1-6" 4'-0" 6'-6' 10-6" 1-0' 1-m 1-0" s'-0' 10-6" 13'-0' 16-0" / flange face mount g C<! 11 $ / typical t6• �+ \/ \,: �� Y 11#2��'! 360 I'-0" 1'-U" f-0 3'-0 6.6" l0'-D" 136 1.0 1'•0" 2'-0" T-6 13.0 ,14-6 17-0 �a �i angers).Attach ` . " ,:i , .�I I! Y Web stiffener each 53600 1'-0^ 1'-0" I'-0" 2'.6" T-o^ 11-0" 15'-0" - 1'-0" 1'-0" 3'•6° 9'•0' 14'•6" 16'-0" 18'•0" with ten lCd(3") See fastener Trus Joist W 4" 6" 8^ 10" u" is n" 4" 6" 8^ 10" 12' ls" 17" ` Opti•n#2: side.See sizes � box nails,clinched ' table below.Maintain la, rim board 2x_strapping installed below. Top Alb, tio)A ` ���' 2"distance(minimum)from de 360 Ib" 1'•0" 3'-0" 6'-0" 9.0" 15'-0" 1'-0" 4'-0" 9'-0° 14'•6' 16'-6" 19'-6' Cr) flange ris / , when possible. / I� e, at 1/3 joist span Tight fit 1 560 r.° 1.0" ro^ 6'-° lo'o^ 16'-6" r-o 6'-0 m6 16'-6" 16-0" zo'-a g q•0 �� frir...,,-it , edge of ledger to fastener. \ locations two 20" CA han er tl using 360 ro 1-0 1.00^ 3'-0^ 6'•°" 110 153.6" 1•0' 1-6' 7-0 t2'-6" 16.6" 19'-° 21-8 • acker block .. \e 2-1/2"screws per joist W Web Stiffener Size W Web Stiffener Size 560 1-0" 7-0" r o" 1-6" V-6" 12'-o" 16-0" 1-a' 3'-m 8'6" 14'-0" n'-6' 19'-6" 20'-6' O Face mount , Allowable Load/Factored Resistance(lbs) Ci O z Fastener tion#3: 1-1/2" 2-5/16" " Rectangular holes based on measurement of lunged side. hanger both sides 1-3/4"rtm board 1"e-Rim TM I� p 1/2"x min Z-5/16 7/8"x 2-5/16"min % % directly applied ceiling -toles may be located vertically anywhere within the web.Leave 1/8"of web(minimum)at top and bottom of hole. of web with 3/8"lag boli 400/630 N.A./N.A. 1-3/4" 5/8"x 2-5/16"min 2-1/2" 1"x 2-5/16"minimum Knockouts are located in web at approximately 12"on-center,they do not affect hole single TJI t/z"lag bolt 475/750 325/N.A. hens ecif/ed on the layout, one or more of p y placement, joist .Allowable land determined in accordance with ml 124. 2-1/16" 3/4"x 2-5/16"min 3-1/2" 2x4 •- For simple cii H2 H3 LA cfalled rie three bracing options shown ILmustl/bep e span(5'minimum)uniformly loaded joists meeting the requirements of current Trus Joist product guides,oneCt G°rrosion•resistant fasteners reired for wei•servtce maximum size round hole may be located at the center of the joist span provided no other holes occur in the joist.eplcatians. . Distances are based on the maximum uniform loads shown in current Trus Joist product guides.For other load conditions or r..{ ...1 1 hole configurations contact your Trus Joist representative. pig( BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers 4 1 BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE 1"< 2x diameter of the largest hole(minimum) O Q O BEARING AT WALL WINDOW HEADER CONNECTION WALL l ` .. 1/3 depth , �+ ''�' Si &i Hi"i Joist Framing Allowed hole . �r 0 0 zone t\ W In the center of beam" ��`' Trus Joist rim board Strap per code if r o 1/3 depth o oj Cut only round holes and only or blocking for top plate is not Blocking lateral support continuous over TTir�ts ,1% panel Safety bracing(1x4 p All0114•00. owed hole zone 1/3 s an t..) V minimum)at 6'on-center and 113 s an p ROUND HOLE CHARTheader El extended to a braced end �o �� BEAM DEPTH MAXIMUMROUND r (�\ / eSilent Floor'Dist framfn %_- / / I O wall• -lY- Hous1zEt`) g / Fasten at each joist with �Y� 4-38" 1"\ , I' +� does not re uire brid in �� � oed(2.1/2")nailsminlmum ▪ For uniformly loaded lxams only.Ci g 1i 54/2" 1.3/4"' `� / see WARNING.I�• �� ` i�' I� � or mid span blocking �� ( ) - Rectangular holes era not allowed. 7.1/4"to20" 2"II 1 1 p g - �. No holes In Cantilevers. See illustration for Allowed Hale Zone 44, 111110 1 To flange it / . 1st/// 111 �I�i /� ill hanger •• �s� / ` • No holes In headers or beams in plank orientation. (/ 11 ll Face mount �' / Parallam®PSL or hanger DO NOT bevel cut Joist Ai / I beyond inside face of / /! i` Rim board joint #41‘ 40 TimberStrand® L2 L3 See current Trus Joist noosed untreated wood from direct contact "all E2 `! +' ..":.%%.,...,.. joists \' TJI JOIST ATTACHMENT at BEARING Ll LSI Column O •� / O 1lterature for framfn with '''''''''''''••••• 40111.00) ', TJI Joist to Bearing Plate Squash Blocks to TJI Joist(Load O g w t concrete / / ()between `connectors �\ 10,.. t: Trus Joist rim board bearing wall above) ., ! .,•'� i / ��." One iod ach)box t-nail into each flan e Ec) vCONNECTION OF MULTIPLE PIECES OF \ / Seat cuts must be wlth/n g t clot '�` wall. One Bd(2-1/2") �! O TOA LOADED\I BEAMS (1) 1140;16 � ' ilIl BEARING AT COLUMN , : '...-• box Dad eaah ;� Q\ u�side.Drive nailsTJI rim �� i. at an angle at _�jkjI / ` 411 p Ln 1-3/4"Width Pieces: joisti \ Trus Joist least 1-1/2"from `` I:0 O Minimum of 3 rows lCd(3"x 0.128")nails at 12"o.c. , rim board end. 1.3/4"minimum bearing v q2 at end support;3.1/2" /�� """71 X O Verify Parailam PSL or Minimum of 4 rows 10d (3 x 0.128)nails at ELEVATED COLUMN O �� , I I ♦ J?. os :16(.. , \ minlmum at Intermediate •�`� tTsI Timber5tfand LSL 12"o.c.far 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE Support 'Liwcolumn If usin 12d 3 1/4")or lar er nails,the CAP ` L1g ( `� CO / yShear transfer-Connections equivalent to I OOl `ca acts and beam g .y O tional I ' ` // / floorpanelDollingscheduler ap Y number of nailing rows may be reduced p _ / �� ® �+ bearing length. by one. ki non-shrink r,\ \ \ *t' I40444 ,� ` Rim to TJI Joist •E ' ....A. See current cf� " • I\ grout �� N. ^m it rus Joist 3-112 Width Pieces. )11. , , �r\ � lio, `� Trus Joist rim board or .2' ° .-. Q• (literature. Minimum of 2 rows 1/2"bolts �D` Ii� L5 ` ; h� \ 4 1 • t-31a"wide T11 rim V cs m O +. s ki at 24"o.c.staggered !ter' 9 �� / nail each (3")Sox 3.1/2"wide Til rim TJI floor o�0 `� �� (1)Load must be applied evenly across entire II ��� '� ��'\ j • nail into each flan e JolztToe nail with 10• joist OD (3")box nails,one each 2-1/16%2-5/16"wide -0 W beam width.Otherwise,use connections for side-loaded beams. - as side of TJI Joist flange OP �� TJI rim)oistOne 16d AdditionalDailingorbo/tingmayberequiredwith ousts"g • Use 81 or 82 at (3-1/2")box nail into each O 2 4 with blockin termediate bearin sflange L6 side loaded mu/tip/e-member beams.Refer to current g g 110. 11111111,0 3-1/2"wide product literature. panels 'n • th load bearing or shear TJI rim joist Top View End of joists at centerlinewall from above i' of support Io. '► `_ • FASTENING of FLOOR PAlNELSBraced end wall zBEAM ATTACHMENT at BEARING igMfli W Il 9 see note 3 under Trus Joist rim board \� • Closest On-Center Spacing per Row ` \\\\ WARNING in„ 0 py Nall Size TJI Trus Joist rim board TimberStrand LSL H1 �- One lOd(3")box Microllam LVL Parallam PSI 2 0 5 0 1-tn" i-1/2"or wider f • '� nail each side of 110 and 210 1 3 ,360 and 6 t" J t ` 40111111 ' member at bearing,8d (2-i/2")box 2.1/2" 2" 6" 4" • ` i-1endBd(2.1/2")common 3.1/2" 2" 6" 4" 3" 3" 3" • IIr''''''',.. !� 10d(3"),12d(3-1/4")box 3" 2" 6" 4" INSTALLATION TIPS L4 • • 11Cliki" Drive nails at an See framingp/an(Ifappl/cable)or framer's Packet �► 4-1/2" 3" 6" 4" 4' 4" 4" Q angle to minimize 6u/de for minimum end and Intermediate bearing lOd(3").12d(3-1/4")commorSebfloor adhesive will improve floor performance,but s Itttin of [� 16d(3.1/2")common N.A. 4" 16^ 6"al 6"al 8" 6" may not be required- • ` xterior Deck splitting platelengths. (7)Can be reduced to d"omcenter with maximdm nail penetration 00/7-3'8^into the narrow edge. When joists are doubled atthewidth non-load bearing parallel O partitions,space Joists apart the width of the wall \ ,ttaChment s�/ Recommended nailing is 12"on-center in field and 6"on-center along for plumbing or HVAC. Structural cwt sheathing edge.Nailing requirement(on engineered drawings supersede Additional joist at plumbing drop(see detail). O ,\I sheathing �+ re commendations. \ O DO NOT use sorb lumber ,, Nailing rows must be offset at least 1/2"and staggered. O ♦ for rim board mar yshrink , . 14 ga.staples may be substituted for 8d(2-1/2")nails if minimum penetration O ` Sawn tumbermayshrink WARN ' �/-� O after installation. ` 1�\- V of 1" into the T11 joist or rim board is achieved. Protect II •s O -"` See ALLOWABLE untreated wood �,\R\ Farthest On-Center Spacing per Row A i�N A !1 from direct HOLES l�� Joists are unstable until braced laterally 0 Maximum spacing of nails is: contact with O + Far joist widths 1-3/4"or less: 18"On-center concrete r Bracing!ne/oder. SI Fir joist widths greater than 1-3/4"; 24'on-center l �•�� 'J ,: •3% «. .Blocking •Sheathing •Hangers •Rim Board ""u•"""` l DO NOT allow workers to walk on .stmt Lines .Rim Joist DO NOT stack building materials FILLER and BACKER BLOCK SIZES Y N Li N lY Shifted joist Additional ! Joists on unsheathed joists.Stack only TJI Flange Widths 1-3t/4" 2-1/16" 2-5/16" 3.1/2" joist Bearingplate to until braces! over beams or walls. : . "j� �!� j',� /NJURYMAYRESULT, 1 Plumbing drop r ft ® Z:. 9-1/2"or 14"or be flush with insideWARNING NOTES: \, 9-1/2"or 9-1/2"or 14"or 18"or 14'or IB"or A Weyer aeuser Business Depth 14" 11-7/B" 11-7/8" 16" 20" 11 7/8" 16" 20" Squash blocks and blockingpanels ca stacked face of wall or �� - 11.7/8^ 16" "fit beam Lack of concern for proper bracing during construction can result In serious accidents.Under normal conditions If the >��, , I Filler Block' /XU r [XIS- oxo 1' - 2xd+ 2312+i/2" Two Two Two vertical loads(details 81 and 82).Packing out the followingguidelines are observed,accidents will be avoided. ;"' ` "' 2x6 2x8 3/8" 3/8" 1/2' 1/2" Sheathing web of a T11 joist(with web stiffeners)is not a `. (DetailH2) sheathing sheathing sheathing sheathing2x6 2x8 2x12 substitute for squash blocks or blockingpanels. 1.All blocking, ars,rim boards end rim joists et the end supports of the TJI Disci must be completely Installed and properly nailed. .: ;,:',..;I^,-,:?.,r-:� -^ q rp•-+' :"..r.,-^'-' . t~`'' % 1 PPo ) P YP p V 'a. Cantilever Filler 2x6 2xlD 2x6+3/8" 2x10+3/8" 2x6+1/2" 2x10+1/2" ,,,0,--,-;,,' •%r, s i, 2.Lateral strength,like a braced end wall or an existing deck•must be established at the ends of the bay.This can also be r. {,,,t o 6'0" sheathing gsheathingsheathing Not Nota applicable accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. ;\ t ', ;rs , (Detail E4) 4'-0" g sheathin a Il able PP ,sem; G'" long4'•D"long 6'•0"long 4'-0'long G-0"long PP .,,,', i... , '� .•.?"' „7-'"a DRAWN: MH/MS long 3.Safety bracing tines of 1x4(minimum)must be nailed to a braced end wall or sheathed area as In note 2 and to each joist.Without this - ,, y y-" bracing,buckling sideways or rollover is highly probable under tight construction loads-the a worker or one layer of unnailed sheathing- r('<f` "•., µ,�,':' - Backer Block 518^ 3/4"or 4.Sheathing must be totally attached to each TJt Joist before additional loads can be placed on the system. v _ ^ t •:.`tn •"x or +r SCALE: 1/4"=1'-0" (Detail Fi 3/4" 7/8" 1"Net 2x6 2x8 2x12 or HZ) } 'If necessary.Increase filler and backer block height fir lace mount hangers Maintain U8^gap at tap of joist;see detail W.filler and backer block lengths should 5.Endseof cantilevers must rs maireqn steraight safety within aracing tolerance both the 1/2"2 and true a flanges. a• -'{ `r-.',�s s JOB?E: 47 6.The flanges must remain straight within a of from true alignment. w • '='.: _.b s°t f January 04,2012 accomodate required nailing without splitting(V"mittimum for backer blocks and 24"minimumfor fiHer blocks). This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide which should be referenced for additional information. ffi ,,-, ` ��: ,.s SHEET NUMBER; 4Rt.t.2.:4;7•,:;;!6),/.; PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS Ek` MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK, ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: wiND LOAD PATCONNECTION CONSTRUCTION DETAIL DRAWiNGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. 1 KING STUDS :iji 4" DR.MAXIMUM '10"41\1111111; CLIMATIC&GEOGRAPHIC DESIGN CRITERIA CRIPPLE STUD RAFTER f� " ` GROUND WIND SEISMIC FROST WINTER ICESHIELD G `'� 11401! ' SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LEDGER111 1 ` HAZARDS HEADER 8 LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED RIDGE �1 111 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHTTO 11 1D JE - n � TO HEAVY MODERATE f 1 n �, RAFTER JACK STUDS � �1 MIPI/r?li 111110 � nn n n a __� RAFTER-TO-LEDGER CONNECTION DECK AND COVERED PORCH NOTES: LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"0C WITH WASHERS HEADER-TO-POST/STUD CONNECTION RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1).Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. ,hangers and anchors to be galvinized or stainless steel. LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LAll fasteners 526 l8ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 l-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD �T7 STAIR ILIN ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. F�1 Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. a 1-1/2"SPACE n MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete �../ .• footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall 0 W RAFTER ;S �/ be 3 ft, below grade. Z HANDRAILS ' n _ 4).,r_..)---ri" Deck joists to have blocking at 8'0 o.c.. h� O RAFTER 11111) 11% 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washersCIO 'IL ' POST and nuts at 16"o.c. O E---+ N `/ ') ' 6). Concrete piers shall be a minimum 6"above grade. ry z C:1 TOP PLATE / F-+-i Z TOP PLATE 0 ' 101 O 411111111 , , 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored O U C3ALUSTERS � to girder(s). �/ �, RIM/DECK JOISTP4 WALL STUD Oil , 40 140011 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. rlii OPEN BALUSTER ATTACHED TO WALL WALL STUD 9). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal for any contact with ACQ. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH OF THE STAIRS. HANpGRIP PORTION OF ALL HANDRAILS RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION NAILING SCHEDULE SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO EACH RAFTER CONNECT OVER USE MIN. (2)1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHORTHING: CA PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD ROOF SHEA EACH RAFTER JOINT DESCRIPTION NAIL NAIL NOTES 0 ' QTY. SPACING STRUCTURAL PANEL 8d AS PER TABLE 3.8 WFCM-SBC 41%1111 4"MAX. C� 4" N U DIA.MAXIMUM ^ GIRDER/HEADER ;a ,-a ,, le I"i"-- '-"e ROOF FRAMING: G Z r v GIRDER/HEADER a JOINT DESCRIPTION NAIL NAIL NOTES r/°e ' QTY. SPACING a O --;11- oRAFTER TO 8'WALL: 3-8d COMMON EACH I a"JOIST POST/COLUMN :� TOP PLATE 10'WALL:4 8d COMMON RAFTER TOENAIL4.4 11, POST/COLUMN 0 [FILING JOIST 8'WALL: 3 8d COMMON EACH :n TOE NAIL Q� .04 M TO TOP PLATE 10'WALL:4-8d COMMON JOIST U C.7 i� (� CEILING JOIST TO AS PER TABLE 3.7 EACH FACE V `n 0 0 0 0 0 00 - PARALLEL RAFTER WFCM-SBC LAP NAIL RI GIRDER/HEADER �� .1 ' CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST-TO GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL r-^4 �� COLLAR TIE AS PER TABLE 3.4 EACH FACECID fff `, LOCATION USP NUMBER DESCRIPTION APPLICATION �� TO RAFTER WFCM-SBC END NAIL '� � V 4x4 SOLID COLUMN PB544/PBSE44/KC44 POST CAP ANCHORBLOCKING EACH TOE SPLICED JOISTS OVER HEADER/GIRDER APPLY TO EACH COLUMN DECK/PORCH RAILING TO RAFTER 2 8d COMMON END NAIL �{ LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION RIM BOARD 2.l6d COMMON EACH END HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACHCO USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS TO RAFTER END NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST 0 r M v OV Al ,, , i STU WALL FRAMING: p° 4 t`.+ BEARING PLATE NAIL NAIL Q - - GIRDER ` JOINT DESCRIPTION NOTES - �° N QTY. SPACING7:3; u, u 'TOP PLATE TOPER a, �'�-�''' � <'Q TOP PLATE 2 -16d COMMON FOOT FACE NAIL ® TOP PLATES AT4-16d COMMON JOINTSFACE ° ,!4n WOOD JOIST « ,� « 1NTERSECTlONS EA.SIDE NAIL 'illt411 ` lit600\iidigli / • `" • STUD TO 24" FACE �.r, U 4,„ f f 2-16d COMMON �� ' oCONCRE?E PIER ."LEDGER ,1 ® �t11j1, • STUDO.C. NAIL `o "" �'�� GIRDER/HEADER ll�l .1 ` �Ill�� . .• • HEADER TO 16"O.C. FACE00 °' 45 WOOD JOIST '► "� �'��� 16d COMMON N h WOOD JOIST 0 ''f ". •" ;: • HEADER ALONG EDGES NAIL � « TOP OR 2-16d COMMON PER 2x4 STUD PLATE TO STUDM 3 16d COMMON PER 2x6 STUD END NAIL P. -.4t011111111111111111111.114 —�, ,1BOTTOM PLATE TO: PER 0111111111.1111WDOUBLE 2x FLOOR JOIST, BAND JOIST, 2 16d COMMON FOOT FACE NAIL FLUSH JOISTS WITH HEADER/GIRDER � �� (MINIMUM) END JOIST OR BLOCKING W CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. 1I OR BEAM IF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION d' TO ALLOW FOR SHRINKAGE. ROD f! (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER 0 V REQUIRED > l IO FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER 0 DECK FRAMING: T4 1n FLASHING TUCKED UNDER /\ JOINT DESCRIPTION NAIL NAIL NOTES °tt TOP PIECE OF SIDING AND �/ QTY. SPACING N JOIST TO: PER TOE H C: 5;J/ LAPPED OVER FIRST CONTIN. SILL,TOP PLATE OR GIRDER 4-8d COMMON JOTS l NAIL Q PIECE OF SIDING BELOW �. THREADED ROD ,..� BRIDGING EACH TOE `� CNW COUPLER NUT TO JOIST 2 - 8d COMMON END NAIL 1/2"DIA. LAG BOLTS W/WASHERS 1�' 1BLOCKINGEACHTOEiii0 V POST TO JOIST2-Sd COMMOI\ ENDNAIL MINIMUMCONNECTED TO BLDG. @16"OC kl%4 ' END DISTANCE BLOCKING TO: EACH TOE WOOD JOIST h s Silk +— cn r� , 3 -16d COMMON `/ �. �'-'��' SILL OR TOP PLATE BLOCK NAIL a. `` 0 LEDGER STRIP EACH FACE 5 BLOCKING �'11 4111 f� `� I MINIM M ' " TO BEAM 3 -16d COMMON JOIST NAIL r401:: 1 _ '•' o 'o c END I' ANCE ° ` FLOOR FRAMING t #« JOISTS ••o +• 12"x12"x12" a- • Y A ,' • JOIST ON LEDGER 3 -8d COMMON PER TOE ,NI t 2x J y I� 111111111# �� . oo ; ' ; CONCRETE FOOTING - > . . ■'WOOD GIRDER lVii �� c c TO BEAM JOIST NAIL • • v v 1 BAND JOIST PER ENDS, �. • » . dy. I3 16d COMMON ��it"- TO JOIST JOIST NAIL . '''- .BLOCKING FOR JOIST HANGER '' �� ' .. e..,; BAND JOIST TO: PER �` �. .�_ •.`+� •.� � �- LAG BOLTS •p pt. 2-16d COMMON TOE NAIL ot,::: 'a'# 'N" :,�._''`1: HOLLOW COLUMN UPLIFT SILL OR TOP PLATE FOOT • > • a.'': RIM JOIST/BD. I SIMPSON STRONG TIE MODEL STRRI/2 ....1.:>........-- DECK POST FTG. CONNECTION t 1- ` �':,:, SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS l ,,tel„.. t ,, ' `' DRAWN: MH/MS a � ) ry .l.A+•�1 PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION 1,1 �.I..vs SCALE: 114"=.1'-0" USE WITH RTIO TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING `3`',; _ ,*'t-',1JOB : DECK/PORCH LEDGER CONNECTION `'"� yY 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING ,�+ January 04,2012 �` '''' ' SHEET NUMBER: -.- �s ,n A ma 12 4.`f. PAINTER CT PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY INCLUDING CIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL 8E INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT 10B SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: GENERAL NOTES • WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION 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. JOiNT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOPPLATE 1). The information within this yet of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: 1 8' WALL: 4-8d COMMON RAFTER CEILINGGJOIST WALL: 3Sd COMMON EACH 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 TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters 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 CURRENT SBC HIGH WIND EDITION,WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL - sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE 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 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8dI 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) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (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 concreteWALL FRAMING: STAIRS responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under 40 W 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 GAURDRAILS (ANY DIRECTION) 200 SPACING NOTES precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) a specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. in addition to spacing, TOP PLATE TO 2 _ 16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 0 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE w 4- 16d COMMON A INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACEH or exceeds manufacture's specifications and applicableofinchwoodstructuralpanelthe 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE `-' P codes. Type ( exterior shear walls with a minimum 7/16 on exteriorSTUD O.C. NAIL Sym.: W U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Cip 7). The General Contractor is to consult with the owner for all built-in items 1/2 inchgypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. atpanel HEADER TO 16" O.C. FACE SEE FLOOR PLANS O H 16d COMMON (SMOKE &CO2 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 r in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN NjA - STANDARD STICK FRAME CONSTRUCTION Z 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK O 0 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 �i 1). The General Contractor and Mason to review plans, elevations,details and notes to GROUND WiND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LiNE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. 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 11 41'4E - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 44 - 8d COMMON 4.) concrete or masonry walls occuring in exterior or unheated interior areas. 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 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - Sd COMMON END NAIL SHEATHING LOCATION NAiL SPACING NAIL SPACING AT INTERMEDIATE NOTESCD be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD !•-r-i BLOCKING EACH TOE i.r.,� 5). Unless otherwise noted, all slabs ongrade to be 2500 p.s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. 8d COMMON 6" O.C. SEE NOTES: 1,3 TO JOIST END NAIL @@ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: - CC3 44 BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. Al! 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 and4) U 3 -16d COMMON @ NOTE: 2 FOR PANEL FIELD �-�+ d anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SiLL OR TOP PLATE BLOCK NAIL a 6" maximum lifts (layers). along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 VD Q+ 41 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install oneattached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAiL 4 H 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES d � DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 1 a 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. �W 0 the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOiST NAI! 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, v+ U �4 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMON PER TOE NAiL the 4 foot perimeter edge zone attachments required shall be used. en - Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTESlong 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2"dia x 7" anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. T - 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). i. Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOiNT DESCRIPTION NAIL NAIL U Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d 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 1 WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 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 N otherwise. JOINT DESCRIPTION e�, Leder to be fastened to with 1/2 dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 BOTH FIELDS) rr, E Ledger building 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. { en °J ,u, where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD x 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10#2 + BTR. Doug. Fir. WALLBOARD 5d COOLERS 10" O.0 O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 °L ch Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6).Concrete piers shall be a minimum 6" above grade. Cf x o openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: `3 �' openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall - NOTES w IA 7). Al!joists to be supported with hangers and anchors. Each Joist shall also be anchored as a, openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAILNAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. a v and blocking where applicable. QTY. SPACING G o 3 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON WFCM - SBC be used. v anchors where applicable to all connecting joists. PLUMBING NOTES m 7/16" OSB 3" O.C. EDGE 00 c, '8 6d COMMON `v G °J 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with w 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. p-, on plans. WALLBOARD 5d COOLERS 10" O.0 . FIELD -- - - 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. 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 .E161121 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION QTY. SPACING Q (:=1 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. OU 8d CO HVAC SYSTEM NOTES 1" OR LESCOMMON12" O.C. FIELD C 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists 1).PROVIDE 5/8"TYPE-X SHEETROCK FiRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. LT 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 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. d 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. ► requirements. Enati 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO iF N needed. E-* 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. d equipment supplier. ' 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir1). Nailing requirements are based on wall sheathing :.:::. CDX exterior sheathingdplywood. Plywood to cover vplates and headers. as required by current NYS Residential Code-FIREBLOCKING REQUIRED grade P�"'oo000vover P 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. 12). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor Fireblocking shall be provided in wood-frame construction in the following locations. ELECTRICAL NOTES: shear capacities, nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, i).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 11 Ka over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and using parallel rows of studs or staggered studs. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected ---,:-,,� the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, r p.0 4.17,..,'N- to gtapedmembers. p ,. ra` .-.- ,o \Its to have regular 1/2" sheetrock. All walls to be and finished. drop ceilings and cove ceilings. w. .w o' .- 3 Install Smoke detectors and Carbon Monoxide detectors throughout as required bycurrent to be reduced tol - 16d nail per foot. ,,,`'N',;;;,?-:' e`gq3 .in concealed s aces between stair strin ers at the and bottom of the run.Enclosed s aces ` 14). All roof with apitch less then 4:12 shall be installed with an Ice (SL barrier or N.Y.S. Residential Construction Code. ) P g top P V t' l', under stairs shall comply with current N.Y.S.Residential Code. � .., P Y s r�� �.ti'+' approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM - aN 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ' , ' torch down type material over. ` - flame and products of combustion. . ,.•.R; y �.� DRAWN: MH/MS i` 's `' SCALE: 1/4"=1'-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. � Y {ilrit G JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. L'�5 '-r, January 04,2012 } ''= SHEET NUMBER: A 118391 1 3 PAINTER TO PRIM[=AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WiTH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. • REVISIONS: (Ng?) /q/eN : *** ..•••*,...... .• . __w._••m•i r.w r.•1•71”•_www_ww.... __ r p.a.gw.www.y ww.M.�.y.w r._.r_..•...�w_w..•••••• r.ow.•,C r.___y, .._w..w7•••••••t�w_,p.._.._ .�.._.M ,..�.�_i,,...war•Ir w w,_.,.o .lpetwe7yroPeae.._w.. p r•••• w.i..•.. ---- — e.v A t A. s"` —_� .a• LI • 4 d , • ��• d d > �v A D d > tea:-. .J . A �' ...__. .�...•.d • D d . ' .a• A . 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III 1� �- 1 w`w I I I ntI , ,.__1__ 11 I nl / , MI ___ I I I I 11,E , I _1-._ I ill / 1 _ _ • 4� _''�'� ...IwwL - - -- _JL.-: f.':'.'‘': I 1 r _ -_ _ �_..._ - - ... 1 _'—__-'-__ 1 1 t I n n __� __---- tfi t �•••: REVISIONS: HT1 L 1,. 1 i I 1 f • \._ - � ' -_ _— —_— 1 :—�! i'y;__ _- -- a �' -_- per---•r--_-r-:--i-- .. . iI'llifp � , � / / '----k."7 // Lr p kirl ` / \� A H No. 2 BATH \ A -\ , ° - -- „' No. 3 -1- r -- _ - olio \ BEDROOM No. 3 °,,,,, - 1 ,,1,1,, ,1«11 \ ) '1 11,1111111111 « 11,1,11, ,,11, o - - - - ,-- - - -�.M;==.� - - - -L- - - - - - - ,` - il HALL ' �...../)■■.r ' '' Ili111111111 ,I N I- 11=; '..""""."140/111L". 1 W `1/4 � 1 .) , P-o BEDROOM No. 2 1 a 1 / ' \, / '� - �� I tU 0 H W.I.C. \ /' �/ — ` .� S n1 O _ z I-14 o ' - S •\ I /, w 1 . f ` • 1v {� j . , v L--.1 0 ID It 1 �,■0���� o O rw-7 SITTING ROOM / d a ,--4 w BEDROOM No. 4 ` q z - .----- ---- - - _ ^ [V Liq ., [3. cl--11 1 0 11----C:1---H 1 4) V) O Z ELECTRICAL NOTES u 2ND. FLOOR PLAN r SCALE: 1/4" = 1' 0 o LIGHT I i� General Requirements FIXTURE 2 i/z" w 1.Install 1 wall-switch-controlled lighting outlet is required in every MIN. li I MIRROR CEILING BOX habitable room,hallway,stairway,attached garage,and outdoor entrance. FOR LIGHT FIXTURE �I 1 Exception:In habitable rooms other than kitchens and bathrooms one or more GFCI w receptacles controlled by a wall switch are permitted In lieu of lighting,outlets. SWITCH GFCI RECEPTACLE U RECEPTACLE TO LIGHT FIXTURE U `r' 2.In every kitchen,family room,dining room,den,breakfast room,living room, !N SAME CIRCUIT M GFCI sunroom,bedroom,recreation room,and similar rooms,receptacle outlets must MAX.4'-0";3'-8" CO RECEPTACLE _-( ) be installed so that no point along the floor line is farther than 12 ft,measured IF COUNTER IS 8 CO�_ e rl horizontally,from an outlet,Including any wall space 2 ft or more wide and the 111 LESS THAN 20" ' r* wall space occupied by sliding panels in exterior walls. c DEEP;3'-6"FOR 0 �� v ACCESSIBLE ' 1 3.A minimum of two#12 wire 20-A small appliance circuits are required to serve o IIILAVATORY 4 i3 I y only small appliance outlets,Including refrigeration equipment,in the kitchen, g `P q pantry,dining room,breakfast room,and family room.Both circuits must extend _�I�-� .- �_ A to the kitchen;the other rooms may be served by one or both of them.No other 1 \ outlets may be connected to these circuits,except a receptacle Installed solely for 18"ACCESSIBLE • an electric clock,In kitchen and dining areas,receptacle outlets must be installed RECEPTACLE BATHROOM BASEMENT, HOLE3/4L IN STUD1"DIA. at each and every counter space wider than 12 fn. LAUNDRY, CENTER 4.A minimum of one#12 wire 20-A circuit must be provided to supply thelaundry UTILITY ROOM -""� O receptacle(s),and it may have no other outlets. CV ami 5.At least one receptacle outlet must be Installed in the bathroom near the basin and DRILL THROUGH c+� c0 -Z-."\I SOLE PLATE TO n -� O must be provided with ground fault circuit interrupter protection. .J LOWER LEVEL rr1 �j 6.Install 15-and 20-A circuits to supply three watts of power for �� .. \\,....... v v every square foot of floor space,not including garage and open porch areas. Provide a minimum one circuit per 500 sq ft. TOP OF SWITCH O 16 W @� 1� 7.Install 1(min.)exterior receptacle outlet In the front and rear of house.Outlets ALL WIRING TO BE COPPER BOX E TO 48" must be provided with ground fault circuit interrupter protection and be weather (NO ALUMINUM) ABOVE FINISHED SWITCH BOX FOR CABLE STAPLEDS IP_TO SIDE OF STUDS, O FLOOR I CEILING LIGHT AND AS PER CODE tight. JUNCTION+OF CABLE r 8.A minimum of one receptacle outlet is required in basement and garage,in addition ///�� TO OUTLETS u to the one in the laundry.In attached garages it must be provided with ground fault / OUTLET BOX circuit interrupter protection.Additional outlets to be Installed in ceiling for each �/ In overhead door. TOP OF RECEPTACLE U (.11 V] r, v 2" TO A VE oc 9.Install a smoke detector in the hallway outside bedrooms or above the stairway FIN SHED LOOK �f FINISHED FLOOR leading to upper floor bedrooms.Install 1(min.)smoke detector and Got detector CV G v W on each floor,garage and basement. "� NOTE G 10.Disconnect switches are required. In metal stud construction,cables are passed through precut openings In place of field-drilled holes. 11).Provide undergound service to circuit box and 200 amp service. — 12).Refer to the National Electrical Code(NEC)and local codes for L.N__J 8 Er.....z-._, further information on residential requirements. tam/ 13).Install 1 fan in each bathroom with no window.Review plans with owner/ H W Architect for additional fans to be installed. ONE LIGHT CONTROLLED WITH SWITCH. ONE LIGHT CONTROLLED BY SWITCH. ELECTRICAL LEGENDV 14).Review plans with owner/Architect for Dimmers,3-way switches,recessed and ORDINARY SINGLE POLE SWITCH PILOT LIGHT AT SINGLE POLE SWITCH O additional lighting,computer,cable and telephone locations. LOCATION �T /! t 15).Install:30 amp dryer circuit,40/50 amp oven/cooktop circuit and A-C wiring. ELECTRICAL SYMBOL E LECTRICAL SYM BOL ciirml r� 'Q 16).Review plans with owner/architect for heating/air zones. _ _ _ 8 8 _,_._ 17).Install 1 wall-switch-controlled light in each walk-in closet. „, 1......,,__— __.i - SINGLE POLE SWITCH $ 8' FLOU�RESCENT FIXTURE 18).Top of receptacles to be 12-16"above finished floor. 3-WAY SWITCH $3 PORCELAIN CEILING FIXTURE w PULL SWITCH Qi 19).Top of Switch box to be 44-48"above finished floor. ONE LIGHT CONTROLLED FROM ONE LIGHT CONTROLLED FROM TWO J� 20).Holes for wiring to be 3/4"-1"dia.and must be drilled in the middle of THREE LOCATIONS.ONE 4-WAY LOCATIONS.TWO 3-WAY SWITCHES OUTLET 6 RECESSED CEILING LIGHT v each stud. AND TWO 3-WAY SWITCHES T v CA • NEUTRAL NEUTRAL GFCI OUTLETgi CHANDELIER ooa _ g PHASE PHASE �„ WP OUTLETowp WALL MOUNTED SCONCE FIXTURE 0 •, CABLE TV OUTLET CEILING FAN .•--�.- ,. ., •-1 h.' ' 0--- <<;,•oz DRAWN: MH/MS TELEPHONE OUTLET EXHAUST FAN r.. Q �� �,.' I- 4.17:'4 '. SCALE: 1/4"=1,-O" i! -,7*,':...-•.',• w 2 JOB#: h of k.; f� �,-'9-,., '. 'if 4.. January 04,2012 .!!. ' Sr ':'44-: ,°Z..; ,. SHEET NUMBER: . ,,,,''A.. ^ bey. ,'' 7 ' . : " “.,:,,,,.. E.2 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SiTE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK- ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR To INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: l / ''' Z J 40a) Pa-{ W W H S 33°27'0" E 150.00' GAS I fr , ::,a a METER / CD .4.%. G 4.1 0 G _ Li P4 f DW G _ G G O BUILDING ENVELOPE oo LIF — — ''' '• , W W (43) W-� —,,,,,, ,,t„,,- , � ` ' , t WATER G "' G 1 ^ GST ; �� METER / 'Cr LOCATE DRYWELLS (VIE): / ö HOLE 10' FROM BUILDINGS `' N ; W / 20' FROM SEPTIC STRUCTURES ,� _, / l �; _c_ 2 STY. FRAMED PORCH : l DVV O ' HOUSE ` toi tO czt ;'"� 1 / �� il ct 3 , , E. , 1. w ,Q, ( UTILITY MIN. SEPERATIONSN . . TO GARAGE PER CODE /`, / 20' - " B / 0 1 3 �� _Qf / v a �` ,` / CA a ` p-, Z .ii..!"'r . / , , i 41 ` ( ;// - w .r , � ' 2,. ,n...7 – p. � i DW � �.. ,,...., w lir-Dlj / 00If \ i (1 SCREENED-IN /,2) - ,-.-"'�. / M f\(\'f:/lj. .\'q0: PORCH _____7 ?-- O v iCk Lf) / Rato.4 2 STY. FRAME / _ _ _ o / 4b CD Liu GARAGE , BUILDING ENVELOPE ' <c'' �'' LIN • .. . ' _:. __..,_ .r....-_ .� ...•- - _.1 _ _ 4__...--- 4_ _ 4------_a__ .__4....� :4,6:74-47: -. --4---•.. 4 4 4 4 4 • 4 4 4 a DD Oo De D . 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'CCc� 4, O D' D o• D e Q D• D e t (NI > • e O • e O o • o Q . :„.. .A s O • o Q D' D • ° D e�/��+ o' .4 " Q 4 Al • . d'4 . d'4 . d•4 , d•4 . d'4 . 4•4 . ., . . „ ., . . - ., .. v •• v v 4° O•° O • O • O • a • d • . ° ° ,AA O • d • °•° O • O ° ° • D • o D . a •� IN $ . $ . . $ , $ . . -$ -. . $ > ° ' 4 • • 4 • . 4 • • 4 • • 4 • • 4 • • 4 • • 4 a 4 • • 4 • . 4 • • 4 • • 4 • • 4 • 4 • • 4 • • • • . ° ° ° ° e / ZX Lf) ^^^. CUJ D o D • ° D • D• D • a D • o O • e D e D • D • a D e' )4 b'A d'4 4'4 D'e D•e D•e d'e • D'A .VD'4 b•e D '4 D'O D'e D'e , d'e b'e D'e .4,6.. .\., - 4 • • d •/ O en O ? d ? O e O e O e d e O d ? dr'. e d ? O • ('n O 1.,, 4 • • 4 • • 4 • • 4 • • 4 • • 4 • • d • • 4 • 4 • • 4 • •> a . . . . . . . . . . . . . . r W . . . . . . > 4 d'4 D'4•., %D •+.., -0 '-/V • . D o' O o O - ° Q ' ,IA o' O e O e 0 e D D D e• 0 o O e D . o D . a D . e D . e 0 . o D . o D . ° 0 - o Q . °' . , [1, U d'O . D'O . d•4 . d•O . D'4 . D•4 . D•4 . D•4 . d•4 .° s a e O • 4 • d e O • a • O • a d • O • 4 • O • O • O • O • O • 4 • O • O • O 0 . o O . ° 0 )( O 00 .« N 33°21'0" W 149.22' `� I. (1) ,N1 cu ir) x bo u / If) U .—+ E 12 •` .o_ in / N I v o W G (t) /SITE PLAN �� . .• SCALE: 1" = 10,-.0' / E!"1 W rsters) u -. o LOCATION: AREA: LOT COVERAGE: a DRYWELL SYTEM REQUIRED: PROPERTY: 11,464 SQ. FT. 0.26 acres HL2.-A 11 g SYMe: SIZE DRYWELL ROOF AREA: CU . FT. AT DRYWELL SCTM No.: 1000-34-3-31 x TO INSTALL: • 2, RAIN / HR.: CAPACITY: EXISTING SHED: 132.0 SQ. FT. (TO REMOVE) DW 1 8' dia. X 6' deep 1310 SQ. FT. 220 CU. FT. 250 CU. FT. HOUSE: 1,343.2 SQ. FT. 11.7 /o° MEETS AND BOUNDS: PECONIC SURVEYORS JOHN METZGER f DW 2 8' dia. X 4' deep 650 SQ. FT. 100 CU. FT. 167 CU. FT. a (631) 765-5020 LIC. No. 49618 SCREENED-IN PORCH: 310.8 SQ. FT. 2.4% \.,\ DW 3 8' dia. X 4' deep 685 SQ. FT. 115 CU. FT. 167 CU. FT. PROPERTY SURVEYED: MAT 12, 2011 3k ° ti : � FRONT PORCH: 91.0 SQ. FT. 0.8% 41 ;: • rye ` y/ :Y a ��: a: .. • DETATCI-IED GARAGE: 560.0 SQ. FT. 4.9 /o ��'� ' 6.', `::��'``�:.;�j/ (��'-�`_ DRAWN: MxiMS ' . �� Y TOTAL: 2,305 .0 SQ. FT• 19.8% �-_ , x �. ., ,,` SCALE: 1"= 10' • i' '''";/-• JOB#: I',71,0,,,. }t January 04,2012 n 1. ; SIIEET NUMBER: Lory * S.... PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: -� - - - -mac - - - - - . _ .� �.,- ... a - - - - __._�_--_ ,_ a- .- .- - -.. - _ ____ _ ID _:� - _- __ - - _._____ -.. _-_:_ w - . v __ - • 1; 1 ---.---, , H . 1 ! , • b ,.� m � _z._rte as tl iii 11 �A�..._- - — — —!� - _ ��� ...��... —__.. ��� _ t—� • 131111 1 4. �� {1 I1 ( 1 t _ -_ I L� �l._ I .1 I T �_ I �_ ��. 1-.. I 1. �r_ (. t I L_ _Ti , I i. I. I 11 _i_ `- - - -� - - 1 I _LIT ' I 1 , i (�. , 1__l i _ i._ •�_rt 1: L I -Li. - - _ - - n.i_r I F IT- . � I T- b �r-r-r I 1 err_.;. _1 > _1 _1 'FIT r- T._T.�.I:.T_I i _t p. o I I 7,1____L_� i I 1 I i 0 1 04 i- 1 �_1 1111 Li L__ �__.___ 1_ I I.I _i X11 I 1 1_ 11\1 rw Al_ _.J._ ____ _ L 1.._ it 1 _i Li 1 [f __L_i 11:L,_.1_ _- _1 LUTE ! I I...I ii r T:A .I.r _ T �__I.T_ I 11__- ' I ! 1_ I 1 . _� _Ti , :7 T 1 1_C I 1- :- ,._ �, �_ .�__ �_�= I ! 1 �T L �__)_T �__ > 1. �, -_. _ 1 j - i I . _ -I ( r I.L _ ' ..� �, 1 `�. -+ 1 I 1 T___.l l_.. I_Y__ 1 _ .1.1-I_ 1_._l.L__�f__! 1_T 1 1_ _L ' l i (-- r= _:I l�_ �LY1_L 1 1 ._I 1 p..� 1. 1 F _ __�. FT 1lFFJFI _, _ 1._ T 1 I_� , , _ 17L_ _��� _ I� �i _�� �11Lj1- ! -1!-_ a 1 - 1- -i 1 _ _ 1� 111 r - I mum _,_I T.i , 1,1 // I�_ 1 -- ___F. , II ,- .,_/ .—.1-. �-7 l 1 • • • • • • ♦ r may` �� • r . NORTH ELVATIOJ SOUTH N _____ SCALE: 1/4" = 1' SCALE: 1/4" = 1' C...561 1) � w `� V d C az Qdo a tnU r� V U _ _ _ i ____ _ _ _ _ _ ____ _ _ _ _ _ ____ _ ___,,s_ _ _ ,__ _ _ _ ____ _ ____ _ ______ _ _____ _ _ _ _ _ ____ _ ._.* _ _ - d J____- _ !I iiiiiHile, 1____1___I �_ , I i ( 1 � _ CO m cu o — -•�— - — 1 �) i__,_ I r — I j _ FL' I �� '��� 1 � _ ( Ii1 `�1 i L. L 1 I I 11 —� - - - - 1I l i r �1�p 1 I �a >+ w C v) 10 -. _i_.1..__�_.. 1 .1 1 �-._-L_j,.__1 l_ _ 1 _ Z1_, _._ �L Tv_ - II __IF �- 0 1_11 ! 11 - - -� -- 1 cii L__T L 1 IVi- ■_1 TMI ! F - ■ I- 1. 1 - - - - - i-1- - �_� T . [•. 1 1-1 LT 1 v- - ! ' �r. 1 L_t_L.-� Ti 1 1-_L_._ ( - - �- - - - T T I ?-T TT T l 7I I)�� �1_�..1 e v'r — - — ,....� _.�L. , L_.,. 1.____ i .1.._ .,_._._ -'T'" .,.�.. ' _...._. :_._.l._.1_i- I. 1�F LL±xi1_x_1__ _ _ �4 :' _-_ _ _ - _ L1-I ; ; ._ T i l . _L -;_ _ 1. I I __ 1 _ _ !� 1 L� 1_____a___ p_. ,_ _1- -1-1__ _ Iv 1 i 1 I_iR_ 11 , 11 r_. 1__._ - • . 1._?_ 1 �._ �L --. 1 FIJI Ill ill __�_1 1 _L �- .1.-T_1-_-1__.._I__-1 T _. I 1 i_ i 1 ( l r I II- I L 1_11 _ I i _I-i___!._.�_Z� �_;_._�� III 17 1 I 7 11 1- !- �1 1-� 7 ,1- i i i I_ r' ( L ^�--- I I Eminiw __1__. __. L I .. L.__._J�4__..____ 1 T -- L.. _ 1 T_ �_ 1 _T r.L ) I_I�T I i T_��I)___ i I._,__ 1.__l__t _11__C T __ I _1- 11. 1. _.� ..lY i___ 1 [ L T I L�., 1 1 1_ _1_ 1 T I J _ 1 (_____1 I 1 r- - �� ■ I I l i �7 I n r 1 1 : I o �. y " csTiq tui3 WEST ELEVATION__ ..t _ - ELEVATION N SCALE: 1/4" = 1' SCALE: 1/4" = 1' cor) v g yy -. :'' • `.•:,b-' .••""♦.,�♦. .., \ th [II .,•• ,,• ,,,../ ik! • it V 4 '!✓r1S C•,, ,,, F V v' ,:�*' ', t• ,. Eb DRAWN: MII/MS eel ;,; s,;.'' '; ' , SCALE: 1/4"=1'-0" ti a-;',` ib "}:,µ.;\,e JOB#: January 04,2012 JY ' ' SHEET NUMBER: AYme PAINTER TO PRIME AND PAINT ALL DDDR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT•F ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS L MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 20'`0" / / 20'-0" / / 10'-0" 10'-0" / / 10'-0" 10'-0" / A 20'-0" " ir ---�• /` 6' -101/2" 1 6'-3" I 6'-101/z" / WUDH2820 f o SN \ i) X �, 6, „ (2)7-1/4 ML HDR, •----\-e (2)1-3/4X9-112 Mt HEADIER 4. 0 O \FOUND. 1 <30 J INN WALL v `^v O '0 STAiR DISTANCE TO BE ADJUSTED a ; aQ ---, I e(::: FOR HEADROOM _• I 0 ° to - LIGHTS ABOVEry �'� o_ m 3' WORK SHOP N • _� . �I N T Z -- �^ m • c[ _t__--.....:,. OPEN N At ¢ o N __�`� v O o Xa ' , TO D o' r .o _ g Z 1 ,� `� Ary t ,• -1 BELOW d z ? OPEN7 p c v At 1 TO !\ a v R10 INSULATION BOARD czi ' ' W' •W ABOVE I O ° UNDER SLAB AT WORKSHOP a� _O a a w o. •Q in CA ° 4'-10314" ,e I '. II I 0 1 A , 4>. o A 1 W to Z---1' 7--. / 1 3'0"HIGH RAILING OR HALF WALL (3)1.3/4X9-1/2 ML w/(2)51'B"STEEL PLATES FLUSH BEAM x •\ ` Z f�� ' J 2X4 BLARING VJii, • - . .o* . . ■f.f0 . - . m.,.= . ...,r, . Q V .7,.,q.,D__° `)�,,y,. •° I `O 3-1/2X3-1/2X1/8 vINI `_ __ D o ` __ ._+ R. a • r-, O d- w o `D Q TUBE STEEL PAST V o p M 0 - J N a ►r . A t; TI T N - 1-�1 O I I I Z N Z TO RIDGE(BOX IN) ("5 `•' N Z - z 1 01 r ril m -�C O v i a x1 _ ' O H 00 n1 'e ao -I N D O L .__,00 4 HAUNCH.SIZEI ud(4#5-QEBHg----1 -Q-1 L . CV N "CS v v D +_� N N h7 D N V a' F+1 U x N x0 UNDER BEARING WALL ABOVE iv as s z (2/ -1/2 ML HD'. `C � 4 N ° 4 < .` N R•, E,--< :o m 3,- o I 2 .Auwr,\%'LAI I _ t _ G, tr r - C . o' " _+L - 4 c ,," o c"' c n o r 1 r e ' ,� , ,f f „ ` ^f n - - . �- �o:A -,.r >_ • A /T' �4 00 : 4 -1 �,�, CURB(I1 P.) 14 -8 n., A �„ n•, ,. n E2 NPO 45 MIN.FIRE RATED DOOR T .co ...--•7X8 hF#7(-1 C7g 16"OC'' i wJ SC HINGES 6.,STEEL JAMB q !�` Q ry ( o O Con 0 - N ' GARAGE \0' '� '• r.:::::) >;_ N z STORAGE }t- v 1 _ N N At 7'-6"CEILING HEIGHT X p ° `" !� \ a CA E W : N iN -� • Ii 5/8"TYPE-X FIRE RATED rsi • t i ( '\\ 0. D _� I p Q i i SHEETIROCK TO BE �' I I ar �1- c - i INSTALLED ON WALLS l O ® -a AND CEILING p \ - I \ c o <>a. .' v a 1.0 N V ,/ ( 7-i/4 ML NOR. ° . p , .--- \ --\ \ 1 '< 9••••1211111111111111111111111111/ .`_ \ 6 \ - _ \ • \ \ • ~• . s .. pQ • p - v . . vD .o '� 'Q .v I 1 p WUD2820 a-� 10'-0" � 10'-0" 20 - 0 / / 0" 20'-0" .4/: ti) Cd / 20' 0" dr 1). PLATE HEIGHT AT 6'-8"OVER 8"CONCRETE FOUNDATION WALL, 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8"ABOVE at 2).,EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. GRADE. 1).SEE PLAN FOR WALL PLATE HEIGHT.CEILING HEIGHT AT 7'-6". 1ST• LO0R PLAN 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY F00TiNG. FOOTINGS 2ND. FLOOR PLAN 2)•EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON " SCALE 1/411 �. 1' 4)_ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). v L) i i 3).EXTERIOR SHEATHING TO BE i/2 THICK FIR CDX PLYWOOD. Jy OPENING.PROVIDE 3 JACK SPUDS ON EACH SIDE FOR a ›" SCALE. 1/ 1 - 1' MICROLAM HEADERS. 1.ST. FLOOR PLAN 3).MONOLITHIC HAUNCH SLABS(AS SHOWN)TO BE16"WIDE,12"DEEP(BELOWr� a. Z 4).ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUbS ON EACHSLAB)REINFORCED WITH(2)#5 REBAR. V 1 a. Z SIDE OF OPENING. 5)-ALL EXTERIOR OPENINGS TO HAVE DESIGN PRESSURE UPGRADES WHERE i i 41) PROJECT NORTH 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN PRESSURE UPGRADES WHERE 0 PROJECT NORTH APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WiTH FASTENING SCALE. 1/411 = 11 4).FOUNDATION 1/2"EXPANSION ONTO B DINT MATERIAL WHERE SLAB MEETSODJOININGMPACTED FILL. a APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. Z HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. WALLS. (2)1-3/4X11-7/8 0PROJECT N 0 RTH 5) ARE TO BE INSTALLED OVER COP -TEXVIDE 2X6 ACQ SILL PLATES UNLESS OTERMIT/E SHIELDISE AND FOAM.SILL TOR ML RiDGE (1.) V (,. ,!1 . FIBERGLASS SiLL GASKET. �,, ', rn _ 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I V-0"OF CORNERS, U N FT. "QC INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A AT 100GAR%WAGE TER RUN RUOF AREA:NOFF:5.0 FT. - �' - "- 2yC�69 '�RR� MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO •r.-.j '' I ,I� 3-1/2X3-1/2X1/8 BE ATTACHED TO SiLL PLATES WITH 3X3 SQUARE WASHER AND NUT. f- I rtPROVIDE(1)8'DIA.X 4'DEEP DRYWELLS - - - - TUBE STEEL POSTC. • !! a' ,, a 39, 11.2 . " 8 FT X 4'=169 CU.FT. •, , {BOXED IN) i MI, p j ' 1 ® ' , '( N ,, _-- - 3'HIGH RAILING ;' 1 1 1 20 fi 1 ', y\ ' 1 *I,STAINLESS STEEL f ( 1 ( r oRenuAnzEo 1 _ y I (3)2X4 POST /�'....i I I J/�� WOOD SCREWSY�I 1(I _ i'2X10 DF#2 RR nib"OC N }--- 1 , i I % WASHERS 7r o.c. ni, , l i, 1 (10Pj !y u. i I /j f7 �r u' I I -� 111111 / , 3 4"SUBF_OOR _ iell istrall imin smistrolvi I I CiN j !t 1 I I s ' c I , ./ t I 9-1/2 TJI 11D �� r� v O v '" I 1 I I , f IP'APA RATEb HFi1THQui - -- C) .� GRAD?tt»vnoo 1 �.r .. III \e 1 1 �I / 11 .Il / culraNnTrvrve21LG'Ds.e.) 1 ` ( r t WOOD-! Q ,"."' III _ , (3)9-112 ML w/ fJ @716"OC �''Ii LL, ,y1 ' La•APARATeosHEaTHue l (2)5/8"STEEL I +, 1 I I G.17{ Noon �' FLUSH HEADER ' ' Q U Oq 'F'' .. + ��� ® TrannNVE>Y-a^ose.) ! -. _ .. .. 12 1.. e-I ,-r( } ( ( 1I. I' (70 2X8 a = 3.5 0 i~ G. WALL , 41a .10 STAINLESS STEEL ( • n DR GALVANIZED ' (I SD r - .1 � fY1 f i-I v WOOD SCREWSANI ED 1 1 \ r ' 8 J !, it ' ' in �.! +.. WASHERS Q.12"OC. J / 1 ,111 I ( \\\t e< ' --r -•rs,• /7X10 DF#2 RR(216"Q.�, I I O� r••I .'" 1 \ WINDOW SRI t / Opp ,C cD cu ( A! ! 4_____ �� 7j TYPICAL WINDOW OPENING �; I 1 I ' ' I LESS THAN 4'0X8'-0"OPENING) ��'R ►�r 1 N ( �s,"y DRY WELLS TO BE 10 MIN. RIO DOW BOARD W ?r ( i I ( i1AWAY FROM HOUSE - _-_ ' - INSULATION „0 �- - �- a, r ONDE. SLAB e, i I TYPICAL DOOR OPENING 0� O / - ' (LESS THAN 4'-0x8'-0"OPENING) -„ie c 8"PC .• ----------•-� 4"CONC.SLAB c/w FIBRE MESH REINFORCEMENT :` 3-1/2X3-1/2X1/8 a c O o I'. 041-TUBE STEEL POST I WALL OVER COMPACTED FILL 1'-4': fir) •'� 16"X12"HUNCH SLAB '. TO RIDGE z4« SW w/(2)#5 REBAR [2E11 43 - �- 16"XB"CONC.FIG. H 1 .) c , , r ,' �' (2)#5 REBAR 0 I�� •t•r�ti� ���msui H ' 1 ]� i ( i 12X10 DF#2 RR C16"TIC i i 0 1 ' 1, l i I tiu WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SECTION i ' 1czq tr2I 1 I I i /f ii I AS PER TABLE 1609.1.4,N.Y.S.RES,CODE;ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) ASA ' I2 +, / I �I I 1 I'� r 11 I WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" i 3 I j AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO SCALE: 1/4" = 1' �_ 6 °.t t'- / If j COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL 0 LN, ( ( 1�' (' 11 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. �-' ' ' C-` ALLPANELS MUST CUTTO SIZE ANDRAY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. -� i I � i 1 1 ANEL U BE READY,z^oc -- �I-- >� �� I HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 1 ( ) oho �- I _ II 1 ; 3"0 ROOF VENT 1).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. x ' L I I 1 P 3/4.APA PLYWOOD , •!- --.. . U \ SHEATHING en i I ' / 2).APPLY METAL DRiP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND `'' C1 ,I r..I I I i, / 1 j 41 iL...... n 7 / 74 � ) I DIRECTLY TO THE DECK ALONG EAVES. izi Cte1) ' 3 �i 1 112 . 3 .USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.!N AREAS W/ Ai III 1 I 1 ) /?X10 DF#7 RR!)n 16"c)C /) �) illiiu ) �� 3" ROOF PLAN 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT, ....i....---..-...- --...-....i..._ _ __ 1.-. _i. „� nliVg 1 I /1/ ( I 'f , it 'f IEll F.A.I. ' 11 1 4).ICE&WATER BARRIER TO BE USED IN ALL VALLIES AND INTERSECTIONS ' '� ' ( ` �� I 1 / a SCALE. 1 4 = 1 WITH ROOF AND SIDE WALLS(TYPICAL). I ( i E 5).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD SHEATHING 12___ _- ___ _ ._ (3)2X4 POST 11•....\.„" ('NIT r• ( snsru ro'TEa IIII 1 ----------.-. --------- - -- - -' ' ,`�' +] i I I{ J I OR GALVANIZED MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT, 10 � f 1 I 1 I ('I�} WLloo SCRENS W, I P R®J E CT N 0 RT H •_ _ ' - .__.___:. , WASHERSQI3 D.c. c.o. UNDERLAYMENT 15 NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE a��mmu�c 3 WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS ,_ MULTIPLE PLYWOOD ASSEMBLIES W COMPLETE. 2-2"4 DF#2 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL ,,..L4 ;N-:•,ry'• 7-�T�,���7T�� OP GALVINI2ED BOLTS WI WASHERS -4 k !''F;''TH - i,`1 . DRAWN:lV: MFI/MS AND NOESG.:'-U0.C. \\ 6).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. .k,47-•;.;;',�. a a"C.I.j -7 TO APROVED USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT ..ryti:TX Af• *' ^;,.. SCALE: 114"=1'-0" TYPICAL MULT2 E OPENINGS HOUSE SEPTIC SYSTEM �: -' .,-, TRAP LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. g /',,`• e "• ' , T, ` (MORE THAN 4'-0X8'-0"OPENING) ,-,,,,,<;,„,c..:,--, z A;� ,,..-4,x't JOB#; USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT :lr::.a, � 4.'c; .- SLOPE" 1/4"PER FOOT PITCH TO DRAIN CUTTING INTO SHINGLE SURFACE. :.~w "'1 "If%'.�;-. January 04,2012 fig-tit `. •1 SHEET NUMBER; 14 , ., c,,,,c,4, ,,:?;,,,,-----, . ,:-&„.1k, ,.MIA: A MO 2 PAINTER TO PRUNE AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WiTH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS w,... r)•,),,r,.. ' !'14 e MANUFACTURIER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. Y`N. a'`<, REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 11 KING STUDS 111cc, 41011.1 �„11 EhDWALLRAFTER :aCRILEUD BOTMATE � � ...to- # 11111111 111 -41 IDEWALL S 141111"PV / F2AFTER .7 /' JACK STUDS �� 44 FLOOR USP NUMBER DESCRIPTION APPLICATIONA �� HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS �t ___ 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE LISP NUMBER DESCRIPTION APPLICATION SUDPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOPJOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ALL OPEN NGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA21-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE �T� HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPEN NGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC F• WALL STUD -----11"'\_ Ci) ' ' THROUGH-ROOF EXHAUST f VENTS SELECTED AND Q, \ LOCATED BY CONTRACTOR H W METAL STRAP !-�.r �� �J.� CRICKET AT TOP-SIDE OF � � VENTILATION CHANNEL p ' O CHIMNEY AS REQUIRED O RIM BOARD RAFTER ��► n SILL PLATES) ; D ' WALL SHEATHING RAFTERS N MAINTAIN ,0 FmH �• ' • VENTILATION 411111 � � ;D:;i; ; ;;N;:i ! ERJOIST WD JOISTDo -Q �- � �" TOP PLATE !�TO WAl_ TU t�?48C SHING �. -`_� ; ` , O O STAPPII G TO BE L S DS 0 AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA �� ', U AND ALL WINDOW, DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA it. GUTTER r� ' a FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION \ ROOFING TO AVOID SOAKING WALL STUD ;,� NOT LESS THAN 1/150 OF THE AREA OF `1 � l�rll,f `. THE SPACE VENTILATED. ALL OPENINGS _ WOOD GIRDER X111 t� INSTALL 4'O" O.C. / .' SHALL BE COVERED WITH CORROSION- £--CONTIN. SCREENED VENT ri�� i� /� 4" - 8" LSTA24 1-1/4"x24" 2Oga. STRAP AND JACK STUDS ' , RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD 4 ' F"-�-1 ON ALL OPENINGS �.' PROVIDE HEMMED EDGE AT OPENINGS OF Lia INCH IN DIMENSION. INSTALL 4'0" O.C. • FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS / Y4. CAP TO PREVENT CAPILLARY CONNECT TO �/ 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ON ALL OPENINGS / "'.. AC TION INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" -- 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ('(� ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT - 2ND. FLOOR " OF FLASHING • :4CC3 WALL .pr .P ® �' .' ,' ROOFING LAPS B ASE PO" r FLASHING 4- INCHES r +i e N,. BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL_ AS ROOFING U ' SIDES 4 INCHES AND LAPS lipoLi NAI_FDTdSHEATHING '✓' ' 1 SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT p., z ,p -1 WOOD JOIST a4000. 1111111% �.�/ O TOP PLATE a l�r (�rAl 7-----"..._..„ _.... J ..... ..... ...... ,� GIRDER/HEADER '' 'J "�� W SIDE WALL FLASHING ��,, ' p� 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS <D48"OC .`� / WOOD JOIST 0 U AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD 3 I 'r•• kr)�''') AND RAKES -- PROVIDE HEMMED EDGES SO 0 1 ' FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS ?moi INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION .r..1 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED �� KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE V RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAF-ER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE / ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATES TO EACH STUD DBL. SILL PLATE t �\ __� I TERMITE SHIELD t�\\v, , , SUB FLOOR E SILL GASKET ‘\ - WOOD JOISTS C) hAl G ♦ CONC. SLAB TYP. CONC. FOUNDATION � � NEOPRENE ,.-• p ��,.� �'� ami ►_ . \�"' GASKET . ' 2x6 /2x8 CONTINUOUS WOOD PLATE rn �' o DAMPPROOF EXTEIRIOR G MI_. R FILL \� v V GRANULAR FILL 6MIL POLY ON EXTERIOR ' } I BOLTED TO STEEL BEAM WITH Q <13 � o e v • ` STEEL COLUMN \' , ' �.. 1/2 " DIA. BOLTS 48" o.c. STAG. i: >" w lirnir''' `� zW4 ♦� ♦ CONC. SLAB ..': '400„040701.: i` i �.'G1 �,:= uF ° ROOF JACK '� ♦ ��� ,. STEEL. BEAM �+ d+ u ``° �fex fir.,.. iie,m �y£, .r• Vs yCOMPACT FILL --I 2e'M.c+`•r! ~ir `i o'• .�-. i�• N , co (4 r+ �,�� �� r .," 4" x 1/4" x 8" STEEL 'A, ~A I'a o TOP AND BOTTOM PLATE Ln U .• ^ ROOFING LAPS �‘ co _ '. V1111%.101051 ° d ° FLASHING AT WITH 1/2" x 6" ANCHOR BOLT d' -- e KEYWAY FOOTING o /` co a r, e CONC. FTC. k'p . A^p e G o' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP • 1/2" GROUT• N °� 4d11Yl'�+,:'a ;"���! • �''i " " ; 4 ANC IOR BOLT CONNECTION (USP LBPS58 OR 8P583) �. W " Q 4 REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I i '� 3" STEEL COLUMN �' DRAIN TILE A. * v + ANCHOR BOLT CONNECTIOfd SUPPORTING MAXIMUM SPACING FLASHING LAPS �-1111* 1 ( 1d KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM (CRAWL SPACE OR FOUNDATION) 1 STOR 1' 72° OC TYPICAL BEAM DETAILfillill SILL PLATE TO FOUNDATION W TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36" OC STEEL / BOTTOM BEARING E'" . WHERE NEEDED FOR STRUCTURAL BRACING. - tiJALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OCLO (SLAB-ON-GRADE) cml ROOF JACKS &. VENTS DETAIL VJ t / I SUB FLOOR' 1521 tt CONC. SLAB (�/• DOOR FRAME LI N 6X6 10/10 W'�UIv1 GARAGE JOIST C01v1PACT FILL DOOR lio I I USE 2X8 STEEL BEAM Q+ FOR BLOCKOUT • Zi ., :ir4" SLAB I P.T. PLATE x. W/ 6X6 WMM SLOPE ~ . `� . I VA • c ve °.y 4"DRIVEWAY --rm. NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR S ACE (WITH A NAILING PLATE IF NEEDED) a' AT END AND ,,,,7 1/2 o • a °4 a �. ... �• 0 ° n , , TO BE APROX. 1/2OR HIGHER THAN �: - SES OF WOOD • ��:�.��i' • s • • U 0 CS) d -n--= ° «, z BEAMS 4 ' •;�. • STEEL BEAM TO ALLOW FOR SHRINK AGE . G"ADE -=- r * ` C•Z: n X11 r•7 r 1 , • • �r� di �� r •o D o D N •' — r, •� X1.6, `1•.,, Wri * 4 4 4 _ D T �-n I'a ' p° e: ° ' ° . i. tO o .S• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) .„S' . 0�rt�': 6X6 W.W.M. .a - - e - - �,• - .. �, e ►+II ='II 'a 12„ ... ;1��.�•�i 4 4 • d e o e 0 `p I = SUB FLOOR ,; . ' o ,'D .o D *��s: ',, A'� A•A A', • I,. NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM .�.I • A A 11",a. 0 ° ' s 11—III MIN. 10 #t'° ° .� .-' REINFORCING BA.R - ° NOTCH EQUALS 1/4 DEPTH OF BEAM IF' A o ° oe ��I-1-�� 1 n D ° o °'a L _J OIST • 40 REINFORCING BAR I 4. o DRAIN TILE fl---10►1 s=• ' SHEET METAL30# FELT UNDER BEAM AT POINT III 4 C.6'A 4s 4° ° STEEL M `\ ''` "‘"h 12 0 ' Le OF CONTACT /ITH CONCRETE OR CONC. BLOCK 1 il11 �i i PI— 1 11 1II� 5 E L BFA . �; I 1 o.° 3" 10,0Mg , PLATE (BOLTED TO BEAM) J- • a ; . %p R ; SHIMS TO LEVEL BEAM ' ..; t.,.TYPICAL CONC. MONOLITHIC FOUNDATION. REINFOP,CE WITH (2) �J4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. '" � „�y<.; ,� ,';i...:; ,. l�. �, °::;,,e;,.:.,-;:•:-.,::.,_;:,-,,;.:"%,'",'�.'REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. �`; *�: DRAWN: MH!MS 3” MINIMUM BEARING SURFACE FOR WOOD BEAU ,: 'r=GARAGE DOOR BLOCKOUT °' �tY �`' • $ SCALE1/4"'=1'-U" BEAM POCKET r'1; ykit; a� 4_ 4 January 01,2012 " *\\04,,,,,,t. SHEET NUMBER: ...3PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS ., ,'s L MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 2JOIST DETAILS w stud x wall at 16" Plate nail-16d(3-1/2") ALLOWABLE HOLES - TJI Joists `� Plate nail-16d(3-1/2 j box at 12"on-center ■ r., box at 16"on-center* �on-center INTERMEDIATE BEARING Floor panel nail-8d NO LOAD BEARING WALL ABOVE lam►+,1 4 loor panel nail-8d 2-1-2" Load bearing or shear wall --- ( ) 2-1/2")common at 6" No field cutholes 1-1/2"hole may be common at 6"on center* above(must stack over wall In hatchet! See Table A See Table a cut anywhere in Niiii- !' on-center Web stiffeners See Table web out- below) zone! see Table required each side Load from A "-� side hatched zone DO NOT . "or 1-1/4" / 1.1/4"Trus �!� $ at B3W Blockingpanels above ^ g Ii Blockin \ ! cutornotchflan e ,I� .anal may be required with �' '4 i{/ I1 Blocking Trus Joist Joist rim - partes \ 2x4 minimum 116";i g rim board* board // shear walls above or \'� 6° V 0 ��� ` squash ` below-see detail Bl �/ 1.11 " - t l a x u i Ds. L � I' :� „ `��� �: klit/' oe nail lOd(3"j I' `' 12" `% oe nail-lOd(3") ''--. ' blocks V `���` 6 (appinemt au minimum 6 6" 1 HI box at 6 ! box at 6 .may * min. �� knockouts) Do not cut holes larger than ��` on-center on center ` �' • \ Removetongue andgroove / i 1/16".1 ' * t•tia'Incantllever DO NOT . t ng 1 B] 81 :/ ���..„+-Ir� / 1� MO' ` (!�� TableA - EndSupport cuf ho%r!n cantilever from floor panel edges Boun a na lin p-�.� / ry g lil Mt imum distance from ed a of hole to inside face of nearest end su ort inf„ I� g pp re orcement. � supported by 1 e-Rim®to -8d(2.1/2") Web stiffeners \moi I �� 2x4 minimum Istall proper blocking I''I� I squash DEPTH Tn ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE • T11 rim I/ ensure quality nailing. r common at 4" to support allpanel required each I� I 9 joist Conventional construction code minimum for on-center* to supe side at B1W and blocks 2" 3 a^ v 112" a•vz 11' 1s' 2" 3^ 4" 6-1/2" s-1rz n" 13" se with A3 only.See Trus Joist Framer'sedB2V(1 Use 2x4 minimum squash 110 r-o r-6" z'.o" s'-o^ r-o^_ r-6 2-6" 4'-6"_ Al Aa Must have 1-3/4"minimum A3 3.2 'octet Guide for A3.l-A3.3 installation 3 q "See Trus Joist Framer's Pocket Guide for B2 B 2 B 3 B 3 CS blocks to transfer load San" 210 r-o" 1-6" z'-o s'-o" r o" z'-0" 2'-s' s'-D° 230 1.0" 2'-0"- 2'-6" 5'-6" joist bearing at ends specifications additional installation specifications. around TJl joist 360 1'-6" 2'-0" 3'-0" 6'-0' 1'•6" 2'-6", 3'6" 5'd" 110 1'-0' 1'.0" 1'.0" 2'-6' 5'-0" . 1'-0" I''0" i''6" , -6" 6'-0' - 6'4:1"length of 210 1'•0" 1'-0" 1'-0" 2'-6" 5.6' , 1'-0" 1'•0"- 2'-0' 5-0" ¢'-6" Till joist oist 8"diameter maximum hole Nail Trus Joist rim 11•7/8" 230 r-o" r-o^ 1-0" 3'-0" 6'-0" - board to blocking Attach reinforcement 360 r-o" 1,0" r-6" 4'-6" 7-0" 1-0" r-o" 2'-6" 6'6" 7'-6' 4'-0"length of 8"diameter maximum hole reinforcement and for 11-7/8"-16"deep 560 r-o" r-o' 1-6" 5'-0" 8,0" r-o" 7-0" 3'•6" 7-0" 8'-0" 3/4" with connections to joist with one 8d for 17 7/8" 16"deep filler block. Use blocking panels;6" 110 1'-0" 1-0" 1-0" 1-0" 2'-6" 5'-0" r-o" r-o^ r-o" 3'-6° 6'-° s'-o^ _ Web stiffeners 8"diameter maximum hole equivalent to (2-1/2")common nail at Nail through 2x_,wood backer 210 r-o" r-a" 1,0" 1-0" 3'0 s-o^ r m r•o" r-a a'.o" 6'-6^ a'-6^ ' reinforcement blocking panels;6" 4'-0"length with diameter maximum for deckingschedule each corner required each for 11-718"-20"deep on one side at 9-1/2"and 11-7/8" blockingpanels 9-1/2"deep and 14^ 323060 r-o" r-o" ro" r-s' 3'-6' 6'-6" 1-0^ r-o" r-o 3'-S" r-o" 9'.0' diameter maximum for Trus Joist 360 t'-0" 1'-0' 1'-0" 2'-6" 5'•6" 6'-0" •1'-0" I'-0" 1'-0" s'-6" B'-0" 9'-6" side at E1W blocking panels;6" E2,both sides TJI joists. or shorter than 12"long. Attach reinforcement TJI joist web with 2 rows lOd blocking panels 9 1/2 deep rim board Blocking panel between pe 560 1'-0" r-tr 1-0' 2'-6^ 6'-0" 9'-0" 1'-0" r-D"� 1.6" 6-6" 9'-0" 10-0" diameter maximum for at E3 or shorter than 12"long. .,o not cut flanges. to joist with one 8d g (3")common nails at 6' 210 r•o" 1-0• ro" r-o". 1'-6" 3'-6" 6'-0"• \ .locking panels 9-1/2"deep g (2-1/2")common nail at ach joist.Nail to top �I' panel •.ncenter. - clinched.Use g . not cut flanges. �\ plate with connections ( ) 16" 230 r-o" r-0^ r-0' , 1.0" z'o^ 4'-0" 6'-6' 1'-0" r-❑' 1'-0" 4'-0 7-0" 9'•0" 11'-6" or shorter than 12"fon each corner lbd 3 1/2" nails w+th 36o r o° r-o° r•o° r-o". 3'-0 6'-0" 9'-0" r o^ 1'-0" r-°" a'-D 9'-°" 10'-0" r-6^ � LDo riot cut flanges. //' Trus Joist \ equivalent to decking n g rim board .. S I' 3- TJi joist 560 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-6"_la-0" 1-0" 1'-0" 1'-D" 5'0" 10'-D" 11'-D" lz'•o" Y/] schedule, . i I7. -. ' >1. Trus Joist •� �� 12' length of � �'• ge widths. a^ 6" 8" 10" 12" 15' n" a" 6^ s ID' u^ it lr 1 rim board sloth 1\, 3/4" �.- , �I • � ,�/0" I 12"length of ��_• t8„ 36o r o^ r-D^ r-0 2'-0' S-0" lo-o^ f-o" I-a^ s'-o^ loco. n'0' 13'-6" - - �� �i .� �\. I � reinforcement to c reinforcement �, x 560 ro" t'-D^ r-o" o^ vo" 1r-o" 1'-0" r-6^ 6'-6" n'-°^ 1z'-o w'-6" I"+ �► illit.,„„,•or � ll \ crI1 \ 3/4'�\ 'slach reinforcement )01St web with 3 +1 on one side at '/ 'I 01.21 Jr. 20„ 3601.0" 1-0' 1'-0' i-0" 2-0" T-0" 10'-6", 1'-0" 1'-0" a'-6" &'-0" 11'-6" 14'-❑" Is'-6", WTrus Joist rim reinforcementto Dist with Sd(2 1/2" rows lOd 3" -,4 E5,both sides �� 560 ro^ -o r-o° r-m r-a" 7'0^ n'-°" ro° r-D 4'-°" 9'-6' tz'-6' la'.6^ 1s'-6" Q• �� board �' �: common nails at 6"on, �� �% common nails at 6" / I� at E6 / I! on one side afi Wood ,p+ - Z £7,both sides backer .I o� able B Intermediate or Cantilever Support I' �' I� ,Z 0° _, center-When I' D on-center,clinched. / at E8 s tt�` Face rain a tfi reinforcing both Z uR' Use 2 rows with 9-1/2" /' l ��tc e a� `�12 ads Mini um distance from edge of hole to Inside face of nearest Intermediate or cantilever support n 1-4 g ��R` Less than Less than �i2 het atfi. \o Fri I'" horizontal sides,stagger nails. r.-- and 11-7/8" Le 5„ a�ti‘e�r cl{oto 1 Demi Ti) ROUND HOLE SIZE SQ-JARS OR RECTANGULAR HOLE SIZE i.�l Ei E1 00 2 E3 E4 TJI joists. E5 E6 E7 e Fl c �er� lvt o`�� 2" 3' 4" 6-1/2" son' m 13" 2' 3 a" ti in• aan u" 13"^ _ - F�+�I Not for use with 3-1/2"TJI n❑ r-6" z'-6^ 3'•0" 7'•6" r-6" r-fi" 3'-6" 6'-6" CA 0 E--+ joist flange widths 9-112" 210 7-0" 2'-6" 3'-6" 7'-6° z'-o^ 3'-0" a'-0' T-o' - CA Z 230 2'-6" 3'-0" 4,-0' 8'0" 7-6" 3'-0" 4'-6" 7-6' Filler block Attach 360 3'-0" 4'-0" 5'-6" 9'-0" _ O 110 1,-0' 1'-0" 1'-6" 4'-0" a'-0" 1'-0" 1'-6"� 7.6" 6.6" 9'-0" r with ten 10d 3" box WEB STIFFENER ATTACHMENT - U ( ) 210 P_0" 1'-0" 2'D' 4'-6" 4'-0" 1'-D" 2'-0" 3'-0" 7-6" 10'-0" nails,clinched.Use ten Gap; 11.7/8" 230 i'-0" 7-0" 2'-6" 5'-0" 9'•6" 1-D" 2-6" 3-6" 8-0" 10'-D' 0 16d(3-1/2")box nails from EXTERIOR DECK ATTACHMENT 360 2'-0" 3'-0" 4'-0" 7'-0' 11'-0^ - 7-0" 3'-6' 5'-0" 9'-6" 11'-0" _ J Option#1: 17/8 minimum - �/ each side with 3-1/2" Structural exterior Appify sub//oar adhesive to all TJI Joist blocking with end I� 2-3/4"maximum 560 1'•6" 3'-0" 4'-6" s'-0^ 12'-0 3'.0^ 4'-6" 6'0 la-6' 1z'-0' Web stiffeners TJI joist flange widths. sheathing . .cks installed at 1/3 joist 11#21"all uo ro" i-a" r-°" r-D 1-0" 5,0" 9'-0. 12-o" _ contact surfaces J 210 1'•0" 1'-0"' 1'-0" 2'-6"' S'-0" 9'-0" 1'-0" 1'•0" Z'-0" 6'-0" 10'-D" 12'-6"- required if sides of Use fifteen nails with Backer block 4s.an locations using 'I' Three 6d(2-1/2")box nails, 14" 230 r-0" 1-0" 1'-0". 3'-0" 5'-6" 10-0^ r-o" 1,0"' z'-6" 6-0" Io'-6^ 13'-0" hanger do not laterally TJ1 joist depths Install tight to top Flashing I . 0 Ed 2-1 Bearing plate: t ( /2") clinched 360 r-❑" r-D^ 2'-0^ s'•6" A'-6^ 17-6• 1'-0^ 2'-0" a'-D" 9'-0" 12'-0• 1a'-0• support at least 3/8" greater than 16", 1 at` box nails or s6o 111:,-0::. ❑" r-o^ r-6^ v-6^ 9'-6^ 13'-6" r o^ 3'-0_s-°" to o" 1J'-6^ ls'-o° 0 PP flange(tight to Flush plate with Inside �I' SQ 'I' Three l6d(3-1/2"}box nails of TJI joist top bottom flange with face of wall or beam Treated 2x �� .O\4 '01. �, �~\� 2-1/2"screws, 16" 210 r o" r.o^ r-0° r-o" 3'-a' s'.6" 9 6" r o° r-o r-o" a'-6" 9'-6" 17.6" Is'•6 / g ledger 31 F �� Tat 3 1/2'TJljoist flange widths 230 r-o" r-D" r_o" r 6" a'-o 6'_6^ )o'-fi"- r-o" r-°^ r-o" s'-o" 10-6^ 13'-n" 16'o" flange face mount ,Y �, / �1I $ ``�T .. typical 11#2=■i� 360 r-o^ r-o" r-o^ 3'-D" 6'-6" lo'-n" 13'•6°,angers).Attach �' I i "t".",'I I! Y Web stiffener each _ 560 t'-0" r-D" r-0" 2'-6^ 9'•0" 11'•0° ls'-0" r-0" r-o" 3'-6" 9'-❑" 14'-6" 16'-0" 18,0" / '‘.C111111 with ten lOd(3") See fastener Trus Joist I '�', Option#2: side.See sizes table below.Maintain I rim board W 4" 6" 8" 10" 12" 15" 17^ 4^ 6" 8" 10^ 12" 15' 17" Top ` �, box nails,clinched r • 2x strapping installed below, 360 ro^ r-o" 3'-a 6'-0" 9'0" 1s-o^ 1,0" 4'-0^ 9'0" 14'-6" 16'-6" 19'-6" •/ 2"distance(minimum)from 18 s.1 �j� when possible. -' I� s, at 113 joist span Tight fit 560 r o" r 0^ z-0^ 6'-0^ l0-0^ '16'5" r-o^ 6'-e" n'-6" 16'-6" 10'D" zo'-o" flange /!��/ I�% P. r '�I edge of ledger to fastener. _ locations using two 360 1'-0" 1'-0" i'-0" 3'-D" 6'-0 11'0" I5'-6" 1'-01'-6' 7-0" IZ'6' ib'-6" 19-0" 21'0" • 2-1/2"screws e W Web Stiffener Size W Web Stiffener Size 20" 560 r-o" r D" r o° r-s' S'-6" 17-0^ 16 D^ r-o" 3'-0" e'-6" la'-D^ 17-6' 19-6' 20'-6^ ;, hanger +' I Face mount Jam^ :acker block �. p r joist Fastener Allowable Load/Factored Resistance(lbs) �✓ tion#3: " 1/2" ^ 7/8" " Rectangular holes based on measurement of longest side. hanger both sides11 _ 1-3/4"rim board I"a-Rim" 10 p 1-1/2 x 2 5/16 min 2-5/16" x 2 5/16 minCt directly applied ceiling olds may be located vertically anywhere within the web.Leave 1/8"of web(minimum)at top and bottom of hole. _ of web with 3/8"lag bolt 400/630 N.A,/N.A. 1-3/4" 5/8"x 2-5/16"min 2-1/2" 1"x 2-5/16"minimumi v--J single TJI 1/2"lag bolt 475/750 325/NA. When specified on the layout, one or more of Knockouts ere located in web at approximately 12"on-center;they do hot affect hole p y placement. H2 joist H 3 LA •Allowable load determined In accordance with AC 124. pg, e three bracing options shown(Lmustl/be O 2-1/16" 3/4"x 2-5/16"min 3-1/2" 2x4 a For simple span(5'minimum)uniformly loaded joists meeting the requirements of current Trus Joist product guides,one H] ,Co Orion-resistant fasteners required for wet-service maximum size round hole may be located at the center of the joist span provided no other holes occur in the joist. cei� W applications. installed V./ U a Distances are based on the maximum uniform loads shown in current Trus Joist product guides.For other load conditions or hole configurations contact your Trus Joist representative. BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers mowh H BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE "e• 2x diameter of the largest hole(minimum) O BEARING AT WALL WINDOW HEADER CONNECTION -6^ ;4451 . 41/3 depth 1 ® ,,...1 Pat Si� s.3 1 UM' Ji r... Joist Framing o O !Dne Allowed hole o o Z Trus Joist rim board Strap per code if o 1/3 depth o o Cut only round holes and only or blocking for top plate is not Blocking in the center of beam. Urs) panel Safety bracing(1x4 \L/ (J lateral support continuous over . ROUND HOLE CHART �� minimum)at 6'on-center and s./3 span Allowed hole zone 1/3 span VI header //' extended to a braced endL ''+ -� BEAM DEPTH MAXIMUM ROUND ��.`•� M \ Atill wall. HOLE SIZE v (�i Silent Floor joist framing iFasten at each joist with4.3/8"/ •i,� 1 I 444.,*,,,,,"" does not require bridging ( ) For uniformly loaded beams only, i" 0 8d 2.112" nails minimum 5-1/2" 1-3/4" •1,,,"� . 1 �,, .I or mid s an Blockin ' ` // (see WARNING). Rectangular holes are not allowed. (0 I rt ♦ i P g /tea► 7.1/4"to 20° 2„ !'�'1 III �i 0.11 Top flange II jr IP � 1*•,. . No holes In cantilevers. See illustration for Allowed Hole Zone ]'41 / • deco fII (���/ hanger \ir No holes in hea r r beams n plank orientation. I IA II Face mount ,e"....,47. �� . c„) hanger DO Nor bevel cut Iola Al �� Parallam®PSI or beyond inside fare of o � Rim board Joint TimberStrand® See current Trus Joist "toted untreated wood from direct contact wall. EZ ` �� between joists \ TJI JOIST ATTACHMENT at BEARING L] LSL ColumnC.) L3 + ! *114".V. o literature for framingwith concrete `'� ` / A3T11 Joist to Bearing Plate Squash Blocks to T1l Joist(Load connectors 1-1 -� Trus Joist rim board bearing Wall above) ���� .r � fir• a �� case/' /` ` ��.- One lOd(3")box Seat tuft must be within nail into each flange r--1 + CONNECTION OF MULTIPLE PIECES OF " f`1 u 0 wall One 8d(2-1/2) ri) C O TOP-LOADED\1 BEAMS(1) ��'.%r `` box Hall eachm cry di u \� side.DriveWaitsBEARING AT COLUMN1400.44*•••• I� a` C. G ,; 1-3/4"Width Pieces: TJI rim joist t atanan leat _�`�� • a/ xLr') --" w\ , 0:0 g 1►� i'. 'lc tit - l✓ _ 1. Trus Joist least 1-1/2"fromI ` 00 (r m p • Minimum of 3 rows 70d(3"x 0.128")nails at 12"O.C. (N, 44111% ` ` rim board end. 1-314"minimum bearing / r~ �. •o at end suppo t;3.1/2" �r t- pVerify Parallam PSL or Minimum of 4 rows 10d(3"x 0.128")nails at ELEVATED COLUMN � minimum at intermediate � CdryTimber5trand LSL 12"0-c.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE support / .♦ �+ v �G 'Cf column CAP � • �> : � Ll Sheer transfer:Connections equivalent to �` I� ttS O If) +-, If using 12d(3-1/4")or larger nails,the / ,� floor panel nailing schedule ,-+ ,.E AlliN O capacity and beam number of nailing rows may be reduced �� . Optional �\ 0 1/ CO ca u bearing length. by one, 4 �� non-shrink ; I t� 4� �110 , Rim to TJi Joist v M See current grout ,II +, t. Trus lout 3-1/2"Width Pieces: r 1 0 y�� .� �/ VOI.''N. True Joist rim board or 5 v literature.00 �p a 1-3/4"wide TJI rim . t!� J tt,J +••"I Minimum of 2 rows 1/2"bolts III Posti ��� I; M at 24"o.c.staggered 9 9 y nail into each flan a oistToe nail witR 10. 41 C l � r ' JoittOne lOd(3")box 3-1/2"wide TJI rim s.4 1 • f? •-N I g J TJI floor N G 41 11 Mr141/4414 3" box Halls,one each )mss t (1)Load mud be applied evenly across entire �'�\ � ( ) boom width.Otherwise,use connections for side-loaded beams. O • 2-1112mIlho/Oct wide O ii7 side of T11 joist flange '� Ti)rim JotstOne 16d x+ Additionalormaybe required Bunting �� Use B1 or B2 at G / (3-1/2")box nail into each onailingbolting q P] CI P3 �- 64 wi n blocking termediate bearings flange L5 L6 side-loaded multiple-member beams.Refer to current g / , 3-t/2^wide panels load bearing or shear T11 rim joist iiiiiTop View product literature. at cense line wall from above �---, 41%,,... " of support `�' `e \ • ofFLOORPANELS �`// Braced end wall V) FASTENING / BEAM ATTACHMENT at BEARING W �tl ///// see note 3 under Trus Joist rim and \/ bo Closest On-Center Spacing per Row \\`� WARNING Q P. Nail Size TJI Trus Joist rim board Timber5trand LSL Hl �► o ♦ U _ - ,- One lOd(3")Bax 1110 and 210 1230,360 and 560 1" 1.1/2" 1-s./2"or wider Microllam LVL Parailam PSI. ' �\ nail each side of U 8d 2.1 2" box 2"1/2" 2" 6" 4" 4O \ _ member at bearing, ( / ) te- ��►� 1.1/2"minimum from endc4 ,„. ad(2-1/2")common 3.1/2" 2" 6" 4" 3" 3" 3" a `\ Itiklik in L1\ Q10d(3"),12d(3-1/4")box 3" 2" 6" 4" INSTALLATION TIPSL4 O Drive nails at an Sen framing plan Of applicable)or Framer's Pocket 0.1/2" 3" 6" 4" 4" 4" 4' O \� angle to minimize Guide for minimum e»d and intermediate bearing .. tM tOd(3"),12d(3-1/4")common Sssbfloor adhesive cacti improve floor performance,but spllttin of la 16d(3.1/2")common N.A. 4" l6" 6"P1 6"in 8" 6may not be required, xterlOr Deck g plate lengths. (1)Can be reduced m 4"on-renter with maximum mail penetration of 1.3.8"into the narrow edge. - When joists are doubled at non-load bearing parallel O O \ partitions,space joists apart the width of the wall 144444100•0000000/"."°"" Structural5 ttdGhment E"t Recommended nailing is 12"on-center in field and 6"on-center along for plumbing or HVAC. I sheathing edge.Nailing requirements on engineered drawings supersede Additional joist at plumbing drop(see detail). " ,\� sheathing recommendations. �� DO NOT use sawnb lumber Nailing rows must be offset at least 1/2"'and staggered. O for rim board orblocking. 5 14 ga.staples may be substituted for 8d(2-1/2")nails If minimum penetration O ` Sawn lumber mayrhrink " of 1" Into the T11 joist or rim board is a thieved. Protect �"` after installation. / ` WA RN 'N G -_ r as untreated wood Or '° See ALLOWABLE / i'` Joists are unstable until braced laterally \ �/ A i� /� from direct HOLES W Farthest on-Center Spacing per Row ® ` '\ ' Maximum spacing of nails is: I contact with " Ear joist widths 1-314"or less; 18"on-center I I concrete } . I' Bracing/ne/udes �r F,pr joist widths greater than 1.3/4": 2:4"on-center ` - •Blocking •Sheathing -� ♦ -• •Hangers •Rsm Board '=""' DO Nor allow workers to walk on .Strut Lines .Rim foist DO NOT stack building materials Y Li N Y /'�' r /" joists on unsheathed joists.Stack only FILLER and BACKER BLOCK SIZES Shifted Joist •dditional .RPriph until braced. over beams or walls,T11 Flange Widths 1-3/4'" 2-1/16" 2-5/16" 3-1/2" Joist (%lf� 9-1/2"orPlumbing drop Bearing plate to Y*± iNIURYMAYRESULT.be flush with inside WARNING NOTES,- ��' 9-1/2"or _ 14"or 9-1/2"or 14"or 18"or 14"or 18"or A We Weyer causer Business ,, .Ni Depth I 14" 11-718• 11-7/8° 16" 20" 1s.-718" 16" 20" Squash blocks and blocking panels ca stacked face of wail or y Lack of concern for proper bracing during construction can result In serious accidents.Under normal condittons.ifIti �, _ 11-7/B" 16" m beam P P g g L t�'`' \ ~� 2x6+ ta5+ ,cx6+ zxtS+ 2x12+1/2" vertical loads(details B1 and 62).Packing out the _ .;�.; Cd Filler Block 3/8" 3/8" 1/2" 1/2" Two Two Two web of a TJl joist(with web stiffeners)is nota following guidelines are observed,accidents will be avoided. ',,,-7,^:1/•• ,.' ; C. ., .• Zx6 2x8 sheathing 2x6 2x8 2x12 --•::` '•li 4 e,Ts ' `' \- (Detail H2) sheathing sheathing sheathin sheathing substitute for squash blocks or blocking panels. ", r' } es i.i t t.rs_c. �' 1.All blocking,hangers,rim boards and rim Joists at the end supports of the TAJoists must be completely installed and properly nailed- ✓. }f_ 2x10 2x6+3/8" s:. `" .r ny .},'•,. " 2.Lateral strength,like a braced end wall or an existing deck,must be established at the ends of the bay.This can also be '' F - ' 'e�+f n`q Cantilever Filler 2xG2x10+3/8" 2x6+i/2" 2x10+1/2" Not f t Ff .p ' ipi:. " , (Detail E4) 4'-0" 6'-0" sheathing sheathing sheathing Sheathing Not applicable accomplished by a temporary or permanent deck{sheathing)fastened to the first 4 fed of pasts at the end of the hay. x- +""._- 4-!•,e;.,'•"`lt applicable +J ' 1q DRAWN: MH t MS long long 4'-0"long G'-0"long 4'-0°long b'-0"long 3.Safety bracing lines of lx4(minimum)must be nailed to a braced end wall or sheathed area as In note 2 and to each joist.Without this 'pit ' t','':. "• r,, bracing.buckling sideways or rollover h highly probable under light construction loads•like a worker or one layer of unnailed sheathing. i't+ }�.�^ •.`sk,"' It'"•: Backer Block* 4.Sheathing must be totally attached to each TJI joist before additional loads can be placed on the system. "" 'M SCALE: 1/4"=1'-0" 5/8"or' 3/4•or JOB#: (Detail Fl 1"Net 2X6 2x8 2x12 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. _ 3/4" 7/8" \114..4,,,.7 or H2) "•= *!f necessary,increase filler and backer block height for few mount hangers.Alantain Or gap at top of patch see detail W.Filler and backer block lengths should "• s�:* vim. 6.The flanges must remain straight within a tolerance of 1/2"from true alignment. ;°"�"`. . accomodate required nailingwithout splitting/)2'minimt"m for backer bfotks and 24"mfnimum for f tiler blocks.). i �' "'•-> , �'.�• January 04,2012 This sheet is intended as a supplement to the Trus Joist Framers Pocket Guide, which should be referenced for additional information. � r/ ;i SHEET NUMBER: -'R � rlas..,;i.n�••t^�''fi�.xr,��V_'-yJ,ir'� Ak, kus4 ^kir-. £:.'~x e;' PAINTER TO PRiME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK, CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRiOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FiNAL PAYMENT FROM OWNERS. REVISIONS: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION 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. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH • BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framingand shear wall connections for rafter, ceilingor truss to topplate shall be in CEILING JOIST 8'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 10'WALL: 4 8d COMMON JOIST 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 PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL _ CURRENT SBC HiGH WiND EDITION, WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE EACHFACE 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 3.4 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAiL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 . $d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAiL DESIGN LOAD CALCULATIONS 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (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 W responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under 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 NAIL NAIL NOTES _ GAURDRAILS (ANY DIRECTION) 200 Cp QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt rip specific use expressed or implied in the use of theseplans. spacingis to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL W p p p P P g 2 - 16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION F' 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE r� z INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE `.J Z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE E' P PP attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAIL Sym.: gFiRE PROTECTION W � 7). The General Contractor is to consult with the owner for all built-in items 1/2 inchgypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. atpanel HEADER TO 16" O.C. FACE SEE FLOOR PLANS 116d COMMON (SMOKE & CO2 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 Z in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 0 8). Wind load requirements shell meet or exceed during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK U 6). TYPE Ii EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES:Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOiST 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD 4.4 determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMINGHAZARDS . Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. NAIL NAIL . interior shearwalls are used. Sheathing and connections shall be in accordance with JOiNT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. - 20 LBS. 120 B SEVERE 3 FT. 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4- 8d COMMON JOIST NAIL to Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SH EATHiNG REQU i REMENTS FOR WIND LOADS: c - 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d 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 T`.J� BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: 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 BLOCKING TO: 3 - 16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C, Sd COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) U SILL OR TOP PLATE - BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge Q 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 COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 p.,, attached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. - NOTES o JOiST ON LEDGER O DECK AND COVERED PORCH NOTES. 3 - 8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL 1 pp. N.Y.S. Residential Construction Code. A 6-milpolyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber, THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. Z W PP g BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAiL1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, ) BAND JOiST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. f-1 r2 r2 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON C,) Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. - ROOF SHEATHING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G,0.49. 1.--1For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAiL Edition Wood FramingConstruction Manual. 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Q.f�, SPACING Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. - 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with 6,0.49. For U below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d 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. ICEILING - 4). Deck joists to have blocking at 8'0 o.c.. SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES o 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL _ ,--, otherwise. JOiNT DESCRIPTION �,, a Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) M m a� $ 4' EDGE ZONE Sd COMMON @ 6" O.C. 8d COMMON @ 12" O.C. a. o , where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD x 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS o rn '" .2 Bearing wall headers to have (2)jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 P" ra a, 6), Concrete piers shall be a minimum 6" above grade. O , " o openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: , 'g Ct ,0 openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES " z „Lit '� 7). All joists to be supported with hangers and anchors. openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire Each Joist shall also be anchored NAIL NAIL o °' to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. c and blocking where applicable. QTY. SPACING o o 4 a 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall u co 4 z 5). All flush beams/headers to be installed with heavydutygalvinized hangers and 8d COMMON q E g PANELS WFCM - SBC be used. v en _ -� anchors where applicable to all connecting joists. PLUMBING NOTES * �' 7/16" OSB 3" O.C. EDGE N aJ E a 6d COMMON � 6). Double u floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting#o be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o w p ) P 1 PP Y• g g P 4 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. t� on plans. WALLBOARD 5d COOLERS 10" O.0 . FIELD 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. 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 Eall w provide adequate bracing and Tates to protect and secure the structure. Verify with the JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOiL TEST TO VERIFY 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Y QTY. SPACING itt where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. PP STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. v HVAC SYSTEM NOTES 12" O.C. FIELD 8d COMCOMMON0 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists 1" OR LESS 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. c,T4Cl) 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 2-MAX TRiPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. "et 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 0► requirements. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF N needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED iN SCHEDULE NOTES ONLY. '`"' 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick, 4-ply Fir equipment supplier. 1). Nailing requirements are based on wall sheathing by current NYS Residential Code-FIREBLOCKING REQUIRED CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. asrequired 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) V Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. 0 gcr) 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor Fireblocking shall be provided in wood-frame construction in the following locations. shear capacities, nailing requirements for structural g✓ adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor r over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructedIF 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and using parallel rows of studs or staggered studs, "", 2). When wall sheathing is continuous over connected ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. , �, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, ,�,� to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted dropceilings and cove ceilings. ' A" g P g + 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required bycurrent to be reduced col - 16d nail per foot. ;�`"4: .,-°--,•n a- 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces *, 4t,::„j #S ,htt 14). All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or N.Y.S. Residential Construction Code. a . '{'`, `° . *''A. \, under stairs shall comply with current N.Y.S.Residential Code. �1 .,, ,,! . approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM •-/ - �4 . ,,,et"; ' ° .*. torch down type material over. 4).At openings around vents,pipes and ducts at ceilingand floor level,to resist the free passage of 1"'` �4't' -'ls,,,�Y, `'T" ' flame and productsof combustion. P g 7y° �:' 1. k .. �S; DRAWN: MH/MS 1'; 't "� 'Si SCALE: 1/4"=-V-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. - ;;',,, JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. May May 17,2012 'i .x * x "" +', .>°' SHEET NUMBER: •:ami?',_.'',.x, .t�.1.- , ,_,•;. :., xr: • 11011 5 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FiNAL PAYMENT FROM OWNERS, REVISIONS: - I' L --- /� `•• LIGHTS ABOVE ' WORK SHOP a a d � H''-.1 , - t...) VI � — . „IL) ELECTRICAL NOTES —� '� di s ,. • * � - " W �� o x Ise W off ww LIGHT Q W General Requirements FIXTURE GARAGE r fV 2 1/2" CEILING BOX yy " 1.Install I wall-switch-controlled lighting outlet is required in every MIN. MIRROR .4,_ OR LIGHT FIXTURE t ® +p habitable room,hallway,stairway,attached garage,and outdoor entrance. ,11 Exception:In habitable roans other than kitchens and bathrooms one or more GFCI _ receptacles controlled by a wall switch are permitted in lieu of lighting outlets. SWITCH GFCI RECEPTACLE (may/, 1 TO LIGHT FIXTURE If) RECEPTACLE �� 'ti • 2.In every kitchen,family room,dining room,den,breakfast ram,living room, IN SAME CIRCUIT sunroom,bedroom,recreation room,and similar rooms,receptacle outlets must a MAX.4'•0";3'-8" RE EPTACLE ..�°�^4- Ili ` ~ be installed so that no point along the floor line is farther than 12 ft,measured IF COUNTER IS o oro—+t- �� horizontally,from an outlet,inducting any wall space 2 ft or wore wide and the O LESS THAN 20" -„•rte„ �. .. wall space occupied by sliding panels In exterior walls. 4, DEEP;3'-6"FOR I • I I • F' l \ u ACCESSIBLE .,-,..,.� 3.A minimum of two#12 wire 20-A small appliance circuits are required to serve -4® LAVATORY z `' only small appliance outlets,including refrigeration equipment,in the kitchen, `r' pantry,dining room,breakfast room,and family room.Both circuits must extend _ -it a to the kitchen;the other rooms may be served ",--co by one or both of them.No other \ r\ i I \ \ I outlets may be connected to these circuits,except a receptacle installed solely for 18"ACCESSIBLE I an etecttic clock In kitchen and dining areas,receptacle outlets must be installed BATHROOM BASEMENT, HOLE3/4L INO 1"DID. "i, at each and everycounter space wider than 12 In. RECEPTACLE STUD P LAUNDRY, CENTER 4.A minimum of one#12 wire 20-A circuit must be provided to supply the laundry UTILITY ROOM 11 ' receptacle(s),and it may have no other outlets. '1 5.At least one receptacle outlet must be Installed in the bathroOOm near the basin and DRILL THROUGH must be provided with ground fault circuit interrupter protection. SOLE PLATE TO Iv, Csit 6.Install 15-and 20-A circuits to supply three watts of power for -tern"Nk -��if LEVEL every square foot of floor space,not including garage and open porch areas. . L ct W Provide a minimum one circuit per 500 sq ft. TOP OF SWITCH 7.Install 1(min.)exterior receptacle outlet In the front and rear of house.Outlets ALL WIRING TO BE COPPER BOX 44'TO 48" ABOVE FINISHED SWITCH BOX FOR CABLE STAPLED "� must be provided with ground fault circuit Interrupter protection and be weather (NO ALUMINUM) FLOOR /� CEILING LIGHT AND TO SIDE OF STUDS, 1ST. FLOOR PLAN tight. g,tAS PER CODE cooH TO JUNCTION OUTLETS CABLE 8.A minimum of one receptacle outlet Is required in basement and garage,in addition „,..,----- _,,,,....1"------ TO i i to the one in the laundry.In attached garages it must be provided with ground faultOUTLET BOX SCALE■ 1/41' 1 I ` Circuit interrupter protection.Additional outlets to be installed in Ceiling for each i a Q overhead door. TDP OF RECEPTACLE 9.Install a smoke detector in the hallway outside bedrooms or above the stairway 12”TO 16"ABOVE leading to upper floor bedrooms.Install 1(min.)smoke detector and Co2 detector FINISHED FLOOR ' W on each floor,garage and basement. NOTE 10.Disconnect switches are required. In metal stud construction,cables are passed through precut openings in place of field-drilled holes. 11).Provide undergnund service to circuit box and 200 amp service. — 1 U E-" 12).Refer to the National Electrical Code(NEC)and local codes for �� ,11, .�.� :_rE._.i further Information on residential requirements. ('`-f\J --..r •p.4 13).Install 1 fan in each bathroom with no window.Review plans with owner/ ELECTRICAL LEGEND Architect for additional fans to be Installed. t ONE LIGHT CONTROLLED WITH SWITCH. ONE LIGHT CONTROLLED BY SWITCH. "V/ 14).Review plans with owner/Architect for Dimmers,3-way switches,recessed and ORDINARY SINGLE POLE SWITCH PILOT LIGHT AT SINGLE POLE SWITCH / U additional lighting,computer,cable and telephone locations. LOCATION �T 15).Install:30 amp dryer circuit,40/50 amp oven/cooktop circuit and A-C wiring. ELECTRICAL SYMBOL ELECTRICAL SYMBOL / - __ �_ --- 16).Review plans with owner/architect for heating/air zones. .-- 8 8 - - ---- -. - - . 17).Install 1 wall-switch-controlled light In each walk-in closet. L-I— –�.._.I t�---�.,�J SINGLE POLE SWITCH $ 8' FLOURESCENT FIXTURE �' r O 18).Top of receptacles to be 12-16"above finished floor. 3-WAY SWITCH 13 PORCELAIN CEILING FIXTURE w PULL SWITCH - r - - „ N v E 19).Top of Switch box to be 44-48"above finished floor. r ( M {� ONE LIGHT CONTROLLED FROM ONE LIGHT CONTROLLED FROM TWO _..- _ _._ter, c+) I O 20).Holes for wiring to be 3/4"-1"dia.and must be drilled In the middle of THREE LOCATIONS.ONE 4-WAY LOCATIONS.TWO 3-WAY SWITCHES OUTLET itb RECESSED CEILING LIGHT < ' ' 1 cs C-..each stud. AND TWO 3-WAY SWITCHES '_- r \ O ria v NEUTRAL NEUTRAL GFCI OUTLET 0 CHANDELIER oo� ,------ __-_-__ -__-� , ] x lit:-O C1-�4J e-1 y-, PHASE PHASE ;' U WP OUTLET WALL MOUNTED SCONCE FIXTURE 6' A ' w 1 Sg W O) u a; F ocl \ Oili N .5 ,..2 4 ,t CABLE TV OUTLET 7 Q 0 p CEILING FAN ....-�-� ,� E _ _ !, \ c u I CU\ on N O W TELEPHONE OUTLET Q EXHAUST FANf, o-, u) F NOTE: W CEILING FAN NOT ADDED 1C I t22221 DUE TO VERY LOW CEILING , ctl,$) 11 STORAGE 7•6"CEILING HEIGHT r correl U) ".. / / cm H Q ��,{{ V • ....,____.-. II ,,,r _ . , dilli 2ND. FLOOR PLAN .,,,14. ,,1 SCALE: 1/411 = 11 ...,'.ap, 4„,-i4.-•,,,;,,, r,A• { z t.t:.' ..< DRAWN: MH/MS • '*'t'',.t%mo i i��^ ,Y.. '.`"',;*'" �"• 4!' SCALE: 1/4"=1'-0" wnLL� ; : • If "` '' : `e JOB#: * :.,='x .: January 04,2012 i\ iss4 ,, ...„-•„'• � ^ 9 SHEET NUMBER: PAINTER TO PRIMIE AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK, CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 3 J MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.