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HomeMy WebLinkAbout37647-Z y~FFpt Town of Southold Annex 3/25/2014 P.O. Box 1179 54375 Main Road al Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36821 Date: 3/25/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2000 Laurel Trail, Laurel, SCTM 473889 Sec/Block/Lot: 125.4-24.16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/10/2010 pursuant to which Building Permit No. 37647 dated 11/27/2012 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, stone patio with hot tub and attached two car garage as applied for. The certificate is issued to Robert & Nancy Bell (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-09-0065 6/6/12 ELECTRICAL CERTIFICATE NO. 37647 1/21/14 PLUMBERS CERTIFICATION DATED 11/28/12 Thomas Herman c An or' ed Si tatur TOWN OF SOUTHOLD A BUILDING DEPARTMENT TOWN CLERK'S OFFICE $9 SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit 37647 Date: 11/27/2012 Permission is hereby granted to: ROBERT & NANCY BELL 2000 LAUREL TRAIL LAUREL, NY 11948 To: CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTTACHED TWO CAR GARAGE, COVERED FRONT PORCH & REAR RAISED PATION WITH HOT TUB AS APPLIED FOR.REPLACES EXPIRED B.P. # 35555 At premises located at: 2000 LAUREL TRAIL LAUREL SCTM # 473889 Sec/Block/Lot # 125.-4-24.16 Pursuant to application dated 5/10/2010 and approved by the Building Inspector. To expire on 5/28/2014. Fees: PERMIT RENEWAL $1,694.60 CO - NEW DWELLING $50.00 Total: $1,744.60 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) 7 PERMIT NO. 35555 Z Date MAY 24, 2010 Permission is hereby granted to: ROBERT & NANCY BELL 233 RAYMOND STREET ROCKVILLE CENTRE,NY 11570 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTTACHED TWO CAR GARAGE, COVERED FRONT PORCH & REAR RAISED PATIO. WITH HOT TUB AS APPLIED FOR at premises located at 2000 LAUREL TRAIL LAUREL County Tax Map No. 473889 Section 125 Block 0004 Lot No. 024.016 pursuant to application dated MAY 10, 2010 and approved by the Building inspector to expire on NOVEMBER 24, 2011. Fee $ 3,389.20 D C~ Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: 2-6)f5 L U.A ~ 12~ House No. 4 Street Hamlet Owner or Owners of Property: D V~~Q Suffolk County Tax Map No 1000, Section 12-S Block Lot _(2 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate _ Final Certificate: (check one) Fee Submitted: $ Applicant Signature 7- pF SOl/lyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road T Fax (631) 765-9502 P.O. Box 1179 Southold, NY 11971-0959 • ~O roger. rlCheli(CDtOWn.SOUthOId.nV.US COUlim N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bell Address: 2000 Laurel Trail City: Laurel St: NY Zip: 11948 Building Permit 37647 Section: 125 Block: 4 Lot: 24.16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Luminaire Electric License No: 37665-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 300a Heat Duplec Recpt 54 Ceiling Fixtures 20 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 15 Wall Fixtures 23 Smoke Detectors 8 Main Panel 2-15 A/C Condenser Single Recpt 2 Recessed Fixtures 69 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 13 Pumps Transformer Appliances dw Dryer Recpt 1-30 Emergency Fixture Time Clocks 1 Disconnect 2-15 Switches 86 Twist Lock Exit Fixtures TVSS Other Equipment: NEW HOUSE to include HOT TlJ6, hot tub bonding, 2-pumps, 1-blower, 1-pool lig gas hot tub heater, 1-hydromassage tub, 7-paddle fans, 4-exhaust fans, 7-under counter lights, 5-ARC fault circuit breakers, Notes: 300a underground service Inspector Signature: 124WI:n--` Date: Jan 21 2014 81-Cert Electrical Compliance Form.xls pECE WE oD BLDG.DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: I o~ Building Permit No. 35555 Owner: R 06C OT 8EL L- (Pllease print)) Plumber: WorneS HC-: m(-)k (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this O day of bV 20_LL Z& a, AI NotaryPublic, oj County w. ~ IM11 ptp Comudesia+E -3 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 NSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ J FIRE RESISTANT C0NS7RWn0N [ ) FIRE RESISTANT PENETRATION REMARKS: DATE 3 INSPECTOR so&,X can; TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. KFOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ l SRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: i DATE INSPECTOR 9-0, A TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUN ATION 1 ST [ ] ROUGH PLBG. r ] F NDATION 2ND [ ] INSULATION FRAMING / N [ ] FINAL [ ] FIREPLACE a HIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION REMARKS: All _ S DATE INSPECTOR #OF SOf/l TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTI N [ ] FOUNDATION 1ST [ OUCH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESIST CONSTRtl IM ( ] FIRE RESISTANT PENETRATION REMARKS. C h?~ /w ~ ~~v,.,~„?`~/ ir, ,lam F ~!L J C L ( w ~ DATE INSPECTOR 3 *cev 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 INSPECTOR ~ .S,OF SOOT # 3ssss TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST ROUGH PLOG. JZ~; [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ) FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FM RESISTANT CONSTRUCTION [ ) FIRE RESISTANT PENETRATION REMARKS: B DATE 3- g INSPECTOR " ° ' -110QII ~ ~F OF 8W/T f w N'tft TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECT ON [ ] FOUND TION 1ST [ ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]RAE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETMTIMN REMARKS: oL!it-7) DATE ~ INSPECTOR i 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 REMARKS: ~'y Sj~aDS G 7 7 Y7-) 14 I o~O,Of SO~T~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLOD. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT COMMUCTION FIRE RESISTANT PENETRATION REMARKS: U ~ DATE s _ INSPECTOR " , I O~,l of smolt 41 ! TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 F INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE 1 ~L/ INSPECTOR ~C ~4 S pf all ~TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK_ (Akq DATE 1 INSPECTOR -//L 370 5~~~ ~o~~,oe souryob pie r~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ j'FIRE IN UL 1 N ]FRAMING /STRAPPING FIN FIREPLACE & CHIMNEY SA INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ? ~ 1 L emu.- i ~I DATE / INSPECTOR ~CHITECT 3 ~ U q l MARK SCHWARTZ & ASSOCIATES 2649;) Main Road • PO Box 933. Ctm hoguc, NY 11935) 631.734.4165 ~rwa:mk+archi~cet.iom February 23, 2013 Southold Town Building Department P.O. Box 1179 Main Road Southold, New York 11971 Re: Bell House 2000 Laurel Trail Laurel, New York (SCTM# 1000-125-04-24.16) To Whom This May Concern: I have been to the site and reviewed the as-built construction. The insulation and fire caulking have been installed as per plans. I hereby certify, to the best of my knowledge, the fire caulking and insulation work has been completed and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly your V~ sue- .tk ~r ~~e `qf R 4, eE M d, { ti' A f Mark Schwartz 1 I FEB 25 2013 p,1r;~ ote1. A1A Delfino Insulation III 119 Stephen Hands Path East Hampton, New York 11937 Phone: 631-329-7181 Fax: 631-329-7159 Insulation Certificate Job Location: 2000 Laurel Trail Laurel, NY 11948 WORK AREA ITEM INSTALLED TO CODE Attic Roofline 8" Foam Lok Open Cell R-31.2 Radiant No Tear & Baffles Gable Walls 5" Foam Lok Open Cell R-19.5 2x6 Exterior Walls 5" Foam Lok Open Cell R-19.5 Boxends 5" Foam Lok Open Cell R-19.5 2x14 Closed Flat Ceiling 8" Foam Lok Open Cell R-31.2 Cantelievers 2" Foam Lok Closed Cell R-30 Fiberglass Batt R-42.4 Exterior Garage Ceiling 2" Foam Lok Closed Cell R-30 Fiberglass Batt R-42.4 Interior Garage Wall 5" Foam Lok Open Cell R-19.5 Stairwell To Basement R-21 Kraft High Density SD-Common Walls R-11 Kraft Faced SD-18t Floor Ceiling R-19 Unfaced Firecaulking Install firecaulk to code Customer: Malta Construction PO Box 657 Yaphank, NY 11980 11EC 2 9 2011 Proposal 17497 Date Completed: y 36 Bl>~. DEPT. Nis of 9WHOW Delfino Insulation III /Gt7i~ FIELD N REPORT DATE COMMENTS - c ~ro FOUNDATION (1ST) 1 6~ y FOUNDATION (ZND) V 0 q-2' C y, C1 ROUGH FRAMING & n on. I PLUMBING A- ~J2 `s CRAZE Lf ~ INSULATION PER N. Y. y STATE ENERGY CODE ~r? d FINAL AZ-4 i~ 3 ADDITIONAL COMMEN aS. o ?-16"-/~ z Ja -~q~ll E n~ d~ " 'ILI 0 x 25l'.~) ~e Ce S 6 ' a oe cc, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 < Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined , 20 b Storm-Water Assessment Form Contact: Approved 200 Mail to: d,,-14 /L 7-0 Disapproved a/c Phone: 4-1 apJ- Expiration , 20_~_ ` / AA Building Inspector APPLICATION FOR BUILDING PERMIT Date - p 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as her ' cribed. The applicant agrees to comply with all applicable laws, ordinances, building code, housin e, and reg o , nd to admit authorized inspectors on premises and in building for necessary inspections. L1~/6 (Signature of applic name, if a corporation) f d v C (Mailing address of applicant) State whether applicant is owner, Jesse (,agen:t,,architect ngineer, general contractor, electrician, plumber or builder Name of owner of premises I06e~ ~ / y A /C cz USG L (As on he tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: / 1000 L4V4f Te-II L4Ux° *rc- _ House Number Street /Hamlet L County Tax Map No. 1000 Section Z Srvr•yZ 1A 9U Yf.\IvN Lot 2 6 Subdivision k MIwin Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VA C 4 ,y b. Intended use and occupancy~~~N L C f i9 //'1/ C rn deE f 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Te E jwc ttxJ Y 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 Height Number of Stories , c 'r L' 'e 9. Size of lot: Front ear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ` 11, 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO k 13. Will lot be re-graded? YES NO//~ Will excess fill be removed from premises? YES NO 14. Names of Owner of premises 9E(,- Address Phone No. 1-16 ' 4 J0 - 673/ Name of Architect T Z Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY~EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) ~9"- / C ~ w ~ ~ being duly sworn, deposes and says that (s)he is the applicant s (Name of individual signing c ntract) above named, (S)He is the (Contractor Agent orporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20/ O HVML IMYORK Signatur of 1' ant Nota Pu is NOTARYPUBLIC -STATE NO. 01""1811016 CUALIFIED IN SUFFOLK COUNTY COMLOSBION EXPIRES 06130/2 pA 5 y~ t 0 ho~~of SO(/ryo~ (Le c ~~I Town Hall Annex 41 Telephone (631) 765.1802 54375 Main Road (652 P.O. Box 1179 roger.richertCd?o 6n312 .you59 76trnlo tla.ny.us Southold, NY 11971-0959 °V~I1t~ BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:©~T Date: ~J~~ aoi o Company Name: Name: License No.: Address: Phone No.: ~j~ 6 ~p 673/ JOBSITE INFORMATION: (*Indicates required information) *Address: 00© L.4u%EG Tit.9~G. G.4d~tEG y i/or/ *Cross Street: *Phone No.: S76 Goo 67~/ Permit No.: 3 Tax Map District: 1000 Section: z 57- Block: moo y Lot: ozc,/o/6 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is. job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 313hase 100 150 200 300 350 400 Other *New Service: Re connect ndergrou Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form S a x in Roa SM Tdq)hom (631) 765.18UE P OSBooc 1179 ~Oger rlChelt(m1oNrt1 SOUtl101d nV us Swd K4 NY 119714959 ~v1YY .Y BUILDINGDEPARf WWr TOWN OF SOUTH 0LD APPLICATION FOR ELECTRICAL INSPECTION Date: iS =io pany Name: L v vn y~c~ - I - [Address: UESTED BY. e: , 63 S~EEf~w~v .L~ 2~ 6Tat72 nse. No.: 3 76~ S /rim ~ a 2 ox 7 o ne-No.:0K Ca31- ~y~ F?20 JOBSITE INFORMATION: (`Indicates required information) *Name: l9e /3E *Address: ?000 p u g~u~ 12A, L *Cross street: /2%,,57 5- *Phone No.: Permit No.: 3sS~~ Tax Map District: 1000 Section: 214,1 `BRIEF DESCRIPTION OF WORK (Please Print ClsaHy) 30Oy,~~~ lleUo~P24 aria . (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final. `Do you need a Temp Certificate: NO Temp -Information (if needed) - *Service Size: 1 Phase. 3Phase 100 150. 200 C-300~) 350 400 Other. `New Service: Re-corm Undergroun Number of Meters Change of Service Fbea Additional Information: PAYMENT DUE WITH APPLICATION / l Mar.09.2011 10:11 Robert G. Bell Jr. 1 843 681 5878 PAGE. l/ 3 z-- A-11F fl? /V400 CON Sr/I v c'Yr 4r. Lf4~t~L~- A.' 4C J /N A +-r A C~~sr~ vc. yi &A.1 3 s~sr~~ pF SOUlyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road T Fax (631) 765-9502 P.O. Box 1179 G Southold, NY 11971-0959 Cow, BUILDING DEPARTMENT TOWN OF SOUTHOLD March 18, 2014 Robert & Nancy Bell 2000 Laurel Trail Laurel, NY 11948 TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: qtApplication Final Survey Required for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411184) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: BP- 37647- Single Family Dwelling REVISIONS: 1 L~ mmLL Iw30N3 _ L'; ''1 0 REV, p 00 PROPOSED I ui C7) LL uJ OPEN SPACE 150' RADIUS > 'V W 0 N ? J f FROM SEPTIC W Q4 y O _ SCTMYIOOD126#24.16 1 _ ~ W ¢ ~o asp o 0 PROPOSED v 31: Ln z ~p DO i Ba 583.65 < / A G- E W r 10 A Im (LA O~+ GitADE) a m ~O LLU - tj LOT 23 O O_Imq ~{a' 7 1f1 L PROPOSED m Ir 13 30.00' O ASPHALT ,p 'm 3 Y DRIVEWAY e mQwZrsm U a s o\ O o ~ / PRO_,,,,,P~On E '00 13.0 STO . : $ m / $ \ ` w; PROPOSED SEPTIC SYSTEM Y U ; ryor) \ lo QO' m E.P. T E PROPOSED 8 f 3 e MIN. 10'SEPERATION 0 BETWEEN SEPTIC SYSTEM 0 Lor 22 I ~ ~ E: 1 AND WATER LINE REQUIRED C W NACANT) OPEN SPACE wv1 A B 3 P nv I £ SEPTIC SYSTEM LOCATIONS I O P UTILITY \ 4 •'w°wEE° ®wr • . xxr I ` BOXES Z 159 RADIUS ° E a « PROPOSED R= 402.68° L= 138.30' A < Mw.IO RVEMII°N 1 O \ ® EL. 39.3' W ~~..77 FROM SEPTIC I eEx.ue«s®ne nsrtrn 150'RADIUS I C.B. ® WATER METER .wowxea urveaEwiamE 1 \ M FROM SEPTIC' O h 138.30 waES n.e' O + EL386 PARTIAL SITE PLAN La¦ ~H \ SCALE: 1" = 20'-0' Q~ LAUREL TRAIL SCTM# 1000-125-04-24.16 a~ FNS DWELLING PUBLIC WATER OR A \ \ 150' RADIUS / /{,g ? ' _ n.-... FROM SEPTIC i t[[ SITE PLAN DRAWN: MH/Mb SCALE: SEE PLAN SCALE: 1" = 40'-0' , diGG 3DB«. F.dFI^ES : + ' z D~wx,2z2om 9NEET NIIMRER: L _ 13VAL I MEETS AND BOUNDS TAKEN FROM SURVEY BY: -____t ` PECONIC SURVEYORS. P.C. (631) 765-1797 DATED: S-1 / SURVEYED: OCTOBER 19,2009 a REVIS. U.s6: HEALTH 10/30/09 DEPT. SCHDS Fv}v09 PROPOSED SEPTIC SYSTEM DETAIL TEST HOLE DATA N.T.S. _ DATA SUPPLIED BY: McDONALD GEOSCIENCE ' Br1 1'AY MIN. HOUSE-. B6fi Vf 1I ZA - 3]. 3'CIfAN °-DIA IOMDPIPE - 5.NDCOUM.. BOX 1000, SOUTHOLD, NY 11791 (631) 765-3677 5 R.a ve'.ia Prr2li P WS APPROVED PIPE WaKSCTANX DDOm n n.5auw-) DOLT ) u T q Tom/ „ 3 ca Z b aoEtPx ltHIIN 0pQOLS MIXED SAND AND LOAM pJ s O T DTmAQµ) Y c 3'4MW.T0 ~ 40.pVN0 WATF0. 31 'Y e V NOWAMPENCWNIEHFD E 2 MINIMUM SEPERATION DISTANCE TO SEWAGE DISPOSAL SYSTEM PALE BROWN FINE TO COARSE SAND BU BONG WELLS RI NOTES: SW RESUIRMUNTS WfDMTO'INMOA ANDWFVSAREBASFMV CEP CETHEVL£LL611NWLViA OR RFALtt A1BDEW5gN REQUI0.FMENL. REFER TOANDP0.0ClDVYFS FOR PRNATE WATER SYSIFMT. FROMTMF 0. STAB PRCM+FM1TY WATER IFKHWG STORM KNEW PRNATE ..WATER. SWNYNL NEAREST PART OF LINES LINES D) POOLS MAIM WATER T}) PoOL DKIANCES BETWEEN IEKHWG KXXU AND Wfl WARE SUBJECT TO APPRWAL By ME NEW YORK STATE DEPARTMENT Of B. ENNRpAIMAL CONSERVATION PRIOR TO USUANCE OF $OFF=CpMTY AMRONN- •r-~ l• SEPTIC'.. 10 S' I' XF B' XF HIV 75' 15' l0' 3.IF IMMEN TO Bf AB50LVRY N IWESURV, WATER UNES MAY BE APPROUSD WTWN 10 FEET OF A flL DISPOSAL SYSTEM 180.10 ME WATER ME 9 NugT ED ROM CONTAMINATION OR DISTURBANCE IV-INSTAWTION OF UNFINUDE A y, W Q ' }D 2. EW/ISa IOU M LARGER gAME ME FOR PROTECTION). 1FACHWL POOP, 10 la F Ia B' ' S O. INCRGSED OIRANCf INTO BE 4FTlIRfO BASED UPON SITE CdiglpN$ O LEKnINC POOL 1a 1a r 10 IF ADDITION }a 2. No cLOSERTHAN AN Hws1WC }a [~LEj pOOT x L--' PA U SEPTIC TANK LEACHING POOLS BROSP FINE SAND NOTES: NOTES: Tl SEWER LINE REQUIREMENTS 'P I, MINIMUM SEPTIC TAN. CAPACIDES IS ISW WLLONf. I]. MINIMUM DACHINL SYSTEM IS } KNI1 DEEP, a DMA. Ni OTESW }),CONCRETE SHAD. HAVE A MINIMUM COMPRESSNE STRENGTH OF DIM, Pd AT TEACHING WO. ARE TO BE CgJ5T0.UCTE0 OF PRECAST REINFORCED CONCRRE 11-ALLSEV£R UNES SHALL BEAMMIMVM Of FOV0.1NCnf51N DIAMETER- T/5 V1 y }B. (CREQUALI. 31- THERE SHALL BE A UNGM OF CAST-IRON SEWER UNE MNDING THROUCM THE O Q FOUNDATION TO APOINT A MINIMUM Of T FEET BEYOND THE FOUNDATION WALL x 3f. WALL MKWER MALLBE A MINIMUM OF 3'. A TOP THICKNESS OF I- ANDA 3), AU CODERS S"ALL BE Of MIDEAST REINFORCED CONCRETE TOR EQUAL). LF,] BOTTOM THKKNEA Of 1', ALL WALLS. BOTTOM AND TOP MAUL CONTAIN 3). ME SEWER ME ROM THE BUILdNG CAST-IRON PIPE TO THE Bi TANK AN D REINFORCING TO Wig AN APPLIED FORCE Of DOS, AI, A MINIMUM DISTANCE BETWEEN LEACHING LAOIS AND WATER ME SH.VI BE TO MF TEACHING POOW) LL MEET ORL MOD COMMERCML STANDARDS O MAINTAINED EASE.( a SEWER PIPE C0. ASTM MANDARDDS FOR KA5TIC 5flT2R PIPEW A i' . ALL JOINTS SHUL RE SEATED SO THAT THE TANK IS WATERTIGn! /RI p3 0, NO WATER ENCOUNTERED SI. AN B'MIN. DISTANCE BETWEEN ALL IFKHiNG PJJLS AND SEPTIC TANK SIULL MNWUM EM 35 MTW4 ~ji C3 R. TIM SOM TANK 'OaXASHALL REINSTALLED AT LEVEL IN ALL DIRE~ONS MAK F OF COLMHA BE MMMMNEDNFD, J). SURRW4CONNFCT00.50i THE PROPER ttPF SMALL BE USED AT THE CAST-IRON I1 NXE Of a/I/1'1 ON A MINIMUM 3- THICK BN OF COMPApEO JpM AND OR PEA F Yy AND OR PEA GRAVD. IG y DISTRIBUTION BOXES HF REPUR ME FROM ME BVIV FOOT THE SEPTIC C TANK N LH MINIMUM 6). A Itl MIN. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL RE MMMAINEO. MC. DID, Cf O NE-0V.IRTEA INCH TER FOOT AND ACIGKg1T OR MANNERS XIXE W EVERY FIFTY (SD) FEET. NOTES MTHI D. OONgUXTW OF SWTHECTRIBUTION SON WI. BEMONSS,OR """AST B). TXHUAM UNEFROM MPER`°OTHE IFACHIN4 POOL15)SNALL HAYFA FINAL GRADING AND BACKFILLING ANND NST A4 ""VVEM M U ~ MS " ""°"`D M.R"OK`"M . NOTES: ADDIIKIN TO THESE REOgREMFN II n. UNKR ME T MHC.M RULL BE FR UY TAWpFD. ALL BKKFILL MW BE FIRMLY D. HNALINSRCTKNI: TAMPERED BY HAND ABOUT THE PIPE, ME MR6) SHALL RE RCVRELY CEMENTED AT AT ME TING Of CCPN ME SYSTEM SHALL BE ME NSINE FOR INSPECTION. B)_ALLOOMEH ROM MEDIFTRRUTWNBO%SHALLBEATME5AMf Uf TO ME POINT Of ENTRY INTO MF SEPTIC TANK AND TEACHING KXXU FIRM gH TO W, THE BOTTOM ME PIK TRENCH SHALL MI CME INSURE THE EVEN DISTRIBUTION ELM.. BE ME MaRD WITH CAANISJUM MATEDUM. A DSTM TOO PROMIDE A THAT M BEDDING ME el MLRE MAU BE NO BMW N ME SERVES. UH TOMESFHOR ROM If BENDS ARE RLOPEATYI AIL BE 'STNBE 01MANKEE KCERTHE ATMESYSTEM 3). TO M. FF0.0R ACTIDN AND REDUCE OSSIBIUIY OR CINCf UNAVgDMUEDN1F. THEN, FOR FROM ETED HOT ROM R HOWE ON ME LOCATED INSTAUEUED MASTTN THEMOSTBE BE SET SR ONABEDOF SAND UN°00. FFA FWNDATIOHTHE RE, PUFOR P M DS WIT~ BE HI RHICONSTSTRUCTED OF ONGARON KNOW SH mAcOlu AND (AADINONJDIN4p TY 1. IN K A0MO CORDAIXF WTH THEM RANOAP?B. GPAYFl AT T MAST 12 1} INCHES MES MKK HOUSE M INCLUDING ME BETA LONGS BE USED AND B W N U 514AM TO NOT AND SILLLL FFMMW MS) DFCLEFS AS KMEASUR MEASURED O) . THEDISM WMBFIUDATMEINMMMIOFME5HALLBf ATLEMCHOINCHES. AIONG ME EAXODiTHESTARINGEXCEPIPEED NG . FORBfNq FORM0.TXANTENFETE !y ME BK%FILL COMRFIfO SYSTEM SX.LLL BE BAC N MFI LLED AND COVERED W1IH fIMAl11E SpL (n V} L iIXIPYRNL AM0.q'µ TOGO SO BY ME 0EPA0.TMEM OF HEUM. MF MDM RTY APIK FRO IS ME WISEPT° ATM TOTH BO Of MEpMWHEN IN PER FO T, THEHOUHISI. WT10N AN APROVED MANHOLECOVR p4 CIFAN'OIIT NALL Fi SHAU BE GMMD W AS TO MINIMRE SURFACE MARINADE IMO MFSYSTEM.A NPf fROM MFSEIIIC TANK ID THE BO%EXCEEDS pJFHAV INCH E0. F00! BE INSTAl1EO MAXIMUM FRET FRUMH Saff SHALL BE MAJMANEO FOR A MINIMUM OF TWMTY 51. ME DISTWBVIION BOX SHALL HAVE A MINIMUM INSIDE DIAMETER OF FOUR FETE. B). ALL SENOR UNES SHALL BE SIMIGM WIEN SP=NS OF PIPES Aft USED, MEY O I--)U (}q MITIgF120MALLY FROM THE NEAREST f OF ME IMOKNG ICq 151 SH.LLLBEOFM EHEF IMRRNLMDCONNECTEDWITHCIXRLINCSMMESAME BFFORETMMNGOif TOPRNEERSfEPALEOFMELFKHATEMROVUHMETOE x I-~ OREMMOf ME51dF. STffPGR.b6NRTHERTIUN TVENIY 11 FETE ROM ME LI. EITIIUYMON BOXES WIM BOTTOMS MORE TXMJ FOUR FETE IN OFTEN ROM IMTERIAL ME COUPVN05HALL BF SECURELY WRALIFDANO WATF0.TILM. ¢E~ USAOUN4POOLS) SHALL BE STABIU}ED PURSUANT TO CODES. FINISHED GRADE ME NOT PERMRTED. gUXMBNALCI WJLF3 MROU4HMEUMOFAPPURTENANCESMWBEPERMRTFO ^y a EYE C RABSgUTELY NKFSURY F 3). RETANINL WALLS: 1). MF DISTRIBUTION BOX SHML BE FROM ND WRH TWMTY4OU0. OF) INCH .1 i N a INCARSPAH AMAXIMUM FIVE PERCENT UME UNNOI BE MAINTAIN ED, THE DMMETFA LOCKING. WATERTIGHT AND INSER-PROOF CAST-IRON COUIR 10). WHDE USING MORE MMONETTKAI LFMWNG POOL ALL SEWER MU RMA MVJ UFUUTIONOF RETAINING OR OTHER MFA"S, MAY B F APPROVED. IN SUCH CASEf. TO GRADE. M S fV BT MF SHALL E. V ME WSINBMQi BOX W F- MEBETAININGWAREOROTHER MEWSSHALLBFREVIEWEDBVARINTECT. A O b tll ~N:` DRAWN: MH/MS SCALE: SEE PLAN w MOB M: X dT: D BDRYr ~F SHEET R. S-L IF REVISIONS: H3ALTH ,v3aroP - p uHo ,3(13/09 ' 2.0' 00 00 - PROPOSED 11 w OPEN SPACE , N ' O 0.= 581.60 b 305. SCT 1Fm" 000.125-0424.Ifi , , ~O PROPOSED a. N, e Z GARAGE LO s,. W 9 ~ ~ o Isue o~R^D0°EI ~ T23 ` nt00 , $ 2, Sl F-- mL A 30.00' co pf c° K 3. n GJ O E a u s cc 4 O ' x Lri ,y AS BUILT i 1711 $ m SEPTIC SYSTEM ,n PROPOSED tf 'S Y > E 19. co $ - t. b\ $TO ~ ~ a ........z. - ffJJ~~ O 1 I J v - _ < _ ( f+-L w E LOT 24 27 ~ \ e VACANT) tz I a . PROPOSED T E a) ff 1OT 22 w~9LLVav %A C r i VACANT) OPEN SPACE \ B i of SEPTIC SYSTEM LOCATIONS 1 I m p O f o (15 `t t \ BOXIE$ 6 40? 5 t a Loc.~3 ian 13O {f J Y<~ ~ ®PROPOSED i74 = ' A EL. 39.3' W WATER METER r/] y .14 ARTIAL SITE PLAN +n°rosm ~ ~1'~° L. 130.30 3s.r F+N SCALE: 111 = 20I-01 LAUREL TRAIL SCTM# 1000-125-04-24.16 s DWELLING WITH ~ ~ h Z PUBLIC WATER ,icy - q~ A R ~ a/ ~ t c4 ° cu Jc.'F0, Q ¢ 'Ak'S .li 'NT ~.4' z-;'QTa l...I I'! t^ ~ ^ 6 6 ~t \ t:24'iCE8 F a SITE PLANa { } SCALE: 1" = 40'-0' SCALE BEE PLAN 1 M,$) ( JOB 3 1 E~ I r 3 1 ~ L L I C IG 1 M°Y 17.3013 1 , 1f ! MEETS AND BOUNDS TAKEN FROM SURVEY BY: + SHEETNUMBER: PECONIC SURVEYORS, P.C. (631) 765-1797 DATED: r 8!a +r J. [S ;-'}f~;y._- SURVEYED: OCTOBER 19. 2009 4° Mar.09.2011 10:11 Robert G. Bell Sr. 1 843 681 5878 PAGE. 2/ 3 ACORD_ CERTIFICATE OF LIABILITY INSURANCE FIA cT °"'E"*/1Y' -z o3 04 oa to PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The Coate Agency, Ino. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 1000 Main Street "OLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. SOX 70 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Holbrook NY 11741 Phone: ,631-588-2116 Fax: 631-588-2147 INSURERS AFFORDING COVERAGE _ NAIC # INSURED NSURERA: ESSEX INST)RANCE COMPPNy ""SSURERURER S C Guard Insurance GxOUp 9118 Rnina$ker ctier Aveup Corp. Sohggia NY 1 INSURER O: "SURER E: COVERAGES THE POLICES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED To TIE MSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM ORCONDITDN OF ANY CONRACT OR OTHER DOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PFRTAIM THE INSURANCE AFFORDED BY THE POLICIES DEBOIBBED HEREIN IB SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BFEH REDUCED BY PAR) CLAIMS. LTR TYPE OF INSURANCE POLICY MUMS" DATE DATE N L! NETS GENERAL LIABILITY EACHOCCURRENCE sl,000,000 A X COMMERCIAL GENERAL LIABILITY 3DC7228 I 11/29/09 11/29/10 PLiKAGEEE1VR _ :50,000 CLANS MME I,XJ W" I MED EW4"Pn. p. ) Sezcluded PERSONALAAOVwmRY 11,000 000 I GENEMLAGGREGATE E2-L000,000 CEN'L AGGREGATE LIMIT APPLIES PER: ~PRODUCTS.COMPRIPAGG 51,000 1,000,000 POLICY LOC MITIONICIOLE LIABILITY - ANY AUTO COMBINED SINGLE LIMIT E (as sem"t) ALL OWNED AUTOS EDGILY XNURY SCHEDULPOAVTOS (P., P.ISPD) $ HIREDAUTOS BOOBY RLNRV S NON-OWNED AUTOS (P" mpa„ L) PROPERTY DAMAGE S (P*f AtEEtl11) GARAGE UABR,ITY AUTOONLY •WACCIDBNT 3 ANY AIJTp OTHERTHAN CAACC 3 - AUIOONLY: AGO S E7CESSNMBRELULIABR.RY EACH OCCURRENCE E OCCUR CLAIMS MADE AGGREGATE E i E DEDUCTIBLE RETENTION E S WOMIETIB VIABIL7TT• ITY NAND _ B EEpLOYERB'LAABN X TORY LIMITS FA ARV PROPIBETDRrPARTNFRIEXECUTNE IX124797 01/14/10 { 01/14/11 E.LEACHACCIDENT 1$100,000 If yyeess,. eAplb. undw E1.LXREASE-FA EMPLOYE $3.0(),000 _ SPECIAL PROVISIONS EElow I EL. DISEABE - POLICY LIMIT s 500 000 OTHER ONCWPTION OF OPERATIONS I LJ7CATIDW / VBXX:L6/ FXCLUEIONS ADDED BY BDDREEMExTl SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION TOESOUT SHOULD ANY OF THE ARM DESCMEO POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE ISSUING WSLAIER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN Town of Southold NOTICE TO THE CERTIFICATE MOLDER LAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL 53095 Route 25 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, RS AGENTS OR PO Box 1179 NY 11971 REPRESENTATIVES. - AUn@DRGMD REPRESENTATIVE ACORD 251260711181 - -The Coate A;LancV, Inc. ~.w^^^w^~M~-.M.. Mar.09.2011 10:11 Robert G. Bell Sr. 1 893 681 5878 PAGE. 3/ 3 S OF T CONSUMER WARS E MP EN CONTRACTOR .rs GEORGE CAMILLERI 10MWAS OW t~! @~ WLyh WN6111tWbNOwUP CORP bamW 10 duly Uowsodbyto rrr. rw C u*ofSu" µ5WH ofilir2 18 cm ~ D"'""0Mp" 04N12M2 N SURVEY OF PROPI 'PROPERTY AT MATTITUCA 'TITUCK TOWN OF SOUTH( SOUTHOLD °)?ez SUFFOLK COUNTY, 7UNTY, N. Y. -04-24.16 AAy 1000-125-04-24.16 L~C) SCALE. 1'=50' 1'=30' ~ OCTOBER 19, 2009 19, 2009 5p0 AUGUST 5, 2010 (FOUNDA? 2010 (F0UNDA DON LOCA DON) c Sn7 p%~y2~ N A T~ qq,, qq ~Q ;y~ 4F, ZC. pJ~s a S V k ~O o0 P\ o ~ ~e` C vol X11 , ~9Fc 41 d yy 'TO . t~~ y eJ\// ~ ~ i~ F ~ Q~ M19 ~ M1d ~ \ \ wr f'. TEST HOLE DATA BY McDONALD GEOSCIENC£ \ OCTOOER 2l, 2009 / MIXED SAND AND LOAM M1h PALE MOM FlNE TO COARSE SMLD SW ~'Lti=l PACE BROW FlNE SANG SP \ ~ l~ ~0~ II~IIIL_JIIIIII ~ IY / ~ Elevations referenced to an assumed datum. LOT NUMBERS REFER TO MAP OF LAUREL LINKS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON - NOVEMBER 23, 2001 AS FILE NO. 10712. l am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE or NEWi DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES 0jP ~y't. t+3ETf OPT. and will abide by the conditions set forth therein and on the permit to construct. The location of water lines and cesspools shown hereon are from field observations and or from data obtained from others. 0. 496'18 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLAPON P CONIC r OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. P CONIC Si° EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2 ALL CERnFICA 77ONS (631) 76,' (631) 765-50 ) 765-1797 P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P. 0. BOX SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA=3011 SO. FT. 1230 TRA WHOSE SIGNATURE APPEARS HEREON SOU TROLL SOUTHOLD, N TRAVELER 1971 09-195 S.C.D.H.S. REFERENCE NUMBER RO-09-0065 N SURVEY OF PRi OF PROPERTY AT MATTITi (ATTITUCK TOWN OF SOU' )F SOUTHOLD ~''z SUFFOLK COUP. COUNTY, N. Y. '?Ar sooo-izs-o4-< -125-04-24.16 mime i~~ up,m SCALE' 1'=91 AI~~L, 1'=90' a OCTOBER 19, 201 VCR 19, 2009 ' y 0~~ AUGUST A 2010 (FO ST % 2010 (FOUNDA 7701V LOCA 710N) 6I~d b Z ddW n ps3Z1 OCTOBER 6, 2011 (Ri BER 6, 2011 (RNAL) 11, 2012 (SEPTIC SYSTEM LOCA710N) (l v- MAY 11, 2012 (SEPM N l T` J~ l `b r t 41 1D p. s ~J Y~' 4~ . St~~Pd r•~~ ~i a~ 4 e M. TEST HOLE DATA °r. BY McDONALD GEOSCIENCE ocrmt ar, Ima 1101 P" wrow/ arse M IXlNSE SAW s° Y 41 O PAtE 6NVNN iWE SUO SP _ Devotions referenced to an assumed datum. ~y LOT NUMBERS REFER TO "MAP OF LAUREL LINKS" FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON NOVEMBER 23, 20010AS FILE NO. 10712. I Y ~tov NE4y!'o ME tlC 'f''F I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCT70N OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the 'k permit to construct. The location of water lines and cesspools shown hereon are ~ro.ass~a from' field observations and or from dgto obtained from others. ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLA77ON GO N. Y.S. LIC. NO. 49618 OF SEC77ON 7209 OF THE NEW YORK STATE OUCA77ON LAW. CONICS YORS, P. C. 631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC7I0N 7209-SUBDIVISION 2 ALL CER77RCATIONS 631% HEREON ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY IF p~ r~/~ P. 0. P.O. BOX 909 SAID MAP OR COWES BEAR 7HE IMPRESSED SEAL OF 7HE SURVEYOR Af7GA-Wr.7C71 SO FT 1230 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOU7 SOUTHOLD, N. Y. 11971 09-195 r r REVISIONS. REVIEW SET 12/15/2009 BIDSET 1241/2009 PERMITSEf 04/12/2009 OPEN SPADE 150' RADIUS FROM SEPTIC TEST HOLE DATA SCTM# 1000-125-04- LOCATION: AREA LOT COVERAGE: DATA SUPPLIED BY: McDONALD GEOSCIENCE 40.9' PROPERTY: 30961.0 54. FT. R° 582.W L= 205 a0.9' BUILDING: 3159.4 SQ. FT. 10.2% BOX 1000, SOUTHOLD, NY 11791 (631) 765-3677 FRONT PORCH: 220.4 SQ. FT. 0.7 EL. 40.9' / LOT 23 \ REAR PATIO' 752 0 SQ. FT. 2.4% \ TOTAL: 4131.6 SQ. FT. 13.3% O p / o MIXED SAND AND LOAM / 50.3 /J:91 0191~,~'1 ' q 19 PALE BROWN FINE TO COARSE SAND / o PR ~POSEQ 1 39.3' 2 SW N N ~ ' 1 _ It/ I r 8' U - ~r lei yai, 4III a PROPOSED DONOTI IMNIE"MATEELY" a / ~9'~ 2 STS H FRAMWC ~RAMINGUOOIEED R EY OFHAS SE OF FOUNDP . IJ DCATION J W /a HAS EE,i. hPpRoVED. UPON CLOSE COMPLETION 0 'BEFORE"WATER" PALE BROWN FINE SAND 5 SP w - PROPOSED 1 APPR~ ED AS NOTED Y w > LOT 24 DATE °!ylh° B.P. A` ASS. ^ N B O 2 (VACANT) - ~o FEE 338Y~a\BY - W 9 ~o m PROPOSED NOTIFY BUILDING DEPARTMENTl ~~[AT A 765-1802 8 AM TO 4 PM FOR THE CA U 17' 'm 693 1AO 'o GARAGE z I ~O Aim Isual s \o m~ NS r FOLLOWING INSPEC IORETE NO WATER ENCOUNTERED 1 FOUNDATION --1 REQ v n FOR POURED O LOT 22 PROPOSED 30.00' 2. UIRED QI W ROUGH-FRAMING, G, PLUMBING, STRAPPING, ELECTRICAL & CAULKING (VACANT) OPEN SPACE ASPHALT A I DRIVEWAY 3. INSULATION JJ ° SEPTI SEPTIC SYSTEM LOCATIONS FINAL -CONSTRUCTIONy&ELECTRICAL MUST BE COMPLETE F011!) C 0. ST tP LP ALL CONSTRUCTION SHALL MEET THE 1 2 REQUIREMENTS OF THE CODES OF NEW PROPOSED SEPTIC SYSTEM DETAIL 13.00. TO...I m AEI' IA""Il ' u"T", -o YORK STATE. NOT RESPON IBLE FOR N.T.S. ' 'PROPOSED LOCA LOCATION A: 14.3' 14.9' 279, DESIGN OR CON$TRUCTIONI ERRORS. SEPTIC SYSTEM FINISHED GRACE: 39.0' „ `10 p0. LOCA LOCATION 6: 36.4' 24.3' 44.T RETAIN STORM WATER RUNOFF ARI~CCIINIA PURSUANT TO CHAPTER 236 1',0,i MIN. E. P. - - 1',0" MIN. MIN 10 SEPERATIO SYSTEM O ES 301 E 150' RADIUS I BETWEEN OF THE TOWN COD HOUSE„ 46.6'-1/4'^.1'-01PITCH ! CUE AN 4" DIA. APPROVED PIPE 37'0' _ - _ _ SAND COLLAR, LINE R 150' RADIUS E . 36.5 8.0 1/8^V-0" PITCH - FROM SEPTIC AND WATER LINE REQUIRED` h c FROM SEPTIC I 4" DIA. APPROVED PIPE 36. p UTILITY BOXES B' SEPTIC TANK ? (1,500 GAL.) k ROPOSED R 402.88° L_ 138,30' EL- 39.3' EL 38.6' \ C.B.® WATER METER _39.3' O OCCUPANCY OR USE IS UNLAWFUL o ~'l u WIT/H~(O1UT ERTIFICATE' x a H 28.4' B'OEEP X B' LEACHING IPOOLS (2 TOTALI - - 3'-O' MIN. Y-0" MIN. TO \ OF IYUCI `YflI SAEnFI ATE, a GROUNDV GROUND WATER OUIRED ~Q p NO WATER NO WATER ENCOUNTERED LAUREL TRAIL a ALL ON~T; ET EREQUur Ir1E C OF NEWYQ'nSIATE. PLUMBING ALL PLUMBING WASTE MINIMUM SEPERATION DISTANCE TO SEWAGE DISPOSAL SYSTEM P11 pl-~ ERTIFICATION / & WATER LINES NEED o NOTES: n\vj1 nl~, ~w1Tti I nnl I nN11 r/ n BEFORE TESTING BEFORE COVERING N u BUILDING WELLS (1) 1. DISTANCES BETWEEN LEACHING POOLS AND WELLS ARE BASED UPON DEPTH OF THE PON DEPTH OF THE WELL(S) INVOLVED OR REALTY SUBDIVISION \ I PUBLIC WATER I ` OC NCY M F o REQUIREMENTS. REFER TO "STANDARDS AN[0 PROCEDURES FOR PRIVATE WATER SYS ' PRIVATE WATER SYSTEMS', GL: GL: -~GF o~ v FROM THE CELLAR SLAB PROPERTY WATER LEACHING STORM PUBLIC PRIVATE SURFACE SWIMING IECT TO APPROVAL BY THE NEW YORK STATE DEPARTMENT OF sc SCLC^ V ATER m m 2 NEAREST PART OF LINES LINES (3) POOLS DRAINS WATER (2) POOL 2. DISTANCES BETWEEN LEACHING POOLS AND)WETLANDS ARE SUBJECT TO APPROVAL ENVIROMENTAL CONSERVATION PRIOR TO ISSUANCE OF SUFFOLK COUNTY APPRO' -I( COUNTY APPROVAL. \ SU SUPPLY ::'.NNOT \PPROVED WITHIN 10 FEET OF A SEWAGE DISPOSAL SYSTEM, EX EXCEED zf I io LEAD.' P SEPTIC TANKS 10' S' 5' 10' B' 20' 175' 75' 75' 20' 3. IF PROVEN TO BE ABSOWTLY NECESSARY, WATER LINES MAY BE APPROVED WITHIN PROVIDED THE WATER LINE 15 PROTECTED FRROM CONTAMINATION OR DISTURBAN ON OR DISTURBANCE I, INSTALLATION OF LINE INSIDE A LARGER DIAMETER LINE FOR PROTECTION). LEACHING POOLS 10' 10' 5' 10' 20' 200' 1007150' 100' 20' 4. INCREASED DISTANCE MAY RE REQUIRED BIASSED UPON SITE CONDITIONS. ,ITIONS. LEACHING POOL 10' 10' 5' 10' B' 20' 200' NO CLOSER THAN EXISTING 20' ' ADDITION POOL OR 100' 150' RADIIUS / SIT ~ SITE PREPERATION: 5 FROM SEPTIC i „ 1) EXCAVATION MUST NOT BEGIN UNTILTHE LOCATIONS OF UNDERGROUND WIRES, - O W 3 CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY SEPTIC TANK LEACHING POOLS SEWER L] WER LINE REQUIREMENTS % - - COMPANIES THAT THE AREA IS CLEAR. NOTES: NOTES: 2). CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES 7). MINIMUM SEPTIC TANK CAPACITIES IS 1500 GALLONS. 1). MINIMUM LEACHING SYSTEM IS 2 POOLS; B' DEEP, 8' DIA. NOTES 1). ALL SEWER LINES SHALL B :WER LINES SHALL BE A MINIMUM OF FOUR INCHES IN DIAMETER. 2) BEFORE EXCAVATION BEGINS ANY DIGGING WITHIN 241CHES OF UTILITY MUST 2). CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT 2). LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE lE SHALL BE A LENGTH OF CAST-IRON SEWER LINE EXTENDING THROUGH THE BE DONE BY HAND. ED 28 DAYS. (OR EQUAL). 2). THERE SHALL BE A LENG' FOUNDATION TO A POI VDATION TO A POINT A MINIMUM OF TWO FEET BEYCIND THE FOUNDATION WALL. 3J. 3). CLEAR THE SITE AT LEAST 20 25 FEET (IF APPLICABLE) FROM THE FOUNDATION. 3). WALLTHICKNESS SHALL BE A MINIMUM OF 3", ATOP THICKNESS OF WAND A 3). ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). SEWER LINE FROM THE BUILDING CAST-IRON PIPE TO THE SEPTIC TANK AND AI. CUTUP TREES (VERIFY WITH OWNER) AND HAUL THEM AWAY. ~~l! B). CHIP BRUSH {,J BOTTOM THICKNESS OF 41. ALL WALLS, BOTTOM AND TOP SHALL CONTAIN 3). THE SEWER LINE FROM I REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf, 4). A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE TO THE LEACHING POOI HE LEACHING POOL(S) SHALL MEET OR EXCEED COMMERCIAL STANDARDS .I > Q. REMOVE STUMPS AND HAUL THEM AWAY, Q MAINTAINED. CLA55 2400 SEWER PIPE, 5 2400 SEWER PIPE, OR ASTM STANDARDS FOR PLASTIC SEWER PIPE WITH A / SITE P LAIE'L`I MUM UMS 35 RATING. I Y 4) In 4) RETAIN AS MUCH TOP SOILAS POSSIBLE TO PRESERVE THE ENVIROMENTAL m 4). ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. MINIMUM SDR 35 RATIP 5). AN B' MIN. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL QUALITY OF THE PROJECT SITE. 5). THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A BE MAINTAINED 4). SLIP-RING CONNECTOR'. UN000NNECTORS OF THE PROPER TYPE SHALL BE USED AT THE CAST-IRON SCALE 1" p 20''01 5). T. G Ilu 5). WHEN THE TOPSOIL IS PRESERVED, TILL THE SOIL FIRST, AND THEN REMOVE MAX. TOLERANCE OF +/-1/4") ON A MINIMUM 3" THICK BED OF COMPACTED JOINT. SAND OR PEA GRAVEL. N TO A SAFE LOCATION WITH A FRONT END LOADER. 5). THE SEWER LINE FROM' SEWER LINE FROM THE BUILDING TO THE SEPTIC TANK SHALL HAVE A MINIMUM H OF ONE QUARTER INCH PER FOOT AND A CLEAN-OUT OR MANHOLE EVERY 6) FOUNDATION EXCAVATIONS SHOULD BE AS LEVEL AS POSSIBLE. 5FT ELEVATION 6). A10'MIN. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. DISTRIBUTION BOXES PITCH OF ONE QUARTET FIFTY (50) FEET. ! 6) (50) FEET. } BENCH MARK PRIOR TO EXCAVATION. NOTES: SEWER LINE FROM THE SEPTIC TANKTO THE LEACHING POOL(5) SHALL HAVEA 5,1 'rrAREA: SIZE. LOT COVERAGE: 7), OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL- 1). THE BASE AND WALLS OF THE DISTRIBUTION BOX SHALL BE MONOLITHICALLY 6). THE SEWER LINE FROM CONSTRUCTED APPROV REINFORCED CONCRETE, , OR FINAL GRADING AND BACKFILLING AND INSTALLED ION ACCO DANCE WITH MANU ACTURERIS INSTRUCTIONS INTIC MINIMUM PITCH OF OP MUM PITCH OF ONE-EIGHT INCH PER FOOT. PROPERTY SIZE: 30646.25Q. FT. DRAINING RACK FILL ANDTOPROVIDE ROOM FORALLWORK fU ER LINE TRENCH (ES) SHALL BE FIRMLY TAMPERED. ALL BACKFILL SHALL BE FIRMLY ) 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 ADDITION TO THESE REQUIREMENTS. 7). SEWER LINE TRENCH(ES) NOTES; TAMPERED BY HAND AS PERED BY HAND ABOUT THE PIPE. THE PIPE(S) SHALL BE SECURELY CEMENTED AT OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING. 1) FINAL INSPECTION: 2). ALL OUTLETS FROM THE DISTRIBUTION BOX SHALL BE AT THE SAME LEVEL TO THE POINT OF ENTRY II, POINT OF ENTRY INTO THE SEPTIC TANK AND LEACHING POOL(S). BUILDING: 3167.0 SQ. FT. 10.3% B). HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE -THE AT THE TIME OF COMPLETION, THE SYSTEM SHALL BE LEFT VISIBLE FOR INSPECTION. INSURE THE EVEN DISTRIBUTION FLOW, PRIOR TO INSPECTION, THE BOTTOM OF THE PIPE TRENCH SHALL BE BACKFILLED 8). THERE SHALL BE NO BEN iE SHALL BE NO BENDS IN THE SEWER LINES TO THE SEPTIC TANK. IF BENDS ARE ANGLE AT WHICH THE SLOPE 15 STABLE, USSUALLY BACICTO A SLOPE OF 2:1 WITH GRANULAR MATERIAL AND STABILIZED TO PROVIDE A FIRM BEDDING. THE 3). TO MINIMIZE FROST ACTION AND REDUCE THE POSSIBILITY OF MOVEMENT ONCE UNAVOIDABLE, THEN, F VOIDABLE, THEN, FOR BENDS WITHIN THE FIRST TEN FEET FROM THE HOUSE PORCH: 215.8 SQ. FT. 0.7% NDATION, THE SEWER LINE SHALL BE CONSTRUCTED OF CAST-IRON FROM THE (VERIFY SOIL CONDITIONS). A). AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. PROPERTY LINES SHALL BE "STAKED" IN ORDER TO ASCERTAIN THAT THE SYSTEM INSTALLED, DISTRIBUTION BOXES MUST BE SET ON A BED OF SAND OR PEA FOUNDATION, THE SEW IS LOCATED ON THE PROPERTY IN ACCORDANCE WITH THESE STANDARDS. GRAVEL AT LEAST 12 INCHES THICK. HOUSE FOUNDATION U LSE FOUNDATION UP TO AND INCLUDING THE BEND. LONG SWEEP ELBOWS SHALL BE USED AND BENDS SH, SED AND BENDS SHALL NOT EXCEED FOURTY-FIVE (45) DEGREES AS MEASURED PATIO: 752.3 $Q. FT. 2.5% NG THE AXIS OF THE STARTING PIPE. FOR BENDS FURTHER THAN TEN FEET FROM 9). 9). PROTECT GRASS, TREES AND OTHER PLANTS WHENEVER POSSIBLE. 2). BACKFILL AND GRADING: 4). THE DROP BETWEEN INLET AND OUTLET INVERTS SHALL BE AT LEAST TWO INCHES. ALONG THE AXIS OF TH THE COMPLETED SYSTEM SHALL BE BACKFILLED AND COVERED WITH SUITABLE SOIL A BAFFLE IS REQUIRED AT THE INLET SIDE OF THE BOX WHEN THE PITCH OF THE THE HOUSE FOUNDATI( HOUSE FOUNDATION AN APPROVED MANHOLE COVER OR CLEAN-OUTSHALL 0) 10). DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN A ANCE TION; FOLLOWING APPROVAL TO DO 50 BY THE DEPARTMENT OF HEALTH. THE PROPERTY PIPE FROM THE SEPTIC TANK TO THE BOX EXCEEDS ONE-HALF INCH PER FOOT. BE INSTALLED. )STALLED. TOTAL: 4135.1 SQ. FT. 13.5% DISTURB VEGETATION ONLY AS NEEDED, THEN RESEED RE 1.p PRACTICAL, SHALL BE GRADED SO AS TO MINIMIZE SURFACE DRAINAGE INTO THE SYSTEM. A MAXIMUM FIVE PERCENT SLOPE SHALL BE MAINTAINED FOR A MINIMUM OF TWENTY 5). THE DISTRIBUTION BOX SHALL HAVE A MINIMUM INSIDE DIAMETER OF FOUR FEET. 9). ALL SEWER LINES SHALL SEWER LINES SHALL BE STRAIGHT. WHEN SECTIONS OF PIPES ARE USED, THEY DRAWN: MHIMS (20) FEET HORIZONTALLY FROM THE NEAREST EDGE OF THE LEACHING POOL(S) SHALL BE OF THE SAME I LL BE OF THE SAME MATERIAL AND CONNECTED WITH COUPLINGS OF THE SAME 'I) 'ERIAL. THE COUPLINGS SHALL BE SECURELY INSTALLED AND WATERTIGHT. 11) LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SI SCALE' (SEE PLAN) UNCLEARED AREAS. PROTECT UNCLEARED AREAS WIT H JOB BEFORE TAPERING OFF TO PREVENT SEEPAGE OF THE LEACHATE THROUGH THE TOE 6). DISTRIBUTION BOXES WITH BOTTOMS MORE THAN FOUR FEET IN DEPTH FROM MATERIAL. THE COUPLII OF THE . THAN DR EDGE SLEEP GRADES FURSUA TWENTY (20) FEET FROM THE FINISHED GRADE ARE NOT PERMITTED. DIRECTIONAL CHANGES :CTIONALCHANGES THROUGH THE USE OF APPURTENANCES MAY BE PERMITTED BARRIERS. PLACE BARRIERS AROUND THE DRIP LINE O R LEACHING P POOL(OOL(S) S SHALL HALL B BE STABILIZED P PURSUANT T TO TO CODES. IF ABSOLUTELY NECESSA 3SOLUTELY NECESSARY. TO THE ROOT SYSTEM IF A PERMANENT DRIVE CAN E Ap,T 12, 2010 CONSTRUCTION BEGINS, ATEMPOARY GRAVEL DRIVEWNY, H UL D k SHEET NUMBER: 3). RETAINING WALLS: 7). THE DISTRIBUTION BOX SHALL BE PROVIDED WITH TWENTY-FOUR (24) INCH DIAMETER. LOCKING, WATERTIGHT AND INSECT-PROOF CAST-IRON COVER 10). WHEN USING MORE TI 1EN USING MORE THAN ONE TYPICAL LEACHING POOL, ALL SEWER LINES FROM WH ERE VEHICLES ENTER THE JOB SITE, l IN CASES WHERE A MAXIMUM FIVE PERCENT SLOPE CANNOT BE MAINTAINED, THE TO GRADE THE DISTRIBUTION SO E DISTRIBUTION BOX TO THE POOLS SHALL BE SET IN THE DISTRIBUTION BOX THE SAME ELEVATION UTILIZATION OF RETAINING. OR OTHER MEANS, MAY BE APPROVED. IN SUCH CASES. AT THE SAME ELEVATI( THE RETAINING WALLS, OR OTHER MEANS SHALL BE REVIEWED BY ARCHITECT. 1 ,IS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTORTO COORDINATE MEETING WITH OWNERS FORAPPROVALOF ALL GENERALCONTRACTORSHALL BE RESPONS ;SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS S-1 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWING55, THE SPECIFICATIONS, AND THE FIELD( IUIPMENT 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 RI C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES I FOR DELIVERY OF EQUIPMENT AND MAII REVISIONS aEV~Ew aID StI 2ns/2ao9 9/12/2009 PERAAIT Sn 0ET 04/12/2009 SPECIAL PROVISIONS 4. REGULATARY REQUIREMENT: LEQUIREMENTS DIVISION6: WOOD AND PLASTICS ALL CONSTRUCTION, MATERIALS 7N, 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 iPAL GRADE No. 2 OR BETTER. Fb = 875 P.S.I., CODES INCLUDING ANY RELEVAP G ANY RELEVANT ENVIROMENTAL REGULATIONS. E= 1,6000,000 P.S.I. DIVISION 0 - BID AND CONTRACT REQUIREMENTS THE CONTRACTOR SHALL EXECU R SHALL EXECUTE ALL WORK IN STRICT ACCORDANCE TO THE SPECIFICATIONS AND RECOMMENDATIONS OF ALL • JOISTS TO BE BY I-LEVEL TRUSS JOISTS RELEVANT REGULATARY AGENCII 4TARY 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 FE DF ASPHALT FELT. NIFORPA, AND UNDERWRITTERS JDERWRITTERS LABORATORIES. WHERE APPLICABLE, ADA REGULATIONS MUST BE FOLLOWED. • ALL ATTACHEMNTS (CONNECTORS, NAILS, HOLD-DOWNS) THAT CONTACT ACQ PRESSURE TRI GALVINAZED AFTER FABRICATION, Z-MAX (GIES) OR TYPE 316 STAINLESS STEEL. PRESSURE TREATED WOOD MUST BE HOT DIP THICKNESS ASPHALT FELT OR.060 EPDM SOIL BEARING IS ASSUMED TO BE 1). INSTRUCTIONS TO BIDDERS BE: VERIFIED PRIOR TO PLACEMEP SSUMED 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 A' L 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 TD. ALL EDGES TO BE SET ON SOLID BLOCKING AND INDICATED ON THE DRAWINGS, -IE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNERS AND MAKE NECESSAY ARRANGEMENTS TO EXCAVATE NAILING PER NAILING SCHEDULE. BID PRICES TENDERED SHALL REFLECT THE INCLUSION OF EVERYTHING NECESSARY FOR PERFORMING AND COMPLETING THE WORK TO THE DEPTH REQUIRED FOR P :QUIRED FOR PROPER SOIL BEARING. • PROTECT ALL FRAMING MATERIALS FROM EXPOSURE TO WEATHER. DO NOT INSTALL SHEATH JSTALL 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 L JMED 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 A®UTT CELLAR WALLS THEY SHAI 4LLS THEY SHALL BE TIED TO WALLS WITH STEEL REBAR AND WALL TIES. • ALL SUBFLOORING TO BE APA RATED 3/4" THICKNESS AS NOTED. ALL EDGES OF PLYWOOD TO B LYWOOD 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 < 5 AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION AND ORDERING SCREW ALL SHEETS, UNLESS OTHERWISE STATED IN MANUFACTURES SPECIFICATIONS. • ALL HEADERS UNDER 4'-0" SHALL BE SUPPORTED WITH STUD AND JACK STUD EACH SIDE. OVEP IONS. SPECIFICATIONS, THE BIDDER SHALL BASE THE BILL ACCORDINGLY. IF THE BIDDER ELECTS TO SUBSTITUTE A SIMILAR PRODUCT FOR OF MATERIALS. 1CH 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 D DEBRIS TO BE TRUCKED AWAY FROM SITE. DOUBLE JACK STUDS ON EACH SIDE, OR AS NOTED. JRAVELTO BE USED FOR ALL WALKWAYS AND DRIVEWAYS. • SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS NOTED. ALL DOO )TED. ALL DOOR JAMBS REQUIRE SOLID BLOCKING SAMPLES, AND THE COST DIFFERENTIAL OF THE SUBSTITUTE FOR APPROVAL. • LOCKING TYPE GRAVEL TO BE I • NO WOOD CHIPS TO BE USED PS TO BE USED IN OR NEAR FOUNDATION AS BACKFILL BELOW FLOOR SYSTEM WHEN WALL IS PARALLEL WITH JOISTS. ALL WALLS PARALLEL TO THE FL( .LEL TO THE FLOOR JOISTS MUST BE BLOCKED 24" O.C. • ALL SOIL TO REMAIN STOCKPIL RAIN STOCKPILED AT SITE UNTIL OWNER APPROVES REMOVAL FROM SITE. BELOW IN THE FLOOR SYSTEMS WHEN WALL IS PARALELL WITH JOISTS. • ALL SITE DISTURBANCE THAT R BANCE THAT REQUIRES DIGGING SHALL BE PRECEDED BY UNDERGROUND UTILITY STAKEOUTS BY THE CONTRACTORS • ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVINIZED METAL PLATE ) METAL PLATE CONNECTORS BY "SIMPSON" OR IDISTUBING THE SITE AND FOR\ SITE AND FORWARDED TO THE ARCHITECT AND OWNER. THIS INCLUDES BUT IS NOT LIMITED TO MASONRY APPROVED EQUAL. 2). AGREEMENT FORMS CONTRACTORS, GENERAL COP GENERAL CONTRACTORS, PLUMBING CONTRACTORS AND ELECTRICAL CONTRACTORS. • WHEN USING ENGINEERED LUMBER. MANUFACTURES SPECIFICATIONS TAKE PRECEDENCE UNLI :CEDENCE UNLESS BUILDING CODES REQUIRE UANTITY OF FASTENERS. ALL EXTERIOR NAILS SHALL • ALL UNDERGROUND SERVICES I UND 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 F) AYMENT IS APPROVED, OR AS SOON AS WORK IS COMPLETED IF REQUESTED. BE HOT DIPPED GALVINIZED. 'BEFORE FINAL PAYMENT IS APP 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 GA JOT DIPPED GALVINZED STRAP CONNECTORS BY INDICATE THE COMPLETION DATE FOR TH15 PROJECT AND WILL BE RESPONSIBLE FOR FULFILLING THE TERMS OF THE CONTRACT BY SOIL BEARING IS ASSUMED TO BE SSUMED TO BE 2 TONS PER SQUARE FOOT, AT A FOOTING DEPTH INDICATED ON PLANS. ACTUAL CONDITIONS TO SIMPSON OR APPROVED EQUAL. THAT DATE. THE CONTRACTOR SHALL UNCONDITIONALY GAURANTEE ALL WORKMANSHIP AND CONSTRUCTION FOR A PERIOD OF E PRIOR TO PLACEMEP L 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 MANUFAI 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 BE BE VERIFIED ON THE DRAWINGS, 1E DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNERS AND MAKE NECESSAY ARRANGEMENTS TO EXCAVATE STIFFENERS SHALL BE REQUIRED AT ALL LOAD BEARING POINTS AT A MINIMUM, A SINGLE 1-3/4 A SINGLE 1-3/4" RIM JOIST SHALL BE REQUIRED AT F--~ ALL HEATING, VENTILATION, AIR CONDITIONING, PLUMBING AND ELECTRICAL SYSTEMS INCLUDING WORKMANSHIP, EQUIPMENT TINDICATED O THE DEPTH REQUIRED FOR P FLOOR PERIMETERS, UNLESS OTHERWISE NOTED. HANDELING, STORAGE AND ERECTION OF C( :QUIRED FOR PROPER SOIL BEARING. MANUFACTURERS RECOMMENDATIONS. 2ECTION OF COMPONENTS SHALL BE PER I--~ AND MATERIALS. THERE SHALL ALSO BE A SIX (6) YEAR GAURANTEE ON "MATERIAL DEFECTS". THE CONTRACTOR SHALL SUPPLY THE WATER LEVEL ASSUMED BELOW L JMED BELOW LOWEST CONSTRUCTION. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL. WHERE FOOTINGS • ALL MULTIPLE MICROLAM PRODUCTS TO HAVE 2 ROWS OF ifs" DIAMETER MACHINE BOLTS AT WAULTIES. 4LLS THEY SHALL BE TIED TO WALLS WITH STEEL R AND R PRIOR T TO START OF CONSTRUCTION AND ORDERING & BOTTOM MEMBER, OR AS NOTED. WASHERS AND NUTS SHALL BE USED. 11NE BOLTS AT 12" D.C., LOCATED 2" FROM THE TOP O z OWNER WITH ALL GAURANTEES NOTED ABOVE UPON COMPLETION OF THE WORK AND SHALL REPLACE ANY DEFECTIVE WORK ABIUTT CELLAR WALLS THEY SHAI 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 f THE CONTRACTOR SHALL REPLACE DEFECTIVE WORK WITHING NINETY (90) DAYS OF BEING NOTIFIED OF THE DEFECT. OF MATERIALS. S AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR • ADEQUATE BLOCKING TO BE USED AROUND KITCHEN CABINETS, BACKSPLASHS, SHOWERS, BUI SHOWERS, BUILT-INS, STAIRCASES, TRIM, HANDRAILS, ^ Q • ALL STUMPS AND DEBRIS TO BE D DEBRIS TO BE TRUCKED AWAY FROM SITE. AND CEILING FAN BOXES. • LOCKING TYPE GRAVEL TO BE I LRAVEL TO BE USED FOR ALL WALKWAYS AND DRIVEWAYS. W~ U • NO WOOD CHIPS TO BE USED PS TO BE USED IN OR NEAR FOUNDATION AS BACKFILL. c/) U 3). INSURANCE • ALL SOIL TO REMAIN STOCKPIL AAIN STOCKPILED AT SITE UNTIL OWNER APPROVES REMOVAL FROM SITE. O W • ALL SITE DISTURBANCE THAT R BANCE 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 IDISTUBING THE SITE AND FOR) SITE AND FORWARDED TO THE ARCHITECT AND OWNER. THIS INCLUDES BUT IS NOT LIMITED TO MASONRY INSURANCE REQUIRED BY LAW AND/OR AS AGREED UPON WITH THE OWNER. THE CONTRACTOR MUST REVIEW THE POLICIES AND CONTRACTORS, GENERAL CO!, GENERAL CONTRACTORS, PLUMBING CONTRACTORS AND ELECTRICAL CONTRACTORS. • BASEMENT WALLS TO BE WATERPROOFED WITH LOW V.O.C. WATERPROOF COATING OR AS N ATING OR AS NOTED. THE COVERAGE LIMITS OF THOSE POLICIES WITH THE OWNER AND IF NECESSARY MODIFY THOSE POLICIES TO SATISFY THE OWNER. • ALL UNDERGROUND SERVICES UND SERVICES INSTALLED OR EXISTING WILL BE DRAWN TO SCALE ON PLAN AND PROVIDED TO THE ARCHITECT • INSULATE ALL INTERIOR WALLS. BEDROOM INTERIOR PARTITION WALLS TO HAVE SOUND INSL AYMENT IS APPROVED, OR AS SOON AS WORK IS COMPLETED IF REQUESTED. INCLUDING AT GARAGE, TO BE INSULATEDi WITH KRAFT FACED INSULATION (PAPER SIDE TOW. )E SOUND INSULATION. EXTERIOR WALLS, THE OWNER SHALL NOT BE LIABLE OR RESPONSIBLE FOR ANY ACCIDENT, INJURY, L05S OR DAMAGE HAPPENING OR OCCURIRING BEFORE FINAL PAYMENT IS APF ALL FLOOR AND CEILING JOISTS. 1PER SIDE TOWARDS LIVING SPACE SIDE). INSULATE P.,I DURING THE TERM OF THE PERFORMANCE OF THE WORK HEREIN REFERRED TO, AND IN CONNECTION THEREWITH TO PERSONS, ASSUMED TO BE 2 TONS PER SQUARE FOOT, AT A FOOTING DEPTH INDICATED ON PLANS. ACTUAL CONDITIONS TO • SIDING TO BE No. 1 18" RED CEDAR R&R SHINGLES, UNLESS OTHERWISE NOTED, AT 5-1/2" EXPO AT 5-1/2" EXPOSURE (MAX.). ROOFING TO BE No. 1 AND/OR PROPERTY. THE CONTRACTOR SHALL FULLY INDEMNIFY AND PROTECT THE OWNER AND HIS AGENTS, INCLUDING THE SOIL BEARING IS ASSUMED TO BE ARCHITECT, HIS CONSULTANTS AND EMPLOYEES, FROM AND AGAINST ARISING THEREFROM. THE OWNER SHALL PROVIDE THEIR BE VERIFIED PRIOR TO PLACEMEP L 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 MANUFACTI :R MANUFACTURES RECOMMENDATIONS. ALL NAILS OWN PROPERTY DAMAGE, FIRE AND OTHER INSURANCE THEY DEEM NECESSARY. INDICATED ON THE DRAWINGS, iE 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. (CATIONS. TO THE DEPTH REQUIRED FOR P :QUIRED FOR PROPER SOIL BEARING. • ALL EXTERIOR DOORS AND WINDOWS TO BE PAN-FLASHED WITH LEAD COATED COPPER WITI- I COPPER WITH SOLDERED SEAMS. ALL SEAMS TO BE WATER LEVEL ASSUMED BELOW L JMED BELOW LOWEST CONSTRUCTION. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL. WHERE FOOTINGS WATERTIGHT. AEBUTT CELLAR WALLS THEY SHAI 4LLS THEY SHALL BE TIED TO WALLS WITH STEEL REBAR AND WALL TIES. • CHIMNEY WILL BE THROUGH FLASHED WI7-H LEAD COATED COPPER PAN WITH WEEP HOLES A WEEP HOLES ABOVE PAN. • .ALL DIMENSIONS AND GRADE GENERAL CONDITIONS OF MATERIALS. S AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION AND ORDERING • ALL STUMPS AND DEBRIS TO BE D DEBRIS TO BE TRUCKED AWAY FROM SITE. • LOCKING TYPE GRAVEL TO BE I GRAVEL TO BE USED FOR ALL WALKWAYS AND DRIVEWAYS. • NO WOOD CHIPS TO BE USED PS TO BE USED IN OR NEAR FOUNDATION AS BACKFILL. DIVISION B: DOORS AND WINDOWS 1). SUMMARY OF WORK • ALL SOIL TO REMAIN STOCKPIL RAIN STOCKPILED AT SITE UNTIL OWNER APPROVES REMOVAL FROM SITE. • ALL SITE DISTURBANCE THAT R BANCE THAT REQUIRES DIGGING SHALL BE PRECEDED BY UNDERGROUND UTLTY STAKEOUTS BY THE CONTRACTORS iCHEDULE (IF PROVIDED). DOOR AND WINDOW THE CONTRACTOR SHALL INCLUDE AND PROVIDE FOR ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, TAXES, ETC. IDISTUBING THE SITE AND FOR) SITE AND FORWARDED TO THE ARCHITECT AND OWNER. THIS INCLUDES BUT 15 NOT LIMITED TO MASONRY • EXTERIOR WINDOWS AND DOORS PER PLANS AND ELEVATIONS AND OPENING SCHEDULE (IF P NECESSARY OR REASONABLY INCIDENTAL TO THE PROPER COMPLETION OF THE ENTIRE PROJECT UNLESS SPECIFICALLY NOTED AS CONTRACTORS, GENERAL COP GENERAL CONTRACTORS, PLUMBING CONTRACTORS AND ELECTRICAL CONTRACTORS. HARDWARE TO BE DETERMINED. UND 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. BEING THE RESPONSIBILITY OF OTHERS. MATERIALS, EQUIPMENT AND WORKMANSHIP SHALL BE NEW AND OF THE BEST OF THEIR • ALL UNDERGROUND SERVICES AYMENT IS APPROVED, OR AS SOON AS WORK IS COMPLETED IF REQUESTED. • ALL EXTERIOR OPENINGS TO BE STRAPPED PER CONSTRUCTION DETAILS. -a L) RESPECTIVE KIND UNLESS OTHERWISE NOTED THE CONTRACTOR WILL SOLELY RESPONSIBLE TO EXECUTE ALL WORK IN SUCH A BEFORE FINAL PAYMENT IS APF a MANNER AS TO PROTECT THE SAFETY OF THE WORKERS AND THE PUBLIC. ANY DAMAGE OR DISRUPTION TO PREEXISTING SURFACES, AREAS AND/OR STRUCTURES RESULTING FROM CONSTRUCTION SHALL BE REPAIREDTO THE ORIGINAL CONDITION BY CONTRACTOR. • THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK INCLUDING THAT OF HIS SUBCONTRACTORS. ll! N a aj • ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF THE WORK AND MIVISION 3: CONCRETE CRETE ORDERING OF MATERIALS DIVISION 9: FINISHES Q .-1 • THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES CLEAN AND FREE FROM ACCUMULATION OF WASTE MATERIALS AND ALL FOOTINGS SHALL BEAR ON HALL BEAR ON UNDISTURBED SOIL AT A MINIMUM OF 3 FEET BELOW GRADE. RUBISH. MAJOR SITE CLEANUP TO OCCUR ON EVERY FRIDAY AFTERNOON.. • ALL CONCRETE SHALL BE STON 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. )TED. • AT THE COMPLETION OF THE WORK THE CONTRACTOR MUST REMOVE ALL WASTE MATERIALS, RUBBISH, IMPLEMENTS AND • ALL BATHROOMS SHALL HAVE MOISTURE RESISTANT SHEETROCK. USE CEMENT BOARD IN ALL' 30ARD IN ALL SHOWER AND BATH AREAS. SURPLUS MATERIALS, LEAVING THE SITE AND THE BUILDING CLEAN. EXPOSED AND ACCESSIBLE SURFACES TO BE WIPED CLEAN, FLOOR TO BE WAXED AND POLISHED IF SPECIFIED AND ALL GLASS AND MIRRORS TO BE CLEANED AND POLISHED. ALL HARDWARE, • GARAGE AND MECHANICAL ROOMS WALLS AND CEILING TO BE HAVE TYPE-X FIRE RATED SHEE • INSTALL 5/8" TYPE-X FIRE RATED SHEETROCK OF BOILERS/FURNACES PER CODE. RE RATED SHEETROCK. MECHANISMS AND SYSTEMS SHALL BE CORRECTLY ADJUSTED TO PROVIDE FOR PROPER OPERATION WITH ALL APPROPIATE • ALL BATHROOM TILE/STONE AS NOTED ON FINISH SCHEDULE OR AS SELECTED BY OWNERS. Y OWNERS. OPERATION AND MAINTAINANCE MANUALS PROVIDED FOR THE OWNER IN A BINDER FORMAT. WIVISION 4: MASONRY DNRY • ALL WALLS AND CEILING TO HAVE ONE COAT PRIMER AND TWO FINISH COATS OF LATEX PAIN OF LATEX PAINT. ALL PRIMER AND PAINT SHALL BE • THE CONTRACTOR SHALL SECURE AND THE OWNER SHALL PAY FOR ALL PERMITS, REQUIRED INSPECTIONS, BORINGS, TESTING, 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 WI' LL COMPLY WITH THE APPLICABLE PROVISIONS OF ALL CODES, STANDARDS AND SPECIFICATIONS REFERENCED IN • BATHROOM WALLS AND CEILINGS TO BE SIEMI-GLOSS PAINT. ALL OTHER ROOMS TO BE LOW-LL TO BE LOW-LUSTER UNLESS OTHERWISE SPECIFIED 0 TI'HIS SECTION- BY OWNERS. ti ACI531: BUILDING CODE REQU IG CODE REQUIREMENTS FOR MASONRY STRUCTURES • FINISH COAT OF ALL INTERIOR AND EXTERIOR WOOD TRIM, DOORS, ETC. TO BE BRUSH COAT E BRUSH COAT. N G • AC1531R: COMMENTARY ON B 1ENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES m :ICATION FOR MASONRY CONSTRUCTION 2). ALLOWANCES • AC1530.1: SPECIFICATION FOR • ASTMC-90: LOAD BEARING MA D BEARING MASONRY UNITS N-LOAD BEARING MASONRY UNITS WHERE APPLICABLE: UNIT PRICE, STIPULATED SUM, OR OTHER FORM OF PRICING MAY BE TENDERED BY THE CONTRACTOR IN ORDER ASTMC-129: NON-LOAD BEARII • ASTMC-140: TESTING CONCRE- TO COMPLETE A BID AND SHALL BE CLEARLY INDENTIFIED. ASTMC-744: SPECIFICATIONS FI TING CONCRETE MASONRY UNITS DIVISION 10: SPECIALTIES d ~ • BIA: TECHINICAL NOTES ON BI CIFICATIONS FOR PRE-FACED CONCRETE AND CALCIUM SILICATE MASONRY UNITS L NOTES ON BRICK CONSTRUCTION • NCMA: TEK BULLETINS LETINS • PROVIDE ALLOWANCES FOR ALL KITCHEN CABINETS, BATH VANITIES, COUNTER TOPS, BUILT-IN TOPS, BUILT-INS AND FIREPLACE MANTLES y° d~ 5 v INCLUDING INSTALLATION. • 3). COORDINATION ~ U N v N d THE ARCHITECT IS AVAILABLE TO THE OWNER AND CONTRACTOR FOR CONSULTATION REGARING THE INTENT OF THESE PLANS AND DIVISION 5: METALS ALS SPECIFICATIONS AND ANY DEVIATION FROM THEM SHALL BE REPORTED TO THE ARCHITECT. FOR CONSIDERATION, IN WRITING DIVISION 11: APPLIANCES PRIOR TO COMMENCEMENT OF THE WORK. FINAL DECISIONS TO ACCEPT NON-CONFORMING WORK OR CHANGES WITH RESPECT TFHE STRUCTURAL STEEL FABRICA 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. STFEEL SHALL NOT BE PROCEED U BE PROCEED UNTIL THE SHOP DRAWINGS HAVE BEEN APPROVED. • GENERAL CONTRACTOR TO INCLUDE ALL APPLIANCES AND INSTALLATION AS PER MANUFACTL !R MANUFACTURER'S RECOMMENDATIONS. PROVIDE • DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN OVER SCALE. IT IS THE RESPONSIBILTY OF ALL CONTRACTORS AND/OR THEIR . ALL STRUCTURAL STEEL SHALL I L 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. PROJECT. F REPRESENTATIVES AND EMPLOYEES TO BRING ALL DESCREPANCIES TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. DEPARTMENT UPON REQUEST IPON REQUEST. • UNAUTHORIZED ALTERATION TO THE PLANS AND SPECIFICATIONS MAY BE UNLAWFUL AND MAY INVALIDATE THEM. VERIFY ALL ALL STRUCTURAL STEEL FABRIC CHANGES WITH THE ARCHITECT. SPECIFICATIONS TYPE 2 CONST ,L STEEL FABRICATIONS, ERECTION AND CONNECTIONS SHALL CONFORM TO THE LATEST AISC STANDARDS AND I TYPE 2 CONSTRUCTION EXCEPT AS NOTED. E • PRE-CONSTRUCTION MEETINGS ARE REQUIRED FOR CONTRACTOR AND/OR SUBCONTRACTORS AND ARCHITECT AT SITE BEFORE . ALL FIELD CONNECTIONS TO B IECTIONS TO BE 3/4" DIAMETER MACHINE BOLTS UNLESS OTHERWISE INDICATED. SHOP CONNECTIONS SHALL BER DIVISION 12: MECHANICAL EACH PHASE OF WORK BEGINS. PER TYPE 1 CONSTRUCTION PE STRUCTION PER AISC FOR PORTAL FRAMES AND SHALL BE DETAILED TO DEVELOP AT LEAST FULL ALLOWABLE ItTV to • CONTRACTOR IS RESPONSIBLE FOR ORDERING MATERIALS AND VERIFYING ALL QUANTITIES. MOVEMENT AND SHEAR CAPA ID SHEAR CAPACITY. ALL REMANING STEEL TO HAVE TYPE 2 CONNECTIONS. A-307 BOLTS MAY BE USED FOR MINOR • THESE PLANS AND SPECIFICATIONS ARE AN INSTRUMENT OF SERVICE AND ARE THE THE PROPERTY OF THE ARCHITECT. CONNECTIONS WHEN ACCEPT WHEN ACCEPTABLE BY LICENSED PROFFESIONAL ENGINEER. • NEW BOILER TO BE HIGH EFFICIENCY, 90"/do OR BETTER. d' :OLS ARE REQUIRED. • ALL WELDING SHALL CONFOR7 AALL CONFORM TO AISC AND AWS SPECIFICATIONS. • PRESSURE-BALANCING VALVES IN ALL SHOWERS. SCALD GUARD SHOWER CONTROLS ARE REQU ENO a+1' • !STEEL ENCASED IN CONCRETE' IN CONCRETE SHALL NOT BE PAINTED. ALL STEEL SURFACES NOT IN CONTACT WITH CONCRETE SHALL RECEIVE ONE • INSTALL ALL PLUMBING FIXTURES AS SELECTFED BY OWNERS. F FITTINGS SHALL CONFORM TO THE REQUIREMENTS SHOP COAT OF APPROVED PAI AND HIGH STRENGTH BOLTS," 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 SHALT 'NGTH BOLTS, THESE AREAS SHALL RECEIVE TWO COATS ONCE CONNECTIONS HAVE BEEN COMPLETED. OF CISPI STANDARDS 301, ASTM A898 OR A6TM A74. PIPE AND FITTINGS SHALL BE MARKED WIT E MARKED WITH THE COLLECTIVE TRADEMARK OF u d • NO BEAMS OR COLUMNS SHAI =OLUMNS 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 ENGIN SSIONAL ENGINEER. ARCHITECT. • ALL NOTCHING AND BORING TO FOLLOW NEW YORK STATE CONSTRUCTION CODE AND MAP :ODE AND MANUFACTURES SPECIFICATIONS • THE STRUCTURE SHALL BE PRC E SHALL BE PROPERLY GUYED AND BRACED. (LATEST ISSUE). • GROUT UNDER ALL COLUMNS ALL COLUMNS AND BEAM BEARING PLATES. GROUT SHALL NON-SHRINK, "PROPAK" OR EQUAL. • PROVIDE LOOSE LINTELS AS RED LINTELS AS REQUIRED FOR OPENINGS IN MASONRY WALLS AND PARTITIONS. • PROVIDE HOLES IN SHOP FOR IN SHOP FOR BOLTED BLOCKING, PIPE PENETRATIONS, ETC. DETAILS SHALL BE SHOWN ON SHOP DRAWINGS FOR REVIEW BY ARCHITECT. • BEAM WEB STIFFENERS SHALL I HITECT. FENERS SHALL BE PROVIDED AT POINTS OF REACTIONS. DIVISION 13: ELECTRICAL • ALL STEEL THAT CONTACTS AC CONTACTS ACQ PRESSURE TREATED WOOD MUST BE HOT DIPPED GALVINIZED AFTER FABRICATION, 2-MAX (6185) OR TYPE 316 STAINLESS STEEL. AINLESS STEEL. • ALL ELECTRICAL WORK SHALL MEET OR EXCEED NEW YORK STATE CODE. • ALL FOUNDATION ANCHOR BI )N ANCHOR BOLTS SHALL BE 5/8" DIAMETER WITH AN EMBEDMENT OF 8" MINIMUM. PROVIDE 3"X3" H.D.G. . ALL BREAKERS AT SERVICE PANEL SHALL BE ILABELED. SQUARE WASHERS AND NUTS. :RS AND NUTS. • INSTALL COMBINATION SMOKE AND Co DBETECTORS AS INDICATED ON PLANS. DETECTORS SHA )ETECTORS SHALL BE HARD-WIRED, ARC. • ALL FOUNDATION ANCHOR B )N ANCHOR BOLTS MUST BE HOT DIPPED GALVANIZED AFTER FABRICATION, Z-MAX (GIES) OR TYPE 316 STAINLESS INTERCONNECTED, WITH RECHARGABLE BIATTERY BACK UP. STEEL. WISE NOTED, FOUNDATION ANCHOR BOLTS SHALL BE PLACED 4" FROM EXTERIOR SIDE OF FOUNDATION WALLS • INSTALL FIXTURES AS SELECTED BY OWNER!S. ~4 DRAWN:MH/MS Fi S? • UNLESS OTHERWISE NOTED, R WITH RIGHT ANGLE BEND AW JGLE BEND AWAY FROM EXTERIOR WALL OR DIRECTED ON BOLT. • ARCHITECT AND OWNER TO WALK THRU )WITH BUILDER AND ELECTRICIAN FOR VERIFICATION It VERIFICATION OF ALL SWITCHES, OUTLETS, SCALE (SEE PLAN) ,j • A MINIIMUM OF ONE ANCHO F ONE ANCHOR BOLT SHALL BE PLACED WITHIN 6" TO 12" FROM ENDS OF MUDSILL PLATES FIXTURES, ETC. PRIOR TO INSTALLATION. doll SE-ET NU April 12,2010 • ANCHOR BOLTS SHALL BE PLAC i SHALL BE PLACED WITHIN 6" OF MUDSILL SPLICES. 518" X B-1/2" STEEL POWER STUD BOLTS SHALL BE USED WHERE ` SHEET NOMBEIi: NECSSARY TO MEET SPACE REC AEET SPACE REQUIREMENTS (21 DAYS PAST POUR). t9 r PAINTERTO PRIMEAND PAINTALL DOOR EDGESTOMAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEENTHE DRAWINGS, THE SPECIFICATIONS, ANDTHE FIELD CON ND 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 KENT 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 RECEII ALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS ? S-2 O PRIOR TO RECEIVING FINAL L PAYMENT FROM OWNERS. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FORL DELIVERY OF EQUIPMENT AND MATERL i REVISIONS RMMSET 12A5/2009 BIDSET 12/17/2009 PEWITSET 09/1212009 STONE CAP y ff"dull MUM NICHIHA VERTICAL PANEL - - _ _ - - - - 7 - - - ---..e.-- - - - - BRACKETS _____/4X6 NICH /5/4X12NICHIHAL _--_S 1 w/5/4% FREEZ - s ~ 1_.l~_ GAF /ELK L TIXR VERS X TIMBERLINE PREMQIIE_------ - - - ASPHALT ROOF SHINGLES y emu. J4 _ - I 5/0.%B NICHIHA_ FREEZE 81). -1XB VFRSATEX,:4, IB VERSATEX=:f - x 5/4NICHIHA-~1- "FASCIABD 'ASCIAAD a l ly)~, STONE CH,IIMNEyY_(~( j -P N HI f - r ° - _ - - BANDING L Q °z l 1 f _l-.t' 1_. C r t L T-~(~Y T : L r= rte' l _ r~~ O W l a p tV, r -XT. CASING 4P 1014 FG Ll Ls;(. I~ -1-. X, L NICHIHA SHAI(E T _ COLUMN 1 - TIMBERTECH _ Y11c TI SIDfNG _ r VINYL RAILING } j *rut H a - T ~1r ~ - ~~a7~~I~s a_ II AC ONITS OI ~ L -~TTHICKSTONFJ l ~A ~ - coNC. sul T-- I AC UNITS ON - f r r ~ coNC. sue 1 T I I 1 ~r PATIO jI, STUCCO FINISH VINYL a~ ~4 ,u rueEOi'1.7y `~;C-~(~ ~M1 ~),aw ~~7 l STONE LATTICE d Lo EAST ELEVATION SCALE: 1/4" = T-011 a a~H ~ H 0 a STONE CAP t~ N,J~ - 0 µsGAF/ELK - TIMBERLINE PRESTIQUE - - - - --_~SPHALT ROOF SHINGLES- - 5 0 5 6 NICHIHA`--~`W O ~ a 1- - _ _ R b~Z ~o ~u FTT-l o, N ~ow3 c. - T_1~1F - ED - T 1-1- T- 5/4XB NICHIHA ~s 5/4X4 NICHIHA I 4T FREEZE BD. - w - EXT. CASING = - _ __-1X8 VERSATf%- I - ,I r - FASCIA BD. - - - L _ V ~ V O I 1 5/4k8 NICHIHA I U) STONE ~IV~ F CHIMNEY~~ _ -I14X74 FL ~ _ ~l._._ J}J ~ ~ 1J~1 L 1 _ C IZ L _ 1 t - COLUMN _ ~7 I ~Ii~J I Lulh;~ `;c~ 1 L. 4J I NICHIHA SHAKE - I vowi ` 7J ~-1-- 1 7 7 I~ ~1 F. 1 F 011 74 7 5/04 MAH. DECKING 4 r~ R 1 VINYL STUCCO FINISH LATTICE` m~. DRAWN; MHIMS NORTH ELEVATION SCALE: 1AP'=1' 0" JOB SCALE: 1/4" = 1'4' Apd112,2010 SHEETNCMRER: '•f'' eib 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 CC AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FORT APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBL 1ALL RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS o(O PRIOR TO RECEIVING FINAL PAYMENT T FROM OWNERS. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FCDR DELIVERY OF EQUIPMENT AND MATE] IPMENT 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 SIHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECI RC SJON5 REVIEW SET 12/15/2009 BID SET 12/17/2009 PERMITST 04/12/2009 )ICY "?I r `_lf` 1Rl LEE FVPON BRACKETS w/5/4X12 NICHIHAf___- GAT ELK TIMBERLINE P0.ESTIgUE 2UE - - - ,-,,,,_ASPHALT ROOF SHINGLES-- GUES- GEES w~ a rW o VI - - FREEZE Bp. Lill _ FASCIA ED, TI' J 5/4X9 NICHIHA=- I~ ]-I_ _I F_---1 1 -LL _ _I_ T BANDING i r1^"I~ W TW ~a Vl ~ l C 1I-[ i- - I,- TT- L. - - I I T LT I L_1~ -~~~_l2 I J LI 41 O q _L 5/E%T. CASINGA If _[l IJ1_ T C2 JT_J?TIT- - L.J 1i1[ C ~~I1 _ Ji = ~1. I . ryJ ~ O t ` T``lT II i Ii 1=- _ 1 T i NICHI HA SHAKET ~I :H 1 r ~I I L~I I ~ I SIDING ~ TIMBERTECH 0. ~-ILliT-I TI J 1_-I--1~i ~LL~I1 C ~ - ®®~L C11._1r LIl_ TT T L['~_ [i_ - I` AC UNITS ON - L~ i _ A 01 B 1 4- 7 C I T fL C1.I ( .Tl _ J- _ I .J L_ L SIr _ Ly - ~-L T ] TNICK STONE~f 11 ll ~I .,~A, FI TFI STUCCO FACED WINDOW PAT( ~l~rX l ~p(~ I IJ f1t D1 -,_I I~~ 1 1J~~_ _>L12.If711~ 2 _ 7 '91 ~I~z I WELLS (CONC. BLK.) w/ STUCCO FINISH I 1 d I : Ir1CULTURED~ ;2' STONE ' W PAINTED CRATES I - I 'e 1 >r r F"5. b STONE. WEST ELEVATION SCALE: 1/4" = V-0" 1-1 L) a SmII N a ~1 ~ a ~ 11 F S70NE CAP SUN POWER SOLARPANELS BY GREEN LOGIC (631) 771-5152 __~r LAS -I_ MID FVM30 O N W GAF/ELK ~N ~ F O .f ~ N V TIMBERLINE PRfSTIQUE - ASPHALT ROOF SHINGLES - ~ ~ H L Mz~ RAN - ~ ~ v Q U O ~ N q ~ V] v P yN 7T 5 liJ ~ I _ I AIE D fr bD ~ ~ \ VU n ~ .rr ~ CJ N El.IXB VERSATEX-_---'- 6 v o w 3 F 0.i FASCIABD. F V -j- F NIC 1 BANDINGHA_. O L ® ~ - -1 STONE r N ICH 111 ~L SIDING IHA SHAKEJ-F' _1 I kS AKEJ-1~ - - CHIMNEY E ~ ill _ I T II~IT=,~. 0-r T_,~ 1. -I 1 I _ 9;, r rI I TIMBEI - 1I_TIMBERTECH 1.~1~- 11 r VINYLF F VINYL RAILING r r 1,~-:.:L S/04 NICHIHA L r II ~ n l EXT. CASINO - LLL I J L1 l ` ? S J_T L 7~Rr~1r~lc~:~~~ox(~iisSr(dlirar~f F 1 rr y : I x 1. 9 ? al IA fCI STUCCO FINISH SOUTH ELEVATION DRAWN. MIiIMS SCALE: 1/4" = 1'-0" A SCALE: 114"=1'-C" d a' 1DBk a, .a i nhiinx,xmu SITEE:T NUMTIER. s PAINTERTO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONC 1D 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 I LL 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 MATERIA ENT 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 of0 PRIOR TO RECEIV 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: REVIEW SET 12/15/2009 910 SET 12/17/2009 PERMITSET 04/12/2009 4~ 32'-7V2" 41'-0" : 9-11" 13'7/0" 13'70" 9'-6V~" 1 -41 3'-3" G'-3" 23'-10V2" 4 E d i dp CONCRETE WINDOW WE O STEEL ORNFE COVERS STEEL GRNEf COVERS) CRETE fONEC WtMDCAV MIN. ABOV FIN. ORAC k' I /SHONE CAP N6,STUC( a' iy I I -D FINISH. PROVIDE STONE BI ST000Oi Z e r • d D d. ° u• • d D O. n 0 D d. n• 'D G. • d D. ~H. PROVIDE STONE ~,i14... ....--„4.. ..>6 d a NOTE: 4 D• _ D I AND DRAINS 4ONNECTEI 1'• - ..~..24 TO DRVWELU (TYPICAL) D DRAINS 40NNECTED SEiV1 e' 1 _ ORYWELU TYPICAL) I__' '----'WA - - ° a. ° . a i c . LL SETS IN D D 1/2 39'_6 O D ? •D -_.TOR Of WINDOW ' -I TOP 9F-WINDOW _ _ _ _ _ . LL N •D , AT 6 AFF AT 6'-9" AT D BOX IN w/( /12%ACQ I BOX IN w/ 2X ACQ v I M 0 DD ' Is ea D Ix '3 O Z F. 6 e , _C ¢ K f I~ D no W X 3 d"TII;An WnnD.1 'I Q]6" I I~ ° •m ~ ~ i ~ e4 D1 D o VJ II 5,_01GARAGE u p'+Q n, _ N1 < D C D ° 4 M vDd NFO SLAB, 0W e RE ) p - REINFORCED 6X610/1/10 WWM , mil POLY VAPOR BARRIER OVER 4" GRAVEL COMPACTED BASE 6 '5%5X1/4 STEEL COLUMN w/ ' BXE PLATES w/ 5'-6"X5'5"l I Y D D O F~ CONCRETE FOOTING w/ (3)1-3/4X14 ML FL BEAM - - - - , MIN. (7) #SREBAR e.w. (VOC) I _ , -77 v ' ~ c I 14 TJ~ ~ WOOD-1 ° HOTTUB . IALLY < ERIFY DIMENSIONS TNP - OL MA BLOCKOUTS WITH off' 4J•X `Go,' / 5 rv 34'-10" e INSTALLER PRIOR TO ,rv D x . _ _ _ 0 CONSTRUCTION D . ° V WOO Irv v 0 v e'~ 0 v' v a e av %I M F B M~ x FJ 016-CC v e ~ u~ I D9T 16R IUP' rv w • •v p]-5/B^_ to I 13'-5° © 3'-3" 1'-9" 1'-101[ si, 4 . ' v v v x(3)1-3/0141ML FL. BEAM e WIII x 'k iNPu I m C i LEDGER BOARD TO BE FASTENDED 4 EWSI 1 io i TO BUILDING WITH TIMBERILOK0 SELF-COUNTERSINKING SREW9 BY OLYMPIC LYMPIC MA MANUFACTUUFACTU0.1NGi 0 '-in ni I ' I a. ¦ 4"T1156DWODD-I FI al6"OC ~ I (2 SCREWS 3T' O,CJ D w I •'a 14"%74" CONC. PER w/ ' nr t 1). HOUSE: x aaG n ~ ' . 24"X. X12'CONC. FTG, TIC' THICK OPOF FOONDATDION TO BEAO VEFINAPED AS PER SECTION R406 r MINN. 3- BELOW GRADE SEPI'IL EXTERIOR OF FOUNDATIONS TO .114-1 BE DB ION R406 ON R406 ¢j 222~~~ D° C75D C75D I d FO N.Y.S. RESIDENTIAL TIAL CODE WITH A BITUMINOUS COATING. m FOUNDATION HAVE 2UCONCRETEX4)KEVWAVFOOTING. FOOTINGS Qui TO HAVE 3 - NS CONTINUOUS RE BAR. FOOTINGS ~ 30l ALL FOOTINGS TO REST ON FRONT PORCH UNDISTURBED SOIL CMINIMUM3000NCAPACITY). ae n N I N ,DD ii~iii ^ N 2) GARAGE: I C a IT' THICK POURED FIN GRADE. FOUNDATION, 3008 psl TOP OF FOUNDATION DATION O i i i 14 D•, Il) TOBEABOVE FINAL ALGRADE. CONCRETE STAIRS r'-I STONE TREADS W PC FOUNDATION ° •DB WOO-DI IUNDER POSTSABOVE FOUNDATION WAVE 16"X6" CONCRETE (2X4) KEYWAY FOOTING. FOOTINGS •eS ~ " TO HAVE 2-#S C ONITINUOUS RE BAR. ALL FOOTINGS TO REST ON DOTIN IS I S, DEEP TREADS - -Z ' w/ 16'X8" CONC F . ° UNDISTURBED SOIL (MINIMUM 3000# CAPACITY). I J 6X6 ACQ POST "ill - ui" ~ 2X4 KEYWAY, (2) NS RE9 EBAR ANCHOR TO PIER " 3). FOUNDATION SLAB TO BE 4" THICK, 3001 CONCRETE ON COMPACTED FILL. TED FILL. DBL. WAOD1 UNDER WALL ABOVE v4 THROUGH COLUMNS D ' ~ ° ~ - ~ - -4 - ~ - ~ - ~ m ABOVE CONNECTED INSTALL 112" EXPANfAON JOINT MATERIAL WHERE SLAB MEETS ADJOINING ING B D4 I I ABOVE CON CTE WALLS. COLUMNS MWST ALSO BE BLOCKED OUT AND 1501-Al FROM THE THE a REST OF THE SLAB TIME BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE AND POSITIONED 50 THAT THE POINTS OF THE SQUARE MEET THE CONTROL _______I_____. •'c if-ni JOINTS. CONTROL JCOINTS SHOULD BE NO LESS THAN ON E-FOURTH THE ]NETROL m a rn I'u1O O THICKN E55 OF THE SUAB IN DEPTH. MAXIMUM JOINT SPACING SHOU LD EQUAL J EQUAL X U urdiii SLAB WI DTH. MAXIMIUM JOINT SPACING FOR 4INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET.. bin F__•„___ _ BE N NO C 1 R D, I F - PATIO O 2" STONE AS SELECTED BY OWNERS a OVER 4" CONCRETE REINFORCED '9 . 4). PROVIDE 2-2X6 ACQ SILL PLATES UN LESS OTHERWISE NOTED. SILL PLATES is ARE TO BE INSTALLED OVER COP-R-TE%TERMITE SHIELD AND FOAM OR TES 0. ~ z N v w/ 6X610/10 WMM AND CONTROL T ! > a, FIBERGLASS SILL GASKET. v JOINTS AS REQUIRED OVER ° COMPACTED CLEAN (DEBRI-FREE) SOIL D. 5'-4" ° _ 5). PROVIDE 5/8" DIA. ANCHOR BOLTS AT 31A" O.C. AND W/11'-0" OF CORNERS, lNERS, a ° ba • ° W_m INTERSECTIONS AND SPUCEDJOINTS. ANCHOR BOLTSARETO HAVEA _ - - - - 0 , ° o a . • ~i~ MINIMUM PLATES INTO THE CONCRETE. EACH ANCHOR BOLT ARE TO f ARE TO U & p / 19" TIISRO WOOI11 FI 016"O! DBL WOOD-] UNDER WALL ABOVE BE ATTACHED TO TO SILL SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. v y 6). DBL. RIM BOARD (1-3/4"ML) OVER BASEMENT OPENINGS. OPENINGS FOR ;s FOR W N N 94 S WINDOWS ARE TO BE BOXED D IN WITH 2X ACQ. VERIFY OPENING SIZES WITH WITH F A G,C. PRIOR TO BUILDING FORMS. PROVIDE AREA WELL AT EACH WINDOW OW rv •d • ° OPENING. u7 I DOUBLE UP FLOOR J'QlST5 UNDER PARALLEL WALLS ABOVE, PROVIDE I ° BLOCKING AT B'0" [p,C. AND MIDSPAN. in 3 D ° sa PUBLIC WATER R). PROVIDE COMBINALION SMOKE/Co DETECTOR PER CODE. n p MECHANICAL AREA - C1PI M Lin V Nore If. BOILER ERIFYWITIL EINSFACTUR S01'1NETSTRTU ONSWITH I[LOC y ' LRCM. 4 T ANDS ATE CODE FOR MINIM MANUFA OIM WALL CLEARANCES PRIOR TDINSTINIM C. O •C INIF I NOTE: 3j VERIFY WITH YA CIEI PEQl110.EN FN IGREQUI C INSTRUCTIONS FOR X o I ~ 'd Q INSTALL 1/2' PRESSURE-TREATED F LICENSED ENT11. . ¶ INSTALLER ER SHALL HE EI HEATlNG CCONTRACTOR WITH FH SHEATHING ALONG OF HOUSE PA METER D RNOWLOV/LT ACA ED )AND NIEUS RY PRACTICES ef FOR FO OF HOUSE AND PATIO - -MINIMUM INSTALLATION lprv OF ofECEPT ACCEPTED H INVD ENTNT srlovnmgus wuunOlus Of THE EpNPMENT INVOIVEO,. r- - 2'UPSIDEWALL. -1NSULLSIe TVaGXOR,lHELTIE.COOVER FURNACe wn cooE.-- a roe.-_ __-a (~AIAS'lll D W ° . a v ~ . ~ v Q L uy 28401 3B20 FOUNDATION PLAN T _SCALD; 1/4" 1'-0' U. tn CONCRETE STAIRS N "e + oo e 1 STONETREADS DN 16" DEEP TREADS VERIFY FIREPLACE DIMENSIONS IN AIN A B M F FIEL9PRI4R.TOICgNSTquCLI9N NECT FO R EL v v r a v e 2'-7" 2'-7Vz" 6'-0" 2'-71/" 5'. I5 WITH 71/2' STVERIFYSTAIRW UCCO FINSHEWADLIS, PROVIDE FTONEITREADSNAL E W PROJECT NORTH 5'_21/2" 21Pz" 13_p4'-0" I ~ n 4 yl r? 8Sa SC s. DRAWN: MH I MS 0%w SCALE 1/4"=V-0" "4,77 JOB 4: April 12,2010 ,o~ l•a SHEETNUMBER: 81° I~ Ak,fry.., A-3 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 C IS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK, CONTRACTOR SHALL VERIFY ALL GENERALCONTRACTOR TO COORDINATE MEETING WITH OWNERS ROR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSI SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS C f O PRIOR TO RECEIVING FINALPAY PAYMENT FROM OWNERS, ERS. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES I FOR DELIVERY OF EQUIPMENT AND MAT UIPMENT 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 d 0 PRIOR TO RE ItEVISIDNS REVIEW SET 14/15/2009 BID SET /R/]009 PERMIT SET 04/12J2099 32,_71/2,-6„ 61-31. 32.-71/" 10'-2V2" 2_g" 3'-0,. 11'_0" g_0„ 11,_0.. 6• 60 (3) 1- /4X1-7/8 ML HDR I i (3) 9-0/ ML HDR f319-111 ML HDR i PROV NIDEDE 1RAIN H O O N I ~I I~ MASTER LNDRY la I~ RM. 5._b.. N iV Cil;TER BEDROOIM Ip ly 3'- 4'-41/2" I W ~j LLI LLI GARAGE WI LL, F - 5/B"TYPEXF.RLS.R. EI O O I IV_8„ J - Z u!Z \ o i c I ON CEILING 6'WALLS p, 0 I I ~ O N r 45MINUTEFR.DOOR / m p' m J SELF CLOSING HINGES " • STEEL JAMB PER COD[ In I m `I 1 77 10/ _ ',g____________3_ LID ROOM m f ®5 I I I yl SOLID CORE DOOIR w/ n ~ O DOORSWEEPS BRE ° - WEATHERSTRIPPIMG I~ i m I VI ~ W.I.C. - 4'-5' a I U0 - - H Lr '----------'m-- - - - - `F I B H CO 4 7 f 11 ` ~I~ r Q1 HOTTUB ` N LL d- LL O 1 PANTRY Id (3) 63/4X14 ML HDIR l (3) 63/4X1 ML HDR 710. PANTRY I~ i1a^n136nWnno-1 FJa1e^nc a f1BO 11 J- 61-61, (2) 1-3/=4X14 ML FL BEAM t 2 -3/4XI4 ML F .BEAM Ilya 12X6CIaI6"nC .a I W _ f2)1-3 X14 ML FL BEAM I' ~ I~~ ~ 1 \ 1 2 - - Ilm Od m B: Q ® 6, v ISE NOTED, a KITCHEN v Ir Ln I). PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED. x - • 2) EXTERIOR WALLS TO BE FRAMED WITH 2X6 DFN2 STUDS AT 2X6 DF#2 STUDS AT 16" O.C.. H a m DINING (CCOFFERED CEILING) 'l'm 3I EXTERIOR SHEATHING TO BE I/2" THICK FIR CDX PLYWOOC . FIR CDX PLYWOOD ~ H a LLEL WALLS ABOVE PROVIDE F' - - (2) 173/4X14 ML FL. BEAM - - - I ` 4). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE PORCH 1 BLOCKING AT 0 C AND MID5PAN. 5/4X4 MAH. DECKING r 5). PROVIDE 3 -2XIO DFN2 HEADERS OVER ALL OPENINGS UNU V.L OPENINGS UNLESS 6%6 POIT f ' , n N OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2. :R 3 FT. TO HAVE 2 JACK STUDS -----^OOO l N M ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EA O O O i MICROLAM HEADERS. .1 11 i ' f EXTERIOR B JACK STUDS ON EACH SIDE FOR HALF WALL - , , ; TO HAVE DESIGN-PRESSURE UPGR 1 RI-PROTECTION PANELS WITH FA: GN-PRESSURE UPGRADES WHERE IN PANELS WITH FASTENING O • yL - (2) 1--3/4X14 ML FL BEAM ` 14X14 F.G. HARDWARE PROVIDE UNLESS OPENINGS HAVE IMPACT GLAZING. APPLICABLE N COLUMN 7). ALL MULLS, VERTICAL HORIZONTAL, ARE TO BE PROVIO IPACT GLAZING. 11~ ARE TO BE PROVIDED WITH M, - 1 f _ TSTONE PATIO-- 1 1 ! 1 i. 11- o ~ rn il. .E. .B-2. W Im I ? . . it m BJ. INSULATE ALL EXTERIOR AND INTERIOR WALLS. 2X6 WALLS. WALLS. 2X6 WALLS AT R19 M .~1~ C p O iliLL w N ILL - AND 2X4 WALLS AT 1I3. n p In 1^y 'VU (2) 1-3/WXI4 ML FL~BEAM m O • ~ ' T i~ LL I i ~ a 0). INSULATE CEILINGS WITH R30 INSULATION. is iK d C I v 10J. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/e" SHEE H p ITOWITH SHEET ROCK , „ Z - . BATHROOM SO BE MOISTURE~RESISTAN SISTANT ON WALLS AND C AND IT ON WALLS LS AND CEILING. 11). PROVIDE COMBINATION SMOKE / Co DETECTORS AS INDIC. m 2-' ON PLANS. INSTALL PER CODE. EFECTORS AS INDICATED -•II^ III ENTRY Im ,ICI ~ c~ J., C p eN ~ F" U X ,y V ~ b N - - LMINGRoo _ o N ~ ~ N v (CO)FFERED CEILING) ~w3 G BAT No. 1 G - .z . rn ~ / 19" T11350 WOODI FIra16"O[ Ll - O DEN ~ (2) 1-3/1014 ML FL BEAM O 1ST. FLOOR PLAT R PLAN tau; ~1 A SCALE: 1/4" = 11-DI :11-01 33H m , / - ' FWSH HEMTI ' - - - - - - - - 2- 1'1/1 E@ PROJECT NORTF u NORTH U N LIVING SPACE: 2126.1 SQ. FT. 2126.1 SQ. FT. 10'-2" 2'-7" 2,_7„ 16,-o" 36'-5" //ate q~A DRAWN MHIMS SCALE: 114"=l'-0'- JOB 0: " April 12, 2010 SIR:ET NUMBER: loq 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 CONDITION i FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR NPPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALI O FOR ALL BUILDING DEPARTMENT INSPECTIONS R A-4 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR I DELIVERY OF EQUIPMENT AND MATERIALS, AN ND MATERIAL{, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEIETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FI1 ~ TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: REVIEW SET 12115/2009 910 SET 12/17/2009 PERMIT SET 04/12/2009 32'-7Vz" i6'-6Ve" ______________________________________________________________2X6PLAYE____________ j'. III I BEDROOM No. 3 1 I 1 1 ~ o io 1_____________________________________________________________________________________________ U) 1 5'-6" PLT. HT. _ N is 1 1 Iru-m¢ Luau*i q~ D Fi V WDRY PIA INTLIRF I0VVV1 - 1 ' 5 /2%90FNTU n16"OC - II I~ ulmmnle,wvup~-~ O . O O ~ - - - - - - - - - - - - - - - - - - - - - - - 7 n- 1 I,. I. LUPOLA o - non o II III ~ nrlnvrun In a N P, - - - - - - - - - - - - - - - - - - - - - I I BEDROOM No 4 ~~-_._--------.ATTIC/STORAGE ~i O - - 3'-0" . 4'- 3' 0" W ~ r7 ~ w F--- 1 5.5^PLT. 6'-6"PLT. HT. _ - O ~ _ ~ O z'-0 f- II S'-6"PLT. HT________. C®1 OC - c C~p16"OC/ 6 II 5i O - A'-A" u II LT HT~ JTL _I 0 I I I I Qi = I l i l l i l ~ ' I vB-fH N,'3 II Iln II,~I II',I BA-rH No. Z i 1TnvRE UVOu II Ilj ~IJ I~ II~IP'~ IIA11 uvou - l lIl' I,l j 1 III ROOF POCKET it 1 - w 1 l III I I' I,- II'Il ull Ili~lllll ,Ill 1 1 t ,1 1 x Utl SOLD CORE DOOR w/ r - - - ry 1 m D I I i i WSRIiERSTR.IHOR EV P : I I I i I I IPPING i ro h 6'6" PIT. HT: 1 - - 0'-3V" N F PI d- BATH No. _ 8. 9' CLG. HT. BATH No. 2 4' - 9'CL6.HT 111 ~I J111 ~Illl ~l~l II"i O O ~ J U O ~ - _ lli lllllldJ",III Ii ' ~ ~ x a 6„ i p iIl lll'~ni ''~Ili,'ilil''iil'I o d III',I llll~ II ROOF POCKET. A 1) CEILING HEIGHT AT B' D" EXCEPT WHERE NOTED 1 ti a ~ H CO l II "I'I II j III IIi 1' 2). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DPN2 STUDS AT ifi" O.C.. N w7~ I m 0j 3) EXTERIOR SHEATHING TO BE V2" THICK FIR CDX PLYWOOD. I III :~~'ll I f' ~ i r-1 V IPC~'' + - 2X6 _ ALL i i 4). ODE OVERALL OPENINGS UNLESS u"~ V PIT HT D. . ALL OPENIN(GS OVER 11 O. O HAVE 2JACICSTUDS .G OTHERWISE NOTE ON N EACH EACH SIDE IDE OF OPENING. . PROVIDE 3 3 JACK JACK STUDS UDS ON ON EACH SIDE FOR ® LOFT x CLG. HT NILL = MICROLAM HEADERS. I m 5). ROOF POCKET BASE TO BE STANDING SEAM COPPER FFYPICAL) m ? ' ' m 6) ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE EBRI-PROTECTION PANELS WITH FASTENING WIT OPENINGS IMPACT GLAZING (\,II 'K f HARDWARE UNLESS PLT. HT 7). REVIEW MULLS ON PLAN, SPACED) MULLS TO BE PROVIDED WITH 0 H LT" 7 . ix OFd2 SFUD POSTS UNLESS NLESS OTHERWISE NOTED. H / -O ~ v o ~ i - B) INSULATE ALL EXTERIOR AND IN'RfRIOR WALLS 2%fi WALLS AT RIB Ili l 111 II i!~IIiVI II, Ij'I,I'llll I'I II r AND2X4 WALLS AT RI3. ~ 'I illi I,II III IIII III III (III Ilil IIIL I~II'IIII III, II,IIII~ra n III I u, ,i VIII it Iliul VIII IIIIII I'I I i ~ ~ 9 INSULATE CEILINGS WITH R301NSULATION. ALL CATHEDRAL - - I pII ~ I I I I I I I l i I ' a i i I I I III I I I i l l I 6 i ) SECTIONS TO BE PROVIDED WITHI A F AIR SPACE BETWEEN ROOF -al ljli lull Ili Ih 'illil Ill, 111 l ISHEATHING AND INSULATION. ALSO PROVIDE I-1/2"THICK FOAM gi - A'-W PIT HT u IIIIII C0.00F POCKET'S 1111 INSULATION 1'A" FROM EXTERIOR WALL PLATE INTO HOUSE ON ti y x Ci Y III VIII IIIIh III IC PP II; II ,,III III Ih CATHEDRAL ROOF PARTS. IiiIIIi i11 III !II ~ III"li III II IIIIIII III ; Ill pU 1. ~iI lj 6I Ilpl Ili Ii11, III ill Aryl 9). ALLWALLS AND CEILINGSUR-RPROVIDED WITH SHEET ROCK. ,FA III I'lll~lilil'I~IiII J III I~I I;I~I~'i N BATHROOM SO BEMOISTU0.ERE;SISFANTON WALLS LLSAND CEILING. Lo140 ~iIIII I,I I, u ~ v I O ----------<J-3°----------~ 10). PROVIDE COMBINATION SMOKEE/Co DETECTORS AS INDICATED ON PLANS INSTALL PER CODE. N ~ E d OQr O d ~ W I O JI _.i. ryl BEDROOM No.2 1- N I 9' CLG,. HT. 2ND. FLOOR PLAN A SCALE: 1/4"' = 1'-0' U U L 0 BEDROOM No. 1 9' CLG. HT. 1'1 I•" A'-A" PIT. T ! 9XP DFH1 I, _On 7r-5n Ol (D ~ EW PROJECT NORTH - in Sr_ 9r. 14,_~Vs Sn LIVING SNACE: 989.0 SQ. FT. 16r-6V9" 19'-2Vs" 2'-8" Ni f Tv ~4 . I DRAWN: MA I MS N SCALE: 1/4"=1'-0" JOE CfA .i 4~"Naf APnI 12,2010 I i, SHEET NUMBER: 'HALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A -s PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINOS,I, THE SPECIFICATIONS, AND THE FIELD CC I, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOIR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIB 1LENIENT 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 1SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO REC of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FFOR DELIVERY OF EQUIPMENT AND MATE REVISIONS. REVIEW SET 12A512009 010 SET 12/17/2009 PERMIT SET 99/12/2909 - - - - - - - ~I I~ 2 o I I o 10~ n , \R rvl I~ \h `yl ,x i x10 nv,u2 nR 91R"(Jc (2) 2X10 DFk2 Tw^ \ HEADER 2x10 ~IDCE N P O ;I p 1-3/4%14 ML RIDGE w w w W( 13/4X14 ML RIDGE (2) 1 DFk2 HEADERJ~ - 21i, 2%0 DFN2 HEADER) ' o 0 W O ER ER I /2~/ rv l IN (2) 2X10 rvI I rv I HEADER CL C 10 P~>L ~I I~ I (3) 2XID DF#2 RAFTER R0. pl"QC of to ~'I' RR 916: / %0 DFX9FIR a AMIC e id p U~li,~~, II I%HN1. ILL ~„i~~IV; ~pl Mil I ROF POCI<ET_ _ a" _PDCKE?O OF 0.gOF 1-3/4X11-]/B ML RIDGE pu ; N'u S i (3)2X10 DF02 RAFTER ~ (3) 2XlC //1\`(`//I\\ / (3) 2%10 DFN2 RAFT _ _ _ T ~ - - C ~ I2) 2%70 DFN2 RAFTER y T. C _ oa x x aU C w I 1~ a~ 6 ~ 16 , , Qy O f u y/ DO 2 1) APPLY 1/2" THICK FIR COX SHEATHING OVER ROOIF FRAME. v \RA76' IDGE ° " Ip a I -S o 2J. DAPPLY IRECTLY METAL DRIP EDGE OF ANY UNDERLAY ALOING RAKE EDGES AND DIREC 11 ~ rv O TLY TOTHE HE DECKALONG EAVES 3) USE iSXFELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS W/ 4:12 OR LESS ROOF PITCH USE ICE 6 WATER BARRIER UNDERLAYMENT. ode' ~ y P 1. (2) 2X10 DFk2 RAFTER 1-3/011-0/8 ML RIDGE p+q,~~ a (3) 2X10 D 4).ICE&WATER BARRIER TO BE USED IN ALLVALLIESI AND INTERSECTIONS (3) 2X10 DF82 WITH ROOF AND SIDE WALLS (TYPICAL). 5). DO NOT INSTALL UNDERLAYMENT ON WET/ DAIMP PLYWOODIII SHEATHING 12 MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 2X1 / 2k10 DFk2 RR ~~A"nC 4 UNDERLAYMENT IS NOTTO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY. COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. 0 N I A 6). INSTALL ASPHALT ROOFING AS PER MAN UFACTUIRE'S WRITTEN INSTRUCTIONS. N ~ E USE GALVANIZED (ZINC COAI ED) ItwtwU NA u, 11 - < Un _(312X70 2EN2_RAFTIR _ - (21 2XIO DFk2 RAFTER - D LEAST 3/8" DIA. HEADS. LONG ENOUGH TO PENETLRATE THROUGH PLYWOOD -I~ • _ _ _ _ _ _T= _ - B USE 6 NAILS PER SHINGLE NAILS ARE TO BE FLUSH{ WITH SHINGLES BUT NOT I CUTTING INTO SHINGLE SURFACE. of = _ ALL WASTE PIPES (NEW/ EXISTING) TO BE PAINTED GRAY. I V 0 ~I N. , LLI 8). VALLEY PLATES TO BE SCREWED TO EACH RAFTER USE TIMBERLOK® 4" SCREWS OR 3/9" GALVINIZED LAGS WITH WASHERS. 4 1, o " ro o ?I - - sO 9) ROOF POCKET BASE TO BE STANDING SEAM COPPER (TYPICAL). O ~ A V y l ~F~ NI NI o V] u H i ~ v N ROOF PLAN (3)2X10 DF--- -(2-2XID DFX2 RAFTER N w ~ A ~w3 ~Y SCALE: 1/4" = V-01 c. 1-3/4X11718 ML RIDGE y~„ S PROJECT NORTH F u O m 1-31 ML RIDGE F f/9+ i 9 / =0 10 DFk ~i ~i dG u ~~lq NS, AND , ~ DRAWN MH/MS ggg*~ e~M. `f 4?yP fib'`,. •b," SCALE. 114"=V-0" April 12,2010 67iET NUMRERR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-6 FICATI DNS, AND THE FIELD CONDITIONS, REMEDY ALLLREQUEST C CLAR EIS IC TIION BEFORE PCOMMENCING RIOR TO THE COMMENCEMENT OR CONTINUA ON OF WORK. ROUGH ELECTRIC, C,PLUMBING, AND H VAC PRIOR MEETING TO NSULAT NG AN D O SHEETROCKING ALL ANGENERAL D SHALL OS SECURE THE C of 0 PRIOR TO F E C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 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 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITECLEARANCESS FOR DELIVERY OF EQUIPMENT AND MA I REVISIONS REVIEWSE 1245/2009 BID SET 12/17/2009 PEWIT SF 04/12/2009 RIDGE VENT 1,3/14X14 ML RIDGE 1-3/4X11-7/8 ML RIDGE _ - - DOFF 1.3/4X9.1/2 2X10 DF&2 milli - - - ry'P ML VALLEY - - _ - 2X8 DFN2 CJ @1&"OC . 111 7.1 o - - BEDROOM No. 2 BEDROOM No. 1 _ - _ - - _ _ I m SOLID BLOCKING i~ 14"TJ 1360 WOOD-1 FJ ®16'OG 34'SUBFLOOR 77 T?-q7( c:::t ` COFFERED CEILING BATH No. 1 TW O o DEN LIVING RO M T uu ,~r 71 Q W a 711 O F - _ - II SOLID BLOCKING: DO 7 3/f SUBFLOOR - ~IIIIS ~ r I u O/J - _ _ _ - q, 14" TJ1560 WOOD4 FJ (DW-OC W12X65 STEEL GIRDER GIRDER 1 _ kTES u , w/ (2) 4X12 PLATES to (2) 2%8 ACM SILL PLATE FOAM L_ COP~RTEX TERMITE SHIELD 4a FOAM/F,G. SILL SEAL (e 5X TEFL COLUMN wl o ___________________a . BHB PLATES ES m o I BASEMENT Lei 10"PC WALL ~.5 D„ cD 1 DAMPPROOF EXT. A d Q) Aa Q) V [V 4"CONC.SUB ,.D .r j i a•' a et a tD 5'-6Y'X5.5"XV-4" 24"X12" CONC. FTG. W CONCRETE FOOTING W/ 2X4 KEYWAY (3) R5 REBAR MIN. (7) 84REBAR a w. (TOC) L RIDGE VENT 1-3/4X14 SECTION A-A _ ML RIDGE SCALE: 1/ 411 = V-0" ~o b~ ~~@2 1-3/4X114 B ML RIDGE - - - 1-3/4XIL7/9 M 1-3/4X17 7/e ML RIDGE 2X8 DFM2 CJ IB"OC (2) 2X8 DFM2 1 FL. HOR. T Fl~ Ns~ L1 ry `y o _ I BEDROOM No. 2 HALL = ===EPOMwFLASHInNc - _ - - - - _ l m - ROOF POCKET 1/4:12 PITCH IMIN.) - 3/4"SUBFLOOR " C (3) 1,3/4X14 phi U M T' COFFERED CEILING 14"FJTJ 1360®16OOD-I ML FL. HDR. ML FL. HDR. (3) 1-3/4X11-0/B _ _ "OC - r-1ML HEADER L~ 1. I -LL I~~~,q I~Fp,~~ LI I 1 r r- r I Li o TI~ 14"X14" T 1~ -I ENTRY M M I,rIF000LUMN 11_ l~._ _ 1L ROC 4 -L J m 11r ® ~ l l ~ W Q E3 - J 6X6 ACQ POST T a J ~ - lL T 3/4"SUBFLOOR 5 4X4 MAH DE IN 74"TJI560WOODI FJ@76"OC W12X65 STEEL GIRDER w/ (2) 2X12 PLATES . (4)2 10 •o~ (2) 2X6 ACQ SILL PLATE L,( ACQ GIRDER .P~ COP-R-TEX TERMITE SHIELD •n' FOAM / F.G. SILL SEAL a; °•a 14"X14" CONC. PIER a• BASEMENT O '.e '•e p5 24"X24"X12" CONC. FTC. °•a 10' PC WALL DAMPPROOF EXT. f. e i"• 5'-6"X5'-5"XI'4" 24"X12° CONC. FTG CONCRETE FOOTING w/ 2X4 KEYWAY MIN. (7) M5REBAR W. (9"OC) (3) A5 REBAR a~,,~~~~}}}..~ 'fSry. t;1 DRAWN MH I MS J01B SC ALB 114"=1'-0'• 34, SECTION B-B Iz. 9 - April 12, 2010 SHEETNUMHER. SCALE: 1/4" = 1'-0" A-7 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGSS, THE SPECIFICATIONS, AND THE FIELDC 5. 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 RESPONSII JIPMENT 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 SHEETROCKI NG AND SHALL SECURE THE C of 0 PRIOR TO RE' 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 FFOR DELIVERY OF EQUIPMENT AND MATT RL SIONS: REVIEW S T 1]/15!2009 BIDSET 12/17/2009 PERMITSU 04/12/2009 RIDGE VENT 1-3i 1-3/4%14-- MLI ML RIDGE - - (2) 2X10 E (2) 2X10 DF42 1-3/4XI17/8 ML RIDGE HEADE HEADER L. 2X8 017#2 CJ 916"OC - - - (2) aXe - - DF82 IHDR. BATHNo.2 0 J ~~1 LOFT m 1 T- EL 1- ~ 2X6 ®16"OC e 34"SUBFLOOR ~ 2%6 DFN2Cl 116"0 14" TJ1360 WOOD-1 FJ p161POC r I I T I~ COFFERED CEILING ;RED CEILING 1(3)r 1-3/4X11-7/8 1 1 ML HEADER L.,.J- i- C I._I Y_ I'i' Ii L _Lr_r L ~.I= - CIL 1f~ 1r~ p q NING RO KITCHEN I r m -1 LZ _ LE 1 Q z T9M 1jL_f~.. O o Tm UM 1J 1 3/4"SUBFLOOR SUBFLOOR _ _~-4r a 0 14"TJI560WOODd FJ p16'OC OC W12X65 STEEL GIRDER w/(2) 1X1] PLATES 1 :i .p. ,D (2) 2X6 ACQ SILL PLATE COP-R-TEX TERMITE SHIELD a \J FOAM/ EG SILL SEAL c BASEMENT AENT .a 0 •~e ~i'e .o 'm PC WALL DAMPPROOF EXT. 4f "CONC SLAB SECTION &C SCALE: 1/4 = 1 01 5'-6"X5'-5"Xl 24"XI21' CONIC. FTG 5'-6" X 2X4 X4 KEYWAY CONCRFFE FOGY CONCRETE E FOOTING (3) #5 REBAR MIN. (7) N5REBAR E MIN. (7) NSREBAR a w. (9"OQ oa u 'I U ~i CUPOLA RIDGE VENT 1-3/4X14 y+ M~ ry a 0 ML RIDGE a M 13 1-3/014 ML RIDGE _ 2X8 DF82 CJ p16'ROC _ b~ D O M Ga p~ ~ O oa 0 O O .~i 0.i u o ry ATTIC / STORAGE C. r w ~ m I N b Z v SUBFLOOR 3/4" SUBFLOOR 11 . . NOTE: e . N PROVIDE ALTERNATE PRICE TO DROP N p - zxec 14" 711360 WOOD4 FJ p 16.OC /OOD-1 FJ p16"OC 14" T11560 WOODd FJ p12"OC - FLOOR AREA ABOVE THE GARAGE TO w 3 "v.c (2) 1-3/014 (3) 13/014 10' PLATE HEIGHT (IN LIEU OF 11'-9 3/4") w ML FL HDR. ML FL. HDR. MUD ROOM (3) 1-3/4X14 (3) 1-3/4X14 (3) 13/4X14 (3) 1-3/4X14 ML FL. BEAM ML FL. BEAM ML FL BEAM ML FL BEAM 5/13"T IRE RATED SHEETR OCKON WALLS AND D CEILING 1ASTER BATH o MASTER BEDROOM MASTER BATH 1 m m ~ U O LID 3/4" SUBFLOOR - TL]t 11'En 16 GARAGE E 14" T11560 WOOD-I FJ ®16"OC O WI2X66 STEEL GIRDER (2) 2X6 ACQ SILL PLATE a 4" CONC. SIAB REINFORCED w/ l2J 2X12 PLATES COP-R.TEX TERMITE SHIELD .o FOAM/F.G. SILL SEAL 4y' B" PC q O o I WALL ; M] BASEMENT 10" PC WALL ,e ,o DAMPPROOF EXT. 161XB" CONC. FTC. 2X4 KEYWAY (j (2) N5 REBAR i m~ y? 4S2 SLAB SECTION D-D ® ~a yyV~; DRAWN. MHIMS Q 7;, SCALE 1/4"=1'-d' 24'XIP CONC. FTG SCALE: 1/4" = 11-011 2X4 KEYWAY JSTTE (3) k5 REBAR a 3 Aldl 12, 2010 ~ SHEET NUMBER. SHALL HE RESPONSIBLE FOR ALL HDILDING DEPARTMENT INSPECTIONS + s 8 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGSS. THE SPECIFICATIONS, AND THE FIELD C S, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL I GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL HE RESPONSII APMENT 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 RED of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. MANUFACTURERS WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE. INCLUDING BUILDING AND SITE CLEARANCES FFOR DELIVERY OF EQUIPMENT AND MAT REVISIONS. REVIEWSFT 12/15/2009 BID SET 12/17/2009 PERMIT SEI W/12/2409 r rl _ -1 ~ II II IIo - ~ ~ - - - - - - _ ~ ~ _ ~ I-3/4X11-7/8 ML RIDGE -314% I ML R11 ~I iI ICI III ~~I , ~ti' 10 2X5 CJ s16 OC I) f 1\ I II ~ NIO APIN ALVAN F£L I I f I II Oa6" j nll wood scaEwwl s ( n ( I 1 - _ ny xE CA ]x•ac. wunE I i I - ( _ _ _ ~ _ - it la'oc I I h'R _ ATTIC / STORAGE rORAGE I I I I i \I I1 IIl 1 \ / I( 1!x"APAHATEOSHEATHING ` L } A r GRADE PLYWOOD l1 U I (ALTEPNATIVNE:]P6 G.9.) / I I 11 _ ~l r I osHEAr rvG 1 ]l3"PPP MTE X _ I GRADE PLYWOOD 3/4" SUMFLOOR OOR rT, [ti I I I I ® I L I I ~ (ALTEPNPTMVE: 7116"05 B) ~ - W 14" TJISG 14" TJIB60 WOOD-I FJ -12'10C ` ^ SdB" TYPE-% FIRE RATED F~1 C,.7 SHEET ROOK ON WALLS 4 OL ~z :/ID SINNLEE as cuvANIZnrvrzeo I -waoO SCaEwswl ~d I ~ tv O.~ ~I WASHER, @13'OC. I - - ~ , 45 MINUTE FIRE 45 MINUTE FIRE-RATED DOOR w/ SELF- , ~ HINGES 4 STEEL DOOR w/ SELF-CLOSING HINGES 1 STEEL JAMB [I~ O WINDOW vu -I ~ n \ ~ TYPICAL WINDOW OPENING I II i 4 Ii il~~ III (LESS THAN 4'-0X8'-0" OPENING) - i ® I I I ® GARAGE P' Per , i1 iI I F~ rryy O W ~i Q I _ I - I1I''- 1 F LJ r TYPICAL DOOR OPENING I I I (LESS THAN 4'-0XS'-0" OPENING) - l L I . I_ I OC 4• W - m - 44 r_~ n ~~~y--LL 0" PG I' • 4" CONC. SLAB [REINFORC SLAB (REINFORCED) oo WALL e~ M I lr~ I6"X0" COND. FTG. 2X4 KEYWAY NOTE. /2J M5 RE9AR SECTION E-E A E-E PROVIDE ALTERNATE PRICE TO PROP FLOOR AREA ABOVE THE GARAGE TO SCALE: 1/4" = 1'-0" 411 0 { 1_On O' PLATE HEIGHT (IN LIEU OF II'-9 E/4") 1 'I~ I ~ ~I jl ~ I In ~I I ~I r ~ Ill I1 l I 311" APP PLYWOOD o14 1 1 I 1 1 1 I~ I~ SH&TXING x a~~ 1 1 IF of II I III fff 4 -4 i 63/014 ML RIDGE ry~ N r a 1 I _ ,I II II I W p r-~ 1-3/4X11-7/8 I X1 -7/8 ML RIDGE L RIDGE 1 1.3/4%11-7/ 3M1mus ( I l if 1 ML RIDGE 2XB G 916"OC 2X8 CJ 916"OC 2X8 CJ 916"OC n I I x]o SrNNLESSGrEEL - - OR GMANIZED WooDSCaEWSw! WASHf115 0 IT, 0 ,C /STORAGE IC / STORAGE rpi AMC I H, H 11 11 M ~ O MULTIPLE PLWOON 0. EMBLIFS 2- 2X4 0F#2 MW CONNFC D O h F TOGETHER WITH STNNIFSS STEEL I OR GALVINIZED PELTS WI WPSHERS Im F-11 ~ m m o ~ AND NITS 1@ B'-P' O C. TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0XB'-0" OPENING) BEDROOM No. 2 ® LOFT q ~ Il] ~ G 14" TJ 1360 WOODd FJ pl6"OC 3/4" SUBFLOOR 3/4" SUBFLOOR 3/4" SUBFLOOR 0 I 14" TJI 60 WOOD-1 Fl JI 60 WOOD-1 FJ ® 6"OC Ij Q $ O EREDCHUNQ WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL LIVING ROOM DINING ROOM N ~ d ~w3 c. AS PER TABLE 1609.1.4, N.Y.S. RES. CODE; ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO o 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 CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 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. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. MA TER BEDRO l TER BEDRO M p 3/4' SUBFLOR wnuw 14" TJI560 WOOD-I FJ ®16"OC (3)1-3/4X14 (3) 13/4X14 n, ~ F ML FL. BEAM ML FL BEAM I-ALLY STEEL 1^I Dom. COLUMN MN 2X6ACQ SILL? ATE .D COI .D CO-RTE%T OAM F SILLS AL GSILL5 AL / U w .D~. .1 D„r1oN 1:1 IN O nee ~ ~ ID" PC FOI NDATION m DAMPPROOF EXT. n PlltlBl nuewm nLnluum YLtl~W ~ n.o '.o ' TIN rDy ,Dy rp ~u \a ~ e 4" CONC. SLAB e r •A 24"%24"%10" 24"XIT CONIC. FTG 24"%12" CONC, FTC, CONC. FTG. 2X4 KEYWAY (3) #5 REBAR 2X4 KEYWAY (3) #5 REBAR SECTION F-F (1 DRAWN. MP/MS aa~D , I dr SCAL& 114" N~ ~'I .r. ~~~JOB ~i. ~jgps• Apn112,2010 SLOPE"1I4" PER FOOT PITCH TO DRNN e~ncorrrtn' =mr SCALE: 1/4" = 11-0" SREETNUMTIER; PLUMBING SCHEMATIC N.T.S. iR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS INS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL I GENERAL CONTRACTORTO COORDINATE MEETING WITH OWNERS FFOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPON E C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. PAINTERTO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE. INCLUDING BUILDING AND SITECLEARANLESS FOR DELIVERY OF EQUIPMENT AND NV DUIPMENT AND MATERIALS AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIORTO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC, PLUMBING. AND HVAC PRIOR TO INSULATING ANID SHEE ROCKING AND SHALL SECURE THE Cot 0 PRIOR TO 1 I REVIEW SET REVISIONS 1]/15/2009 B10 SET I1/I]/]009 PERMIT SET 04/14/1009 % V1 ` i Er~ QyrySQ' VJ O W ~ I a a a ROOF AREA No. 1: 1181.4 SQ. FT. ROOF AREA No. 3: 1264.6 SQ FT AT 100% RUNOFF: 197.3 CU. FT. AT 100% RUNOFF: 211.2 CU. FT. DRYWELL REQUIRED: 8' DIA. X 6' DEEP DRYWELL, REQUIRED: 8' DIA. X 6' DEEP SJ DRYWELL CAPACITY: 253.5 CU. FT. DRYWELL CAPACITY: 253 5 CU. FT. I I i PATIO- 00 ~aH i N F¢-1 ROOF AREA No. 2: 1432,8 SQ. FT. PATIO AREA No. 4: 125.2 SQ. FT. Q AT 100% RUNOFF: 239.3 CU. FT, AT 100% RUNOFF: 125.2 CU. FT. DRYWELL REQUIRED: 8' DIA. X 6' DEEP DRYWELL REQUIRED: 8' DIA. X 4' DEEP DRYWELL CAPACITY: 253.5 CU. FT. DRYWELL CAPACITY: 169.0 CU. FT. / I I 0 7, 771 ti N N ~ N] N 4 ~ fH~ ~ v O ~ a W d V ^ ~ y+ (J H u V C~ ~ N C 4 ~ ~w3 c. .rvEr4y Town of Southold ssment Form ORY WELL5 MUST NOT BC USED WI IERLTHERE IFRIALOTION WOULD CREATI A STORM WATER MANAGEMEP SI CNINCA GMEMENTSEEPACE G UYSURFACE ~GEMENT DETAILS e~ Erosion. Sediment & Storm-Water Run-off Assessment Forn Property Locatlon: S.C.T.M d THE FOLOWING ACTIONS MAY REQUIRE THE SUBMISSIOI U) RE THE SUBMISSION OF A W4 FLOOOINL OFF GROUNDWATER. OR INTERFERE WITH THE HE OPERATION OPERATION .1 OF S FERSINEV LS MUSAI SYSTEMSE A LATHER SUBSURFACE R STRUCTURES CRY WE N .T. S. 1000 xx xx xx STORM-WATER, GRADING, DRAINAGE AND EROSION CONT. ID EROSION CONTROL PLAN e! DRY WOO MUSTBE LOCATED ANO CON FIGURED WHERE ERE TI CONTRU WILL NOT COMPACTTHE SOILi BELOW THE THE DRY WELL FINAIEN ALLY, A ORV WELL LL District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NI - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ - _ _ _ _ _ _ _ V THE STATE OF NEW YORK L7 - - _ r O SHOVLO BE PROTECTED YV BASEMENT , DIED RESTRICTION, ORDINANCE, OR OTHER LEGAL MFASURESI HA T PREVENT IFS NEGLECT ADVERSE ALTERATION, AMID REMOVAL GUTTERS DOWNSPOUTS DRAIN PIPE THE BOTTOM OF THE DRY WELL MUST BE AT LEAST Z FEET AYOVE SEASONAL HIGH WATERTAELE ORB EDROCIUNAYEAS IEVELAS POSSHILE TO UNIFORMLY LUTTERSIZE ROOF AREA ROOF AREA DIAMEiiFR OF ROOFAREA ROOF AREA DMINPIPI F AREA DRAIN PIPE 111"SLOPE GPM 111" SLOPE DIM Item Number: (NOTE. A Check Mark ( for each Qwenion Is Required for a Complete Appllcatmn) - J W I r _ _ 1~~ e OISTRIYVTE RUNOFF IIJFILTIUTION OVE0.5VRGMDE 50115. (INCNI V06 'HE" pUY"SLOPE LEAAEE0. RN) SQ.R GPM DLVAETE0. 3 310 4iR R IDE9 IR 3 I6 3 IS- 6a so 96 CONSTRUCTION' FOR DRY WELLS.PROTLCION OF THE N6GRAOE SOUS FROM COMPACTION BY q RB IV]B Pll/1 1974 BB 4 ea a 376D 1511 saoD zzD WIII this Project Retain All Storm-Wataer Run-Off Generated by a Two (2' mch wsCfall on Site? (This Item will Include all runoff creeteed by site clearing and/or construction activities as well as all Site III as all Site N CONSTRUCTION EQUIVME14T AND CONTAMINATION AND [LODGING AREVITAL PRIORTO ITS CONSTRUCTION, THE AREA TOME DIM FOR THE DRVAIRLSHOVLDIE 5 IY50 1160 33 3230 134 5 as s 6aeo ne 9xAo B9x Improvements and the permanent creation of impervious surfaces) CORDONED OFFTOPPEVENTCONSTRUCTION EQUMMENTANDSTOCXPIIPEMATERIALS S 193E 3]]D 11 693E PB 6 FROM COMPACTING TI IS SUBGRADE SOUS DURING DRY WELL CONSTRUCTION. IEe 6 IDaoo Rao I510C 62e Does the Site Plan and/or Survey Show 2 All Proposed Drainage Structures Indurating Size & Location? satlant x PRECARTIONS SHOULD PEIA%EN TO PREVENT BOTH 5UPGRADC SOIL COMPACTION AND SEDIMENT CONTAMINATION. ALL EXCAVATION SHOULD BE PERFORATED WITI I TI ME 111 _ This Item shall include all Proposed Grande Changes and Slopes Controlling Surface Water Flow[ IIIIIIIIIII III~IIIIII /JII/II OGEE GUTTER-STANDARD 5" owl LILT LACTE, OUTSDMTHE LIMITS F THEORENT. ALL EXCAVATION EQVIPMEN L SXOIILR T PLACED OUT 510E LCLIRRFOIL THEORY WELL NOTES; 3 WIII this Pra)ect Require any ny Land F1Il lIIm& ing, Grading or Excavation where there Is a change to the Natural the Natural 0 x V r \ J WFLLCCCOIEN SUTICID CLOGOING Ni, OW ARUCTIRUCTIOIJ DRY WELL DELAYED UNTSHOULD RE DELAYER UNTL ALL RCO 1). ENEWnoN: Existing Grade Involving more than 2000 Cubic Yards of Material within any Parcel? SHOULD OTHER CAREAS THAI IJIATMAV TEMPO I ORPVNT R TH T.OTHI THEDRYWI WELLLARI ARE V IEEE THIS LAYED CONSTRUCTION PERMANENTLY IN DELAYED NECD.A DESCRIBED ABOVE. CON A), aD NOT BEGIN INSTALLATION OMIL SUBSTRATES HAVE DEEP PROPERLY PREPARED. 4 WIII this Application Require Land Distcurbing Activities Encompassing an Area in Excess of OFF FF THE THE DRY DRV W ILL AREAS) PREVENT ENT COMPACTION BY BY CONARUCTON EQUIPMENT RLY AND USE / xl. A) CLEAN Five Thousand (5.000) Square Feet of (Ground Surface? / .CLEANSORFACETHOROUGHLTPRIORTOINSTp1IATION. L RAGG TO RI DURING OTHER SITE UCION SIMILARLY USEOF THE D WEST WELL AS ASA SEDIMENT RESIN IS STIONFSTRONGLY URAG ED WHERE B). PREPARE SURFKES USING MCIHODS RECOMMENDED BY THE MANUFACNRE FOR gAT WIND THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PBmEQ CONDITIONS. 5 Is the a Natural Water Course Running I through the Site? UNAVOIDABLE, E%UATIONFOR SEDIMENT BASIN SHOULD BE A MINIMUM OF ROOF AREA )OCCUR SO FT FELT AB FINAL ACCUMULATED E CA THEN OF RELATION OF THE DRY WILD ED E A MIWELL IOIIOM AT 10Rk WATER RUNOFF ' X)(X%%%X CU FT \ PAT METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR NETALS WITH S this Pra)ect within the Trustees luristncct on or within One Hundred (100') feet of Wetland or Beach? or Beach? ~ X SUB BAEVOI A TI HI SEDIMENT DEVN THENMOVEDWITHOUT O USLADNLTHE ED ONLY $O FL'.iBT=CUR PORTIM, RTRE TRY WELLS DRAINAGE ARE R COMPUTED AND 1y1 r!icle Rlee I. 1 - 1 x AFTERCONSTRUCTION WITHIN ITHIN THE DRY LL'SDRAINAGEAGE ARE ECO ARE ISCOMPUMPLETED ANU EPAINA AREA Sl AEROBE PROVIDE B' DIA X 4' DEEP URVWELLS q BUII ) feet of Verticle Rise to A} PERFORM RTWork O BE IN ACCO ACCORDANWA TOWDWIM EmA RI"TO T ON FOR EVER OF DRAWINGS. RUN. ODD Hundred(100') Of Horizontal DITCance2 AND THE FLAWILTOWNSPOUT IFARE E AREA HELPED CONSTRUCTION CANNOTtlE DELAYED UNTIL ITS DRAINAGE AREA 11 STA LILED, DIVERSION PIPING O0. OTHERSUITABLE RE OFT % 1'=1pP CLL FT 2) SHEET METAL MIN LENBTFS WI H WATERM HT ]DINTSa). coPPER peR/LEADL O;RUx AND SDIULOER BUTTERS S TD DDWNSpouTS grvD Will Driveways Parking Areas otherr i DUS Surfaces be Sloped to OlreLt Storm-Water Run-Off Ran-off x INSTALLED DURING ALL PHASES OF CONSTRUCTION TO ALL ALL OTF AND RD AWAY FROM THEORY WELL. THESE UTO CONSTRUCTION WITHIN THIN THE C .DIVER DIVERMEASURES PU AINAGE NOi ARYNELL$LAPACIN.%%%XGLL FT. into and/or the direction of of a Townn rigg rigght-cfof-w ay? ALUMINUM TO RIVET Arv0 cquLR wmi A eumsFALANr supaolNT ALUM RE REMOVED EMOVED UNTIL ALLC AMID THE DRY WELLS ELL'S DRAINAGE AREA IS COMPLETED AND TI IL DRAINAGE ARFA STABILIZED E MORE PLACED IN LIFTS AND COMPACTED USING PLATE CONNECTORS B}CNNen DOWNSPOUTS srosM BEwErt svslEM As molrnTEO.sera 8 WIII this Protect the Tothe PlacementsofMateial i Vegetetlon and/or the Construction of 0 ~ siructlon of x HUNG NS FILL ACCREREATT SHOULD COMPACTORS CTORS A MAXIMUM MORE LIFT THICKNESS OF 121NCI TES 13 RECOMMENDED mrvrvernON oN WAT wATERT[snTItem Withi Within the Town RlghFf-Wiay or Road Shououlder lder Are rea? DRAWN: b01 /MS PRETREATMENT WDRY 1VE BCE WMPAINT. B. IMSTAUPOIOrv: 6 WIII (here be Slte preparation on ExBilrng Grade Slopes which Exceed Fifteen (IS ELLS TO BE 1Y MIN. a)PROTEMON (This Item will NOT include. the Installation of Driveway Aprons.) 7~. SCALE' NTS ASNC H ALL OOHED NAH MANAGEMENT PRACTICES, PRETREATMENT CAN EXTEND I HE NNCTIONAL LIFE OF A DRY WELL WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF WAY FROM HOUSE AI PROTECT INSTAt1ED PRODUCTS UNTIL COMPLETION OF PROTECT BI TOUCHUP, REPAIR oR REPLACE CONADED PRODUCTS BEFORE SUaEFrw'TIAL 9 WII I this Project Require SitePreperatimn within the One Hundred(100) Year Flcodplaln of any Watercourse? OMM.N any Watermureet x ~y\ 1, ]OR RUIJOFT POUND LION. ROOFS CAN NEVERTHELESS EE THE SOURCE OF PARLINLATEC AND ORGANIC MATTER AND, DURING SITE CONSTRUCTION, SEDIMENT AND DEBRIS L I\JIO N O i r'wr" ~,F A,61 12,2010 THEREFORE. ROOT GUTTER GUARDS ANDY OR SUMPS OR TRAPS (EQUIPPED WITH CLEAN~OUTS) IN CONOULR TO A DRY WELL SHOULD RE INCLUDED WHEREVER NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark the Box. a T~ SHEET NUMHER. tz, a SmrmWater, Grading, gT'qlt,~y v~ PRACICALTOMIMIZETH E AMOUNT OF SEDIMENT AND CIRRI PARTICULATE THAT CAN LATER THE DRY WELL, Drainage & Erosion Control Plan is Required end Must be Submitted for Review Prior to issuance of Any ny Building Building Pe e a of Any Building Permit! 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 C( SAND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERALCONTRACTORTO COORDINATE MEETING WITH OWNERS FOIRAPPROVALOF ALL GENERAL CONTRACTOR SHALL BE RESPONSE SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FCOR DELIVERY OF EQUIPMENT AND MATE )IPMENT 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 J ANDSHALLSECURETHECafOPRIORTORE( REVISIONS. PEVIMSET 12/1512009 BIO SET 12/17/2009 PEWIT SET 04112/2009 NENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: THE FLOOR OVER A VENTED CRAWLSPACEE CONSTRUCTION, IF APPLICA )N, IF APPLICABLE. MUST BE WINDOWS AND DOORS INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIC UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. RES,checak Software %.--'A,%.-rsion 4.3.0 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 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIC -MEPLANS FOR REQUIRED NT. CONDITIONED FIRST FLOOR. Com; p I i n ce , ifi ?MENT +1M~' 'i1R"" c e BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. BASEMENT AND THE FIRST FLOOR, _ 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM (BETWEEN THE BASEMENT AN ID WEATHER STRIPPING ON THE WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER S w 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. H 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME FRAMING: AND VOID THE WARRANTY. W z SEALING BAND JOISTS DURING CONSTRUCTION: PLUMBING AND ELECTRICAL: 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FR. SSEMBLING FRAMING. EM M' 'York EnT'W, CoT°dSTrTiP ton CDCW LOOR OVER. z AI Constmrkm C 0 SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER ~ a ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLA 7E AILING PLATE. . PLACE. L 9: Sulk& couTly° New Yak BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. 'K+~n"""'~F Ltnstn~, Tge- Dedadved 1 or 2 Farmly NOD): Hai" T Q w RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (AILTERNATE METHOD): 'LOOR JOISTS, ALONG 20% RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDES OF BATTS IN FLOOR JOISTS, W w U CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITi H SILL PLATE. i UNDER FLOOR JOISTS. ° gaftD 575D INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOC SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS O STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: GDris ]`u1&:W'1' S : L"'dA@ent I~f ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. ITZ„ ARCH ECT BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH'WIRE RODS. t~r3~i A,iB LOT 23 SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: IONENT5 IF HEADER LAUREL TRAJL IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HE MAT irclNrti, my FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. w MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. II ION WALLS: ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTI~T S NEEDED FOR NAILERS. HEAT LOSS. GENERALLY, 112" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN V 1). PROVIDE HORIZONTAL BLOCKING AT 98" O.C. AND AS NEEDED FOR ONTAL BLOCKING. IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCK 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASSI ATE FOR BASEBOARD TRIM. Co1npf : Madmm EW Yoff 'R )TTOM PLATES. TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD IT O TOP AND BOTTOM PLATE! PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. Assernbly Airea 4 R-Value R-ValUe D HEATING VENTILATION AND AIR-CONDITIONING (HVAC) Perimeter U-Fakki EXTERIOR CANTILEVER FLOOR WITH INTEERIOR AIR SEALING: ING: HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUER AND THE SUBFLOOR. Fbw 1: AA„w91m msbTmawET Ummilffowd Spam, '2126 3GID CIA HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2). SEAL SOFFIT AND BAND JOIST WELL ENJOUGH TO PREVENT WIND% !VENT WINDWASHING. a3a~ 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. WWI' 1: mg, F'I^llTlev 11A ex, 1n{,1 110 k7'.3 H SOLID BLOCKING. THE HVAC SYSTEM EFFICIENCIES: 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOC ' tam-E 1114 C. SUPPORTING PLATE. W,~F'U~el'Fe Mri X1270 4 x a w THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING IM290 7^ ' ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: Mdaw' 2- Mal F .lW0 Paw vM Low-E 244 M28 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE iTIONS ABOVE GARAGE Wmm ar TowFrARXVDDUW IfP2m'W" LOW9E M6 031 0310 1;4 o HVAC CONTROLS: CEILING WITH ADHESIVE. Q a CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE 2)SEAL GARAGE CEILING FRAMING AND (DRYWALL TO KEEP OUTSIDE A EEP OUTSIDE AIR FROM '1: SSuM 21 03m CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. DOWT 2: 1G= M3 1131 031n 63 (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BILOCKING. 62 HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 4). PROVIDE BOTH INTERIOR AND EXTERLIOR AIR BARRIER TO THORO' :R TO THOROUGHLY WA 2- WW~ F1aITte!° IF 0A 1181 1y:0 OLD LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDIUCE POTENTIAL PROBLEMS. ,L PROBLEMS. WWMO III. WOW FraT*.M00* PaDe MIN L'f ilf-E 4 Q.27. X1.271] 1 SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO a.2H0 t 1 PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 600/a RELATIVE DROPPED SOFFIT ON INTERIOR WALL: HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING 4L SHEATHING, CAULK AT WMCW E, WOW FmmeMedle Paw WIN LSE 104 03to 32 o TEMPERATURE. TOP PLATES. _ Mew 1.M rA ilk. ry W N GI C ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO 51 lu 1 ULJW N wnt N VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: 65 GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. CE&M, i FW C I wSWsw'711M ISM IT 30',3 0L .11 2). HANG DRYWALL OR OTHER AIR BARRILER ON THE WALLS AND CEIL ALLS AND CEILING BEFORE DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. SE. The ar r i, dg=jgwd Is cat ft bRtg,,,des.,yq~} ~5;, , 31d 06w pMth p ~q~ -Me ~ ~ de0ped tG Im 'l* 2W7 W.M r &OWOwfierwk cff" SULATE WALLS TO cow I requvemerAEL l~y1Im anwpmmecll ' MOP hn..MMVM ' aMI SNjMd in%'' Wry afe 't UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE E~oI 4" J1m ~ I ~ > R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF: wmq trot to ate Them orlnmmw " v DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. )LATION BAFFLES. bawWoe, W. a, pMft9DfW $dyneK tel. cwsKMcallum Me An wmVillsmwh mis e_ THE INSULATED ENVELOPE OF THE HOUSE. 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFI qEE WALL INTERSECTION. ~ v v ~w3 IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTI JOISTS ABOVE EXTERIOR a R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE INSUaMbVTE. DUCT SEALING: EWE DUCT SEALING 15 REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL FULL LOFT: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMF ;S, NOT COMPRESSED, AND SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES. H MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING FILL THE CAVITY: UL 181B SEALING. MAY BE USED FOR FLEX DUCTS. DUCT TAPE 15 NOT ALLOWED FOR DUCT INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS. P WALL STUDS, PLATES, SHEATHING CID AND DRYWALL. IN CEILING AND FLOORS„ IT SHOULD BE IN CONTACT IN CONTACT WITH THE DRYWALL d OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES N BOTH SIDES WITHOUT GAPS. ' WRITTEN MATERIALS: F WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES: WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE INSULATION SHOULD BE SPILT AROUND \WIRES AND SMALL PIPES; CUT ALL PIPES; CUT AROUND ES; AND SPLIT OVER CROSS TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES, LARGER PIPES AND DITHER OBSTACLES; AND SPLIT T IT TO FIT. BRIDGING IN FLOORS. NEVER STUFF INSUJLATION TO GET IT TO FIT. u V [V1 m REDUCED MOISTURE: EVERY BATHROOM 15 TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT DOCUMENTATION OF R-VALUES: THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT FACED OR UNFACED FIBERGLASS BATTS, AND RIGID FOAM INSULATIO'AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING IN. LM INSULATION MUST BE E BUILDING INSPECTOR. IF THERE IS A GAS RANGE. ACCESS OPENINGS: VENTILATION: ATTIC HATCHES, SCUTTLES, PULLDOWN SSTAIRS, etc. MUST BE INSULATI ST BE INSULATED TO THE MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND SAME R-VALUE AS THE SURROUNDING ATREA. THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL VENTILATION RATES. CATHEDRAL CEILINGS: KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM ABOVE INSULATION, UNDER FION, UNDER ROOF SHEATHING. Data awarac ClUseWNIi I4 )0d=L IM € 1V dlDRAWN: MH/MS INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 1)2). . PROVIDE PROVIDE 1" BLOCKING CHANNEL FOR AIR BETWEEN FLOW FLOW RS OVER WALL PLATE. PLATE. ~L "F'.'Eyyy SCALE: NTS J013 M. 6 i ."1:x;,1 a /QAY Apcd 14.2010 SITEETNUMBER. 1 SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-1 15, 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 RESPONSI C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS PAINTER MANUFACTOURPRIME AND PAINT ALL ER'S WARRANTY AND OORSHALL E E INSPEEC EDI TO VERIFY ALL WORK. D MENNSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITS CLEARANCES FFOR DELIVERY OF EQUIPMENT AND MAT UIPMENT AND MATERIALS AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC, PLUMBING. AND HVAC PRIOR TO INSULATING AND SHEEfROCKING ANDSHALLSECURETHECofOPRIORTORE REVISIONS: REVIEWSET 12PS/2009 ROOFING BIDSEF 1247/2009 PERMITSET 04112/2009 CROWN 2-1/2" FASCIA 1X8 /q" ~ \ \ MFR \ RHO I'-4" (TYP-) .~FTFR (ADJUST DEPTH IN FIELD FOR R°°~vi~G QP00y d CROWN 5-1/2" SOFFIT HEIGHTS TO MATCH) I FRIEZE BD. 1X8 -1-1/4 y SOFFIT \ ~r AIR \ III STUD WALL W/ FIBERGLASS (III BAIT INSULATION WEATHER RESISTANT I CEILING JOIST F A11 1/2 RND. GUTTER BARRIER OVER GOR- EN? L FLOW' SHEATHING OR SUBSTRATE 6EN SIDING GSM FLASHING L RAKE DETAIL 5/4X6 BACKER BOARD BLKG FASCIA 1X8 . ER BOARD W/DRIP EDGEi CAULK AS REQUIRED SCALE: 1-1/2" = 1'-0" •'i'; Y CULTURED STONE 1X6 BEAD BD. SOFFIT WATERTABLE/SILL SIDING 5-1/2" SPRUNG CROWN y'..) SIMPSON A-21 OR UNOERLAYMENT R 'Xi 1X6 FRIEZE BOARD METAL BRACKET, HOLDING 1/2"X2" METAL PLATE PS-400 COR-A-VENT W CAPACITY 5 LBS /LF FURRING MIN. 22 OA MTL. SUPPORT STRIPS MIN. 1/8" X 11/2" VENT VENT STRIP E ~ LATH PIPE RIEEETE SIDING v wF EorrR xn TOP F F°T4" SCRATCH COAT S PLATES 'A :p .IFnA j t AIR r METAL PLATE 514X4 WINDOW / DOOR TRIM MORTAR SETTING BED •i a CULTURED STONE VENEER L ell f. MIN. 1X 11/2" W w Q • l s•e•t q~R f~ mse~. e.R~-,. U WALL STUD CULTURED STONE h°/sr4RE ho/sr4Re O ~ WATER TABLE / SILL AT SIDING b y ` qR `OR-A.YENT ~ UN/ALL VENTI SOFFI- OFFIT DETAIL o SCALE: N.T.S. 5Y-3 'ENTING DETAIL VENT PIPE DETAIL SIDING SCALE: 1 ;ALE: 1-1/2° = V-0" a SCALE: I CDR-ANENT ROOF-2-WALL CALE: N.T.S. SCALE: 1-1/2" = 1'-0" F-2-WALL SIDEWALL VENT .NT CULTURED STONE 'p Q % CULTURED STONE O MORTAR SETTING BED Q °D O ' MORTAR JOINT WINDOW WITH MORTARJOINT INTFEGRAL MOUNTING Q Q:0 MORTAR SETTING BED FLANGE ROOF RAFTI WINDOW ~ ROOF RAFTER FIRER OCKING CRATCH COAT S 6 D D CONCRETE WALL MINIM/ALLY EXPANDING LATH POLYURETHANE FOAM OR CAULKING BEVELED CEDAR AIR AFPPROVED CAULK PAN FLASHING SIDING CEILING JOIST WEATHER RESISTANT d (AROUNDD WINDOW RSO) MOISTURE BARRIER REBAR WHERE FLOW : F HEATHING > OCCURS WRIAP TYVEK INTO STUD D ~ D OPENIN4G (JAMBS & SILL) WALL BEAD I BEAD BOARD BLKG. :J U IBERGLASS INSULATION Q D Q 6 TAPE (ESSP. p CORNERS) ° e USING T'YVEK FLEXWRAP h3/e SOLID CROWN 1-3/B"SOLII 1-3/8" SOLID CROW x as (WHERE OCCURS) LA1P&TAPE TYVEK 1X4 TRIM BOARD 1X4 TRI 1X4 TRIM BOAR IX6 BEAD BD. SOFFIT a H 2X STUD WALL S AT JOINTFS (UPPER SHEET WINDOW SILL DRAINAGE DETAIL X2 BLOCKING 1X A2EK TRIM BOAR[ PS-400 COR-A-VENT ^y ni F A2EK TRIM BOARD VENT STRIP M~ rJ H6-1 • D D D OVEFR LOWER SHEET) t' ~ Q D 0 FASTEN TYVEI(FLEXWRAP TG MECHANIC AP w Q a CORNER USING MECHANICAL - SCALE: 1-1/2" = 1'-0" NG AL SIDING FASTENER FASTENER TWEK FLEXWRAP PORCH COLUMN PENING CULTURED STONE CULTURED STONE AROUND D PERIMrnEKF S ALLTYV OF OPENIN TER OF OPENING OVER STUD WALL OVER CONCRETE m SCALE: N.T.S. SCALE: N.T.S. WINDOW SILL DETA DETAIL rVDTrAi Dnl i i)nDru nC:-rATi bUALt: IN C l .b. FLUUK ue s 1 1 1 1%. rlL I V L I VI\t.11 VL Ir%IL IV CO M L U SCALE: 1" kLE: 1" = 1'-0" o~ 6" MIN. "MA GIRDER ov ~v, 2X6 ACQ SILL PLATE COPPER COATED TERMITE SHIELD LPLATE ESHIELD E' SILL SEAL ILL SEAL .G 1'6" MIN BOX IN OPENIN 2" MAX. BOX IN OPENINGS 4 - 3/8"X2" NS REBAR ' OPENING w12XB ACQ w%2XB ACQ LAG SCREWS ANCHOR BOLT IS REBAR ' 6 O U B" ORBOLT MIN. F TYPICAL CORNER O STEEL (5EE ANCHOR BOLT DETAIL) F DETAIL) .c W COLUMN •Q •O GRADE TO SLOPE P- 9S REBAR N5 N5 REBAR POURED CONCRETE • AWAY FROM BLDG. :ONCREF p FOUNDATION WALL L ION WALL Q ASPHALTUM DAMPROOFINC ANCHOR BOLT SPACING 6 MEMBRANE TO GRACE ' O ~NSSTALL k5 REBAR IN ' ' 1/T' PREMOLDED FILLER FILLER W FOUVNDATION WALL AT AT PERIMETER OF SLAB IF SLAB EACHI WINDOW OPENIN 6X65TEEL WIRE MESH JE MESH V PROVIDE 2k4 KEY (VJ V 4'THIISAN D ~Q 0 2X6 ACQ SILL PLATE 3"SQ WASHER& CONCRETE SLp A m COPPER COATED TERMITE SHIELD END NUT SETUP d SILL SEAL 6 milD VAPOR 4 D IN 12" u H 4 6"0 FOUNDATION A5 REBAR 8" MINIMUM WALL 5/6"DIA ANCHOR BOLT EMBEDMENT 4" THICK CONCRETE SLAB W/ 4" C6X6 STEEL W IRE MESH D D COMPACTED 4'-0' D.C. (TYPICAL) PACTED q„ a D p CLEAN FILL I \N FILL NS REBAR !3+ 16„ U POURED CONCRETE ° u FOUNDATION WALL 4 Q 6 mil POLY u En NOTES: OPENING DETA / ET A I VAPOR BARRIER Q ~ Q p 'D 1) USE 5/B" DIA. ANCHOR BOLTS w/ MINIMUM B" EMBEDMENT INTO POURED -U= 11=1111zm~lll 17 TE TYPICAL FOU 7/~\ FOUNDATION WALL CONCRETE (15" MIN. IN CONC. BLICJ w/ 3" SQUARE WASHERS AND END NUT SETUP. 2). ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY HOLD SCALE. 3/4" - V-01 DOWNS FOR SHEAR WALLS. SCAU :')CAL.E: 3/4" = V-0" CONCRETE FTG. 3). ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6" MINIMUM TO 12' MAXIMUM FROM ENDS AND CORNERS. (SEE PLANS) DRAWN: MM/MS ANCHOR BOLT DETAIL COLUMN DETAIL k?t SCALE, NTS rpp a JOB b: SCALE: 3/4" = V-O" SCALE: 3/4" = 11-O" `tl ` I B r Apnl l?, 2010 6 I h r..c I SHEET NUMBER. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,I, THE SPECIFICATIONS, AND THE FIELD CON ,ND 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 ALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS if 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FFOR DELIVERY OF EQUIPMENT AND MATERI MENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC. PLUMBING, AND HVAC PRIORTO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECE REVISIONS. REVIEW SET 12/15/2009 BID SET 12/17/2009 PERMIT SET 04/12/2009 C TION AND CONSTRUCTION DETAIL DRAWINGS WIND LOAD PATH C ONNEC TIC T & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE 0 a RIDGE 4- LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAPIER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST ADS5 'TOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS BATH / SPA TUBS TO HAVE A DOUBLE HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT ANCHOR TO FOUNDATION W/ ANCHOR BOLTS LOCATIONI USP NUMBER DESCRIPTION APPLICATOR RAFTER SIZEUSP NUMBER DESCRIPTION APPIICATIGIN SUPPORT EACH WALL RUN EACH WALL RUNNING PARALLEL WITH THE FLOOR CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCAI LSTA24 11-1/4"x24" 20 o. STRAP APPLY OVER RIDGE TD EACH RAFTE 2xG-2xB LS26 iB o. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WIT ROOF 9 g FOR JOIST NOT DIRECTLY IT DIRECTION WITH (2) JOISTS UNDER WALL. NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2ND. ADS5 HOLD DOWN BOTH DOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS I.STA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD =ROC ANCHOR PLATES OF 1S1. FLOOR CONNECT THROUGH D 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCI BLOCKING 924"OC r^ HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD vJ WALL STUD - g THROUGH-ROOF EXHAUST Z VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF OF VENTILATION CHANNEL Q CHIMNEY AS REQUIRED C) RIM BOARD RAFTER RAFTERS MAINTAIN WALL SHEATHING VENTILATION WOOD JOIST W U SILL PLATE(S) SIDEW/ALL FLASHING BLOCKING TOP PLATE - 2.4 LEDGERR BLOCKING FOUNDATION RNISHI WALL AND MOISTURE UBE 2x4 SOFFIT JOIST BARRUER TO LAP FLASHING dNG ATTIC SHALL BE PROVIDED NTH A FASCIA GAP MINIMUM NET FREE VENTILATING AREA O O SLAPPING TO BE ATTACHED TO WALL STUDS 040"OC AT WAALL MAINTAIN GAP AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEEN WALL FINISH AND AND NOT LESS THAN 1/150 OF THE AREA OF GUTTER KING WALL STUD THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER W JOIST DEPTH P NUMBER DESCRIPTION APPLICATION ROOFIPNG TO AVOID SOAKING FLOOR US INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT RESISTANT METAL MESH WITH MESH CON TIN. SOFFIT / EXT. PLYWOOD 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS AT OPENNINGS OF iA INCH IN DIMENSION. ON ALL OPENINGS PROVMDE HEMMED EDGE AT FLASHING TO FORM CHANNEL ANINEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE IN AIR INSTALL 4'D" O.C. AND ESE AS TO MAINTAIN AIR .LARY 4" - 6" RAFTER RT10 10-3/4" x 18go, TYDOWN ANCHOR CONNECT TO DCKING BETWEEN JOISTS THAT ARE SPICED AND 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS GAP TTO PREVENT CAPILLARY ON ALL OPENINGS ACT101N EACH RAFTER PROVIDE BLOCKING BETWEEN OVER BEARING WAILS AND HEADERS INSTALL 4'0" O.0. / i CONNECT TO ROOF VENTILATION / OVER BEARING V 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWNI ANCHOR EACH RAFTER SOFFITED EAVE DETAIL 14" - 16" LSTA36 1-1/4"x36" 18ga STRAP AND JACK STUDS KEEP' ROOFING NAILS OUT BUT ON ALL OPENINGS OF FLLASHING 2ND FLOOR WALL ROOFFING LAPS BASE FLASG RAFTER \ RIDGE CAP OF SAME S, MATERIAL AS RC)OFTEG L I~L Li I FLAS6HING h INCHES \ BASE FLASHING WRAPS CORNERS, L / EXTENDS UNDEiR SHINGLES AT NAILED TO SHEMT ING IA F / SIDES 4 INCHeS AND LAPS ES THROUGH VENT SHINGLES AT BASE MIN 1 INCHES WOOD JOIST 0 a x F, TOP PLATE GIRDER/HEADER WOOD JOIST M/ C a SIDE WALL FLASHING r1 Q 1ST. FLOOR WALL SLAPPING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD I-a AND RAKES PROVIDE HEMMED EDGES SO RAFTERS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18". STRAP AND JACK STUDS LOCATION) USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUS C TED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STI RAFTER/PLATE RT15 TYDOWNI ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX JOISTS APROX 1/2° HIGHF_R THAN I HEADERS INSTALL 4'0" 0.0. CONFORM TO SLOPE TO ALLOW FOR SHRINKAGI V FOR SHRINKAGE & REDUCE BUMP OUTS 8" - 18" MSTA48 1-1/4"x48" 16p. STRAP AND JACK STUDS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF PLATES TO EACH STUD 0 DBL. SILL PLATE r SIIP FI nnR r~.1 E TERMITE SHIELD WOOD JOISTS m SILL GASKET C\ N NEOPRENE GASKET I ~ 2x6 /2x8 CONTINUOUS WOOD PLATE m o ; GONG, SLAB BOLTED TO STEEL BEAM WITH O p TYP. CONC. FOUNDATION ( A 6 MIL, POLY OAMPPROOF EXTERIOR V GRANULAR FILL 1•Q ~ 1/2 " CIA. BOLTS ® 48" o.c. STAG. w w 6MIL POLY ON EXTERIOR ' B STEEL COLUMN t ' A d ,4 A a I I G ° • ROOF JACK STEEL BEAM v CONC. SLAB ION \•Q I r- lII 4" x 1/4" x 8" STEEL ~ y 0 r n ( A r TOP AND BOTTOM PLATE m U qFF w • COMPACT FILL ~ ROOFING LAPS ^ FLASHING AT J WITH 1/2" x 6" ANCHOR BOLT y y V d 1 USE WITH 3.3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT o W 3 KEYWAY FOOTING ` n A GONG. FFG. 'D Q'0 CD a ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) II(- W I f 3" STEEL COLUMN 10 KIPS ) t4 REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/9" CIA. ANCHOR BOLT SUPPORTING MAXIMUM SPACING FLASHING LAPS _ DRAIPI TILE r V ROOFING AT BOTTOM SILL PLATE TO FOUNDATION 1 STORY 72" CC CRAWL SPACE OR FOUNDATION TYPICAL BEAM DETAIL . BEAM DETAIL tD SILL PLATE TO FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARD ' BOTTOM BEARING TYPICAL GONG. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"M24°x12" =NC FTG. CRAWL SPACE OR FOUNDATION WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL SLAB-ON-GRADE O X In 11 SUBFLOOR DOOR FRAME GONG. SLAB 6X6 10/10 WWM STEEL BEAM COMPACT FILL FOR BLOCKOUT IT JOIST LF','~~I 1N,i SLOPE AWMN~ USE 2X8 NOTCH JOIST AND ADJUST HEIGHT Lon P.T. PLATE 4"DRIVEWAY _ ,OTCH JOIST AP 2" AIR SPACE 4 . 7 1 2•' ' (WITH A NAILING 7/ TO BE APROX. 1/ (WITH A NAILING PLATE IF NEEDED) D BE APROX. 1/2" OR HIGHER THAN AT END AND 't •Q'Q STEEL BEAM TO AI ES OF WOOD _ A t o' 0 EEL BEAM TO ALLOW FOR SHRINKAGE BEAMS ° o • (PROVIDE STRAPPING i IDS STRAPPING TO KEEP JOISTS ALIGNED) GRADE q a r a ' 4 r o ..H a ri 11 '-SUB FLOOR 6x6 W.W.M. " f~PIOTCH BEAM FOR MUDSILL IF REQUIRED MAXIMUM NOTCH EQUALS 1/4 DEPTH OF BEAM • O 1IN (~'C ~ MIN. P >0 MOIST n REINFORCING BAR - C -A REINNFORCING BAR STEEL BEAM DRAIN TILE SHEET METAL / 30# FELT UNDER BEAM AT POINT OF CONTACT WITH CONCRETE OR CONC. BLOCK -m PLATE (BOLTED TO BEAM) 12" e 3.. SHIMS TO LEVEL BEAM g1 b DRAWN. MIl /MS TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #'4 REINFORCING BARS THICKEN SLABS BEN WITH B( )RING REWFORCND CO )ARS.NS. REINFORCE F2 #4 ING 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT SCALE: N75 102 ID BEAM POCKET TOR ol 12, 2010 11 6 ^;~y r Ap 0\ _ ICI SEIERT NUMBER LL BE A^NDT SHALL REQUEST [ALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-13 TONSULATNGND 5HIEETROCKINGF ALL ANDSHALLCURECTHE CoP 0 PRIORRESPONSIBI. RECE DISCREPANCIES CLARIFICATION BEFORE SHALL OF WORK. BOUGH ELECTRIC, PLUMBING. COORDINATE AND MEETING WITH ,f 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES B ETWEEN THE DRAWINGS, TFHE SPECIFICATIONS, AND THE FIELD CO MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE. INCLUDING BUILDING AND SITE CLEARANCES FODR DELIVERY OF ERU IPMENT AND MATES REVISIONS: REVIMSET 12/1512009 BIO SET 12/17/2009 PERMITSET 04112/2009 2. stud JOIST DETAILS Plate nail-16d(3-1/2'9 wall at 16" Plate nail .l6d(3 Plate nail -l6d(3-1/2") ALLOWABLE HOLES - TA J )LES - TA Joists box at 16" an center* ~on-center box at 12" on-cen box at 12" on-center INTERMEDIATE BEARING Floor panel null loom panel nail - Bd ) 2-I/2") comma -101 /floor panel call - ad NO LOAD BEARING WALL ABOVE a ana~ v(2-1/2") common at 6" Load bearing or shear wall common at 6" omcentar* ter" on-center ma"ter"° wal.n / n-center above (must lack over wall below) Web sllffeneis " T.dlra ywFerr In " or 1-1/4" I required each lade Load from I-1/4"Trus Blocking It B3W Blacking panels JJ. FOtrheJ Zrnr Op NOT nrr o, -1ch n nqe. Blacking Trus Joist 1 Jolst rim anal may be required with above ? O panel rim board` It board 2x4 minimum shear walls above or squash below-see detail Bl 1-1/6~ a I is x•o of al x.lx A ce nail -10d (3") be ball - c nimum oe call -lad (3") blocks I"Ppll.r m "n mmlm~~m 5 6^ box at 6" m~n box at 6" box at II' nano MOUi ar nn-centeer B7 B1 1/16",a Table A - End Support ro,mr mr nol~e~are rm~ on-center" on-[enter Remove tongue and groove /IR'/n nn,llevee OO m t, Nr Hole. -111, from floor panel edges Boun any nailing supported by 1" eRimB to . 8d (2.1/2^) 2x4 minimum MI Imum distance from edge of hole to inside face of r Web olffeners le to inside face of Falsest end sup art remforsemen, bli proper do, stall proper blocking squash De.Rll 11 ROUND HOLE SIZE to support ail panel required each blocks sla' a vx JND HOLE SIZE SO ARE OR RECTANGULAR HOLE SIZE TJI rim ensure quality nailing common at to ss.pport all an jkt ^Convl a/mmtrudton code m, (os n-centee' re wr th ih A A3 only. See Trur lolrt Fro amers edges side at F1W and or 13• edges Use 2x4 as inimum s uash no in- I a• x~o' s o^ r'o ,amer'r Pocket 6ulde fnl B2W 62 B2 B3 B3 [5 blodcs around to TJl transfer load anrz" M a z1' ]P s:a m• s'.6° 3' m Al A2 Murt have l-3/4"minlmum A3 A3.1 3.3 LAtr,idefor A3.1A331nstafation 3.47ee TsurloAt Framer'r Porket6wde O)drt bearing at endr 3.2 rpedficationr. additional lnrtallatlon rpaofinatfons. ration specifications. catJDnr. 1asst Ion zo' r-o• nD 6'-0" length of coal a s' 6 TJI joist B" dlalmeter maximum hole ^ Nod Tins Joist im "°/u 3D 6D vl = i ~a^ eent 360 1 l' I board to blocking Attach reinforc m pp' 0' 11 Fit R 4'-0" length of a' diameter ami hole reinforcement and for 11-7/13" - I6" deep with connections to joist with one Ed i no I,., 7 1, 0.0' 3'6" ri~ R'0' sul 3/4" for 147/8"-16" deep filler block. Use blocking panels; 6" Web sufferers B" diameter maximum hole reinforcement blocking panels, 6" 4'-0" length with dliameter maximum for equivalent to (22/2") common nail at Net through 2. , wood backer x1D rvo^ I o 1'd 3 I or decking schedule each corner and la. 3D o-o" vm s'n^ 1' m S L' L^ e.6' required each for 117/8" 20" deep on one side at diameter mewmum for 9-1/2" and 11-7/8" blocking panels 9-1/2" deep side at EIW blocking panels; 6" E2, both sides blacking panels 91/2" deep TA joists on shatter than 12" long Trus Joist Attach reinforcement TA joist web with 2 rows IDd 3sD v.o 1w I. I- I a diameter maximum for at E3 or shorter than 12" long not cut flanges. nm board to loin[ with one ad Blocking panel between Blocking (3") common cats at 6" so Iw^ vo c• -o^ a ch joist. Nail to [cep pane n-center. xio I: a' rs^ 3 L p" la' I'6• r~ loclang panels 9.1/2" deep not cut flanges. or shorter than l2" long. Tots Joist common nail at each co clinched Use se xao each .,can plate with mnnedions 16d (3-1/2") nails vuith is- 'so 'v 'w Il 110 I.D. not cut flanges rim board equivalent to decking 3- "TJI Voist silo ya^ s o v's iD schedule. o a'D In" 1 11 of 1.1 ip 0m IIL'd' Ix'p' ~ (n1 ...Joist 12" length of a ge widths e^ la^ 12' 11' 11 3/4" 12" length of x+u s 10" I]' S" 17' R' 10" 1]" IS" V' p rim board trash reinforcement to reinforcement 3/4• ssD ea' va^ s'o^ ma^ xaf vv ao o• L, '~Jl va^ s0^ nw^ re' rvv Iv a^ i 6" O F Trus lelst ilm bash relnfamement joist web with 3 { on one side at reinforcement xrc sao orv vv rI vo^ T.o^ mrv' ID's E5, both sides on one side at sso I. I Po' I'.o r.o^ 1'L" ir Ip'S I'as 14:m 1 /W1 as it. L.0' yy ra^ r „m a I]:L I,.L „R" O board 5 c noest with ad (2-1/2") cows IOd (cli ommon..It, at 6" on- retraction nails at 6" I'll at E6 EJ, bath sides Wood .,0 m Cantilever Support center. When 0•` an-center, clinched. ed. backer able B - Intermediate or Cantilever Supl i R to inside face of nearest Intermediate or cantilever support Face grain 1+xmJ remf 'rang both 2• ssSNF Use 2 rows with 9-1/2" 19-1/2" than Less than at EB xxly `et L9 `m`oaAy Minimum distancefrom ed a of ROUND si HOLE SIZE Less e[ W F JND HOLE SIZE SC! ARE OR RECTANGULAR HOLE SIZE U horizontal so sides, stagger nails. mx+ and 11-7/0" E1 E1 E2 E3 E4 TA joists. ES E6 5' E7 0 3~~ Fl Io\I Vo,SOSOwLrl' Damon Tll T a• x" 61/2 e.ln m 13^ bin' e.ln II' 13^ 3' I^ 61/x' e.l/] n` 13^ 1+6' p6' 3'R' 6~6 Not for use with 3-I/2" TJI joint Flange widths e 9.Wn so 3'.6 1'a• x3a 4'O' 1'-p' "a 37 nul 9:P Filler block Attech with ten 10d (3'9 box WEB STIFFENER ATTACHMENT mo no or , a, s' n p' O U nail, clinched. Use ten E%FERIC s,m Gap ' " - We xao • EXTERIOR DECK ATTACHMENT 16d (3-1/2") box falls from each side with 3-I/2" Option mMUm "I °'w aa Structural¢xterior App/y rublloor adhesive to at/ TJI Joist blocking with end nd 2-3/43/4" maximum o r.a^ 3 a:s e Dva L~ 7 at I a, Ix y 3'd" 71 10 u Webulffeners TJI jout flange widths. xio e.o sheathing contact rur/acer cks installed at 1/3l/3 joist 11N2 n a• s• s+o^ v'o 7 r Ix•. a art. s,- sul, its r. 70- 717 ll 1. '0'R^ ist. required if sides of Use fifteen nails with Backer black pI s an locations using Three Ed (2-1/2") box nails. Flashing II II o Bid (21/2") drooled 3fo x:m e:e v" x'd 5:6' 1'1 Iall hanger do not laterally TJI joist depths Install tight to top Bearing plate: Flesh support at least 3/8" greater than 16". Range (tight to Flush plate with inside Treated a° box nails or '1. '.e- .1 11 P 111. a of TJI joist top bottom Menge with Pose of well or beam lac or 1. mo ra sa^ a, Treate ed x er 11o~"sp sea+ 2d/2" screws. Three lfid (3-1/2") box nails see n 8 \ at 3-i/27.hoie flange widths '3" a' m.a 0 typical 11k2' avo '.o' ro' '-e -s s:v .e 3'P S•R• 9'6• I'.p' p p' 11 1 1 Tr r' "W 1., 11 v 11 a, flange face manor 'angers). Attach See faster Web stiffener each sao +a' rso v.n^ vo I-0^ " 17 ur 11.0 p" 11'6" I6'A 1 with len nod (3") Sr, fastener Tins Joist table below. Maintain rim board OPh ^ d2: I .vr side. See sizes 1 b ox balls, clinche when possible. ge of 1, edge o 2x strapping installed H below. I. 'o^ Ix• I5^ Iv 2" distance (minimum) from at 113lolsi span Ti ht fit *m s'., em g ssD n rm e'c^ ma^ ie+s^ 6'ah 12' rlis^ 17' e^ v' Iu^ rt ma^ ra^ mm 1 flange d table belt hangar edge of ledger to fastener. locations using two 3so o a'-o^ n'm Ire' ] L'o" as, 156" I6'{ up I 'ads Face mount esker block 2-1/2" screws per lDlS W eb Stiffener Size W ¢b 5tlFfen¢r 5iae as. xnob one lomledlnw xw Allowoblo had/Factored Rn[K cgW) \1 niollonpni Al., ram° I.3Po°dm bo d 1"e0.1m° srPtlan q3: t Id/4"S%^x2-5/IG"min 2d/26'1'/x26/5/1mimimum x.m"a.l"r 1.1c, b:gymm.e.~r.mrv a rs^ s'a Ix-a laa• hanger both sides r•rcm. of web with a/e^ i as i 3/a"hC boa 4p0/63oar NA /NA. directly applied calling yanywbere wllM1ln rM1eweb leave l/P'c BMpiheweb leave l/Pb(web (minimum]nl loP and 6ollom of M1Ole Uz^mse single TJl O joist 1/2"119 boll 475/75n 3x5/NA When r ciAed on the leYout, One a, mole of eb olappmximalelylx"on-mnlec tl rudindrly IR"on-mnler, they tlo .sure[: tole Hl H2 olst k{; O 'c"artona~~~~eaN~do"n~ Pe ales pIlls, lat ea mmlaed vernog v.o• a.v O -n'omvadoiascaird ee¢nalold r...occlawrvco4 FBI ethree braUB options shown ILesuRll be O 2-1/16'3/4 x2-5/16"arm 3-112 2x4 -sarampaspan(5'minlmoom ammnm'/ ICadad anidouaaeng IN m Nlmerr, r.merm mrw l -ire '"aximum:lac mlod noia may be 1-mad al Me cellar of Ina lol epalloom nsfalled ly loaaea loll- carting the rruarespiII- mrtent Trm loth pmdutl lists, our lea ar the sent[- of the lahupas...vale, no other holo..... lr u lo6i. . obmmer are bama on the neximom ommrm loam shown iir cor mltolm s1ra shows in nurenl Tim laBt product 6mtlc9 For olhrr load conditions or C hole s.ol1, okmsr.,.n your Tmr lebl m1corm.1 e ellreprresIt-'[yJi ALLOWABLE HOLES - Beam LES -Beams and Headers BEAM and COLUMN DETAILS BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE x diamr x. llama].. .r n,e Lrsen hoc lmmlmaml B O ~.7 ~jU BEARING AT WALL WINDOW HEADER CONNECTION WALL 113 deplM1 FF++T~gl ^ lid Joist Framing o p O lr, rd hole zo F- Trus Joist rim board Strap per code If Mcklog 1/3 ca h Cul o."-pOnsun-sa only pt mrne[eoreroreeanr. or blocking for top plate Is not lateral support continuous over panel sawry brad I gnx4 v31 Allowed Id, aona mamma.)ofI orocenrer... Pa" Allowed haler 1/9'1 ROUND HOLE CHART FO El emended 1.1 braced end REAM - -11is us M 0. SI]E 0to. O F-1 Silent Floor joist framing Fnnaa al cam 1^Irt wire 9-3/9" 1n does not require bridging ovd loa/r9 nmb miminum - For uoiiormly laadad beam) only or mid-span blocking k,, vAr"=41 - aedangamr cooler are ~malowe 511 13/4" 1 I/4 "l0 10" 2" PA header Top Flange Se..host..... 0r al-el Hole IDn. anger 0 No holm m:amaevem 4 a H2 - No M1ole+ln M1eoden of berm+ln p1an4 orlenladon .dialalloo Face mount Do Nor"evel ov,ka r Al Primllemm PSL or hanger DO NOTcloven O TimberStrand® beycnelntldet "eyondlnrtde coca I Rim board lolls O wall E2 berwemllmm TA JOIST ATTAC TA JOIST ATTACHMENT at BEARING L2 L3 Sea current Trus Joist L4 rotectuntreated wood imam direct rontact Ll LSL Column literature for framing with connate A3 TA loTrw J .1,1,1m tlm t Plate t to Bossing Plate Squash Blocks to 111 Joist (Load connectors T board rw loatrlm bops bearing wall ebovej p Onelyd190 ba. Sam, 1.11 m. So a'i"O, walEe cm, Ed(31/3'9 N v CONNECTION OF MULTIPLE PIECES OF I. adI Cs air, om=nan BEARINGATCOLUMN TOP-LOADEDNI BEAMS (1) 1-3/4' Width Places: T)l rim jnbt TJI ram I°In al an 1111 p m r^ v m a Minimum of 3 rows 10d (3" x 0.128'9 nails at 12" o.c. Tml Lou, 11.11 b1/B"Rom L3 dm board rnd 13/1"minlmum brad, 1.3H" mlmmum ee.rms ~ ti ~ w A2 Minimum of 4 rows 10d (3" x 0.128% nails at ELEVATED COLUt1N of end support 3-1/3" Al raddr m al lRarradaL at ord maport re 111 ta ~ minim1 mum meair Verify Parallam PSL or Tlmber5trand LSL 12" o c for 14" and deeper beams BEAM ON COLUMN COLUMN BASE BASE support LI A- pad. loamm Llbrateq.,./a support 'ex ,an w k .conn<rwnr<qulwl<nr ro p y ~ ~ it, \ column If using 12d (3-1/411) or larger nails, the CAP B1 Hl //oaryne/n°NnLxhMUle "yne/noNnLxhMUle A capacity and beam number of nailing rows may be re ~Ibxarlog duced tl Optional ty an length by no non-shrink 32 Rim to TJI Joist M V See current o 18rout Tml J.d. Had board r Tmr J rim board or 7 V Trus Jolrt 34/2" Width Pieces: n.nura l O literature. Minimum of 2 rows 1/2" bolts I LS O L3/4' wide TA did 2 5 (3") ho 93 Io eftd I.3/4• aul wlde TJltlm an, (J rl at 24"o.c. staggered ..It Into mh flan, vuldu \J Ion0a, led'1"box T b (T ..It Into 'am Onn6e MR wide Tll rim TJ19oor d 1m:ITC<nall p/ ell nal cowl ha "Pdl:d evenb O 2-1A IS joIA 16d Tit Im biis10ne I6d p x-1ne•2 SAWailae f3"l vow nonr. on weexlo e.dr Imn r` o W 3 Tit rim ioxlOne ed ad" of Tll/.,P aon6e mw~nm aln"^nn. e~. a^nnmltenr mr im..l°"a.d b..mr O Eaawc Use 81 or 82 at (3.1/3') bov nail anh (3-11 box nail into eacx C+ ranee Additional nailing or bolting may be required with Pl P2 P3 L$ L6 ride-loaded multiplcmember beams. Rd&r to mm,m e4 IWleu termediate bearings rod, am Naam¢ B y 3-I/R" wide T)1 rim P,l lolrl TPy<w product l@ereture. o of inim rand, It load bearing or shear En a1 amo+m= wall from above o rapport Brand ena wmi BEAM ATTACH BEAM ATTACHMENT at BEARING W FASTENING of FLOOR PANELS closest on center 5p'sh, per Row unote 3 antler Tarr Jor rim board WARNINL H1 Till Join rim board F mail 5Iae Tit T-Jesiarlmbomd Tlmber5lmntl LSL Mlnol6m LVL Parallam PSL O;e lOtl l3'9 box ml emb title of 230. 360 and 560 1' 14/]" I-I/]'orwldee lid rd Pis ~Iltl'r'mmlmllmehomgend ~ O ad (2-112') box 24/]" 6" 4" 11 12 VVI common 31/3 2" 6" 4" 3" 1be (3"). 126 p-1/4% box 3' 6 4" INSTALLATION TIPS 2 " Onae ans at an See /pTing plan ~r<PMltielf wFamelr Porker 6" 4" 4' sera ewill imprwelloor pedormona.but led (3').12d (3 VVI scnmo 41/2 " 3 La L4 aOn6lq11- dInd ¢ L, I ro d anelaromimmlre er,/earummlmam end.nd/m<rm.elm.ee<rmL N spite s.fama l<nrrhr u 16d (3d/2.) oammon NA 4" by 6"r" 6°nr A" 6" mrynol In do When Jolla, are, rc soared nhMOetl hearths parallel U xterior Deck apllnlnsmpmtr e Rachment !p ontrr MUea l°.mimin wnM1mnlmum null pnmvn°n NI UH'Inl° menamwe s' IL nnrom.lpaa yA apeerc ehe width of the waB !mplumbingC stl 1-1 mramms Ricalbin6eeded L I l2 ine^ Il and [I^ ter p,rnede Addlllonnl lob, HWs at plumhlnd drop hee derail). on oxamer dye NaltliererluIrementm g 6ouPene O OONOTUre IDoumber loo )ddmr - bl ,,nL. mrymmendobon+ Nailing m be oPoet at least l and rtagAered - p Sawn Nmber,nddo.-kirmaYmrlnk O 1Rer Will! WARNING J 14 6s. staples er may ay be mbrlltuted for ad A6(I/]") nelb if minimum peneValon Pr of I' Into the Tll joht or rim board b a[hleved protect O See ALLOWABLE Jobts are unstab mheal=d wood HOLES Joitls are unstable until braced laterally x so mm d1dar H3 Br. mo ad w r U Bracing Include,. L/ Maximum rP' n60l a... ROw [o Fmjobtwlbm1 314"orlel+ 1B"onenter mncrem elo - noux, , at. Boma `.zr]I dxjoldva1dthl6reolo hm ld/4": 24"om[eeter LNG NOT a0ow worker. t, walk on . a, ro walk on seal eon am, lent OO NOrrnck bullding mareNa/r jolrLr until braced. on unshearhedicishc Sat only over beams or wal/i. FILLER and BACKER BLOCK SIZES Stuart, .Al, Aadklonnl Bns prole Io INIURYMAYRESULT. ILT. TA Flow,Wldlbs 1-3H" 2-1/16" 25/I6" 3-IR" II PlumhlnR amp or 91/2" ar 14" ar 9-IR" or H" ar Ii" er 14" or 19' ar b=1aAdum win laude A!Iy r aeuser Bu5imess W WARN/NG NOTES.' axial IY]/6" 14 117/9 " I6" 11-]/A' lfi 20" I6" ]o" 59unh bbtla notl blo[kIn6 P°neh mrry Raaatl .-I or Lack of concern for proper bracing during constru bran following guidelines or acing during construction can result in serious accidents. Under normal conditions If the lowing guidelines are observed, accidents will be avoided. +rG 2x12+1/]" Two Two Two verllml In.&(demlb at and a]). P'[klnp om the Filler Block- 2x6 Na Via, 3/9' 1/T' 1R" rbrelhlne 2x6 Nil 242 web ofa Tllloln(wl 1l rrdfennQ lintel, (Detoll Fill +healhing Iheothln sheathlny Nentbin +ub+111u1e (onqueM bo[kmr blo[kin6 Pandc at leo lv and dmt~ut ta. radI upd d Naa,.,ra n a, x1 . 1. llnerlgal al mu 6e m the a., ma, ran and pmpuaV nvlletl Cantllever F111er 2x6 2x10 2x6+3/0 " 29101 3/A' 2x6+1/2" 2x10+1/2" rl a l ralnS tl awns". liar. I.~ m end -H or as oaths did, ma ..Qla`I.I y..n,por., rr prm,aarm am Im=abmd tm I1awa1lor oamnae soul ea arm..aar o,m1, mm,.anano n. a A 'iea y o. a aen (m.rrnmtvll 'at-n,- -11 11 I'll a onumma,m it (dealt E4) 4'0' 6'-0" Ill-hill rbmtMn6 +heathu, aheethln6 Not Not"'llcable long long 4'A"lont 6'-0'lone 4''0"long 6'0"long opP lmble I4lnymadn, It,., artil mnmmarm man br wara 1. b.,r It., .budllr ra..ayr yr roll-1, 11shly pmbull, under Ill mar) m $ DRAWN: MFI/MS I maal„n,u.a m ax-.ar.1 radarxa,a m„Ina, ,r===ea earn an, mem.amlom u+mammx r~ yl~i w.xt,rIvpme.nla oxd, llrnr.,,mwalon'.a. x.... ro, or.,-,,l anaml.a,n..lsu f SCALE', NTS Y,der Blocks 5/11, or 3/4"or 1Jbenlhlnfmala. i.1,11, olo.ma to -1 111 le al I.- all 5 Enar of call-, rrrlulre afor brn.Irae, but, tae rap rnd ,m m Ta ianl brim. aamnoaauo,a,.a. n, piaaa - a. n,l.m ' ]/A• 1" Net 2x6 ]xA 2xIR moral FI 31 or H2) ela, 1a,I mm1 umolmlralpm wllhln a blemnn HMfira ~rvbranne m, Wino m. mp a„aem m„n=aw, ' - JOB q. 11 s1nm.1.1 -Iln" rmmlm.a0damml. y,~ aN„ Y~r April 1?, 2010 . n.......lnveem 01/n aMlxkpnb4 ne/gbM/uv m^unr asnS+n N+mlaln es, .peu°P /Wt -auu/I ¢ f/lIn'antlb^An bKK4 kn6/M1++M1WIO nm re11.doa ,n<,^ an„NIM!°-m^"m°^'/ °'°"^n.-As,1°k,.11) This sheet is intended as a supplement to the Trus Joh the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. SHEETNUMBER' PAINTER TO PRIME AN D PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWN GS, TTHE SPECIFICATIONS. AND TH E FIELD COI AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FC)RrAPPROVAL OF ALL GENERALCONTRACTOR SHALL BE RESPONSIBU IALL BE RESPONSIBLE FOR All BUILDING DEPARTMENT INSPECTIONS A-14 if 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOFR DELIVERY OF EQUIPMENT AND MATER rMENT 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 SHIEETROCKING AND SHALL SECURE THE C of 0 PRIORTO RECE I REVISIONS REVIEW SET 1]/152009 eIO SET 1]/IJ/]009 PERMIT SFI" 04/1]/2009 WIND LOAD PATH CONNECTION AND CO CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMEND E'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4" MAX. KING STUDS 4" DIA. MAXIMUM RAFTER CRIPPLE STUD CLIMATIC & GEOGRAPHIC DESIGN CRI sPHIC DESIGN CRITERIA GROUN WIND SEISMIC FROS LE LEDGER SNOW SPEED DESIGN WEATHERIN LINE FROST WINTER ICESHIELD FLOOD ATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS RIDGE HEADER LOAD (MPH) CATEGORY DEPT DEPTH TEMP. REQUIRED 45 LBS. 120 B SEVERE 3 FT Z_ EVERE 3 FT. MODERATE SLIGHT TO 17 NONE TD HEAVY MODERATE " RP RAFTER JACK STUDS ~o RAFTER-TO-LEDGER CONNECTION -DOER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCF LEDGER TO BE COI RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP I ;AFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted, all framing COVERED PORCH NOTES: 2x6-2z8 L526 18ga, SLOPE HANGER APPLY TO EACH RAFTER /LEDGER ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD All fasteners, hangers and anchors to b noted, all framing material to be Nl ACQ pressure treated lumber. s and anchors to be galvinized or stainless steel. STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 L ROOF LSTA24 1.1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 L 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 )oistl to be bolted or anchored to each post or pier with washers and nuts. 11/2" SPACE Girders on concrete piers shall be anchi into concrete with a minimum 1/2"dia piers shall be anchored with proper steel connectors anchored minimum 112" dia x 7" long anchor bolt with washers and nuts. F-~ MINIMUM 3). Posts supporting girders shall be an footing. Use a minimum 1/2" die x 7"'. girders shall be anchored to a minimum 24"x24"x12" thick concrete L"J RAFTER be 3 ft. below grade. nom 1/2" die x 7" long anchor bolt with washers and nuts. Footings Shall O ,F+ HANDRAILS FFF"IT---iii Ca RAFTER 4). Deckjoists to have blocking at 8'0 i re blocking at 8'0 o. c,. 5). Fleshing shall be Installed between t H O Installed between the building and ledger. Lapping up the sheathing W H and over the ledger. Ledger to be faste . Ledger to be fastened to building with I/2" dia. bolts with washers TOP PLATE POD and nuts at 16" o.c. T( TOP PLATE A 6). Concrete piers shall be a minimum I O H all he a minimum 6" above grade. ^ Z BALUSTERS 7J. All joists to be supported with hang pported with hangers and anchors. Each Joist shall also be anchored O O RIM/DECK JOIST 0 to girder(s). WALL STUD 8). Covered Roofs shall be assembled a C) U OPEN BALUSTER ATTACHED TO WALL WALL STUD WJ 0 fall be assembled and anchored the same manner as a typical building, j~ 9). Use simpson hangers and anchors lgers and anchors with 2-MAX Cripple protective coating or equal F"~I HANDRAIL CONNECTION B RAFTER TO PLATE/STUD CONNECTION for any contact with ACQ. i ACQ. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATIO( LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLA' RAFTER/PLATE RTIS TYDO Xi ANCHOR CONNECT EACH SHALL NOT BE LESS THAN 1-114" NOR MORE THAN 2" IN 4" - 6" RAFTER RT10 10-3/4"x 18ga. TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION NAILING NAILING SCHEDULE CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL EACH RAFTFER PLATE/WAL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS PLATES TO EACH STUD ROnF E N PROVIDE AN EQUIVALENT GRIPPING SURFACE 8' - CONNECT TO 12" RAFTER RT20 21.1/8" x 20p. TYDOWN ANCHOR EACH RAFTER E N JOINT DESCRIPTION N C DESCRIPTION QTL 5PNAIL NOTES STRUCTURAL PANEL TURAL PANEL Ed AS PER TABLE 3.8 4" MAX. WFCM - SBC 4" DIA. MAXIMUM Gil GIRDER/HEADER ROOF FRAMING: ° ° JOINT DESCRIPTION 'RAMING: DESCRIPTION NAIL NAIL ra U NOTES Z JOIST P( POST/COLUMN o RAFTER TO 8' QTY. SPACING (o ° TOP PLATE 10 TO 8' WALL: 3-13d COMMON EACH 1P TOE-NAIL a PLATE 10' WALL: 4-8d COMMON RAFTER _ m POST/COLUMN CEILING JOIST B. ING JOIST B' WALL: 3-13d COMMON EACH TOE-NAIL a TO TOP PLATE 10' FOP PLATE 10' WALL: 4-Bd COMMON JOIST GIRDER/HEADER CEILING JOIST TO 16 JOIST TO A5 PER TABLE 3.7 EACH FACE O PARALLEL RAFTER LEL RAFTER WFCM - SBC LAP NAIL ,--1 CEILING JOIST LAPS JOIST LAPS AS PER TABLE 3.7 EACH FACE PARTITION WFCM - SBC LAP NAIL P05- POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION 4LARTIE AS PER TABLE 3.4 EACH FACE LOCATION LOCATION 1111 NUMBER DESCRIPTION APPLICATION COLLAR TIE TO RAFTER ,RAFTER WFCM - SBC END NAIL DECK/PORCH RAILING SP I D JOISTS OVER H AD R/ IRD R 4x4 SOLID COLUMN SOLID COLUMN PB544/ PBSE44 / KC44 POSE CAP ANCHOR APPLY TD EACH COLUMN BLOCKING OCKING 2-ed COMMON EACH TOE LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN SOLID COLUMN PBS66 / PBSE66 / KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER I RAFTER END NAIL JOIST TO GIRDER/HEADER RT70 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN RI XLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV, BOLTS WITH WASHERS AND NUTS M BOARD TO RAFTER vt BOARD 2. 16d COMMON EACH END RAFTER END NAIL ~ ,NJ C m n w a STU WALL FRAMING: BEARING PLATE RAMING: rn m GIRDER JOINT DESCRIPTION JT DESCRIPTION QTY SPACNAIL ING NOTES x o a w~ ° TOP PLATE TO TOP PLATE 'OP PLATE TO 2 -16d COMMOP PEP, FOOT FACE NAIL o v TOP PLATE .a ° WOOD JOIST TOP PLATES AT DP PLATES AT JOINTS FACE INTERSECTIONS TERSECTIONS 4 -I6d COMMO EA. SIDE NAIL r LEDGER STUD TO STUD TO 2 , l6d COMMO 24" FACE v, U 8' ° GIRDER/HEADER II CONCRETE PIER STUD STUD O.C. NAIL ~gg in WOOD JOIST WOOD JOIST HEADERTO HEADER HEADERTO 16" O.C. FACE HEADER I6d COMMON C p v ALONG EDGES NAIL W TOP OR BOTTOM )P OR BOTTOM 2 -I6d COMMO PER 2x4 STUD END P. PLATE TO STUD ATE TO STUD 3 - I6d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: DOUBLE 2x TOM PLATE TO: FLUSH JOISTS WITH HEADER/GIRDER I (MINIMUM) FLOOR JOIST, BAND 1015 JOIST, BAND JOIST, 2 -16d COMMD PER FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 11 FOR HEADER HEADER/GIRDE0.-TO•POST CONNECTION END JOIST OR BLOCKIN )1ST OR BLOCKING FOOT y LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @1610C WITH WASHERS THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX 1/4" HIGHER THAN LVL HEADERS II OR BEAM LOCATION US' NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE, 1 0.0D I (2) BEAMS PAU44 OR WE44 POST/ BEAM ANCHOR APPLY TO EACH PIE REQUIRED II FOR STU (3) BEAMS PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH PIE DECK FRAMING: AMING: O FLASHING TUCKED UNDER I TOP PIECE OF SIDING AND JOINT DESCRIPTION VT DESCRIPTION NAIL NAIL NOTES QTY. SPACING N LAPPED OVER FIRST CONTIN. THREADED ROD JOIST TO: PIECE OF SIDING BELOW SILL, TOP PLATE OR GIRD P J PLATE OR 4-Bd COMMON PER TOE 11#~u GIRDER JOIST NAIL P~1 a 1/2" DIA. LAG BOLTS W/ WASHERS CNW COUPLER NUT BRIDGING TO JOIST BRIDGING TO JOIST 2. Ed COMMON EACH TOE CONNECTED TO BLDG @16" OC END NAIL BLOCKING 2 - Ed COMMON EACH TOE U WOOD JOIST MINIMUM POST BLOCKING END DISTANCE TO JOIST 70101ST END NAIL l M BLOCKING TO: (LOCKING TO: EACH TOE v BLOCKING SILL OR TOP PLATE 3-16d COMMON OR TOP PLATE BLOCK NAIL FLOOR FRAMING LEDGER STRIP • MINIM M ' EDGER STRIP 3 -I6d COMMO EACH FACE 2x JOISTS o ' c EN5 ANCE ° 'o 12"x12"x12" TO BEAM JOIST ON LEDGER TO BEAM JOIST NAIL IST ON LEDGER 3 - Ed COMMON PER TOE y S ••q', CONCRETE FOOTING TO BEAM TO BEAM JOIST NAIL WOOD GIRDER BLOCKING FOR JOIST HANGER BAND JOIST BAND JOIST 3-I6d COMMO PER END LAG BOLTSp p > TO JOIST TO JOIST JOIST NAIL 0 HOLLOW COLUMN UPLIFT BAND JOIST TO: 4ND JOIST TO: 1bd COMMO PER s RIM JOIST/BD. n~ SPLICED JOISTS OVER HEADER/GIRDER SIMPSON STRONG TIE MODEL STRRI/2 SILL OR TOP PLATE INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. CONNECTION OR TOP PLATE 2 - FOOT TOE NAIL AA @y 4V PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION DRAWN MH/MS USE WITH RTID TYDOWN ANCHORS 4X4 POST PA U44 OR WE44 POST /BEAM ANCHOR APPLY TO EACH FOOTING SCALE NTS DECK/PORCH L D R ONN TION 6X6 POST PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH FOOTING f~ JOB 4: r April 12, 2010 SHEET NUMBER qr . PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SSPECIFICATIONS, AND THE FIELD CONDF )THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPIROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FO VT 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 SHEETIROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVIN BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A_15 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS ATJOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DEELIVERY OF EQUIPMENT AND MATERIALS PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. Ri REVIEW SET 12/1511009 3TD SET 12/17/2009 PERMIT SET 04/12/2009 NAILING SCHEDULE PLAN CONTENTS: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDE R3 RESIDENTIAL GENERAL NOTES WIND FRAMING NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DA RESIDENTIAL DWELLING 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. ills required QTY. SPACING When a collar tie is used in leu of a ridge strap, the number off 10d common nails required in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH BUILDING HEIGHT (see RLANf (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (sEE RLAN! (SEE PLANS) I). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: :e shall be in CEILING JOIST T WALL: 3-8d COMMON EACH TOE-NAIL intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling oir truss to top plate shall be in ow, rafters TO TOP PLATE 10' WALL: 4-8d COMMON JOIST 2ESIDENTIAL CONSTRUCTION CODE AND 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 liine with studs below, rafters 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 s attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL C 2006 SBC HIGH WIND EDITION WOOD -ION 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 f the building PARALLEL RAFTER WFCM - SBC LAP NAIL -ROSS SECTION AND GENERAL NOTES 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 SECTIC) 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 mections in TO RAFTER WFCM - SEC END NAIL ATTICS w/o STORAGE 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 is below, the 10 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 :onnectors in BLOCKING 2 - Bd COMMON EACH TOE ATTICS w/ STORAGE 20 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 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) DAD) 20 RIM BOARD 2 . 76d COMMON EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) EPING) 40 3). Dimensions shall take precedent over scaled drawings. 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL (DO NOT SCALE DRAWINGS). First wall studs shall be connected to the foundation, sill plate„ or bottom plate with uplift 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 !te 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 Ed under !d under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION ION 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.31b. When steel straps are lapped under the . bolt QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR C (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 acing, TOP PLATE TO 2 -16d COMMON PER FACE NAIL specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the ernd of a sill plate and all and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIl, -ION ANDWIND PATH CONNECTION Q TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENER AGE & GENERAL NOTE PAGE x z 5). Refer to the Window and Door schedule for exterior openings. corners. INTERSECTIONS 4 -16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL N( E GENERAL NOTE PAGE ^ 0 STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WI CLANS AND WINDOW SCHEDULE W U 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch woods structural panel on the exterior the exterior STUD 2 - 16d COMMON O .C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges nand 12" o.c. in the field, and e field, and HEADER TO 16" O.C. FACE FIRE PROTECTION SEE FLOOR SEE FLOOR PLANS O 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d ccooler nails at 7" o.c, at panel i.c, at panel 76d COMMON SMOKE & C02 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 :nts specified HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAI 2D STICK FRAME CONSTRUCTION QI 0 in table 3.15a-b. PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK RESCHECK Q U 8). Wind load requirements shall be taken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: to appropriate BOTTOM PLATE TO: PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN FLOOR JOIST, BAND JOIST, 2 -16d COMMON FOOT SEE NOTE: 1,2 DESIGN CRITERIA FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of tablle 3.15a-b times the appropriate length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST 1). The General Contractor and Mason to review plans, elevations, details and notes to WINTER ICESHIELD FLOOD Q1 DECAY DESIGN UNDERLAYMENT HAZARDS determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY TEMP, REQUIRED Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when rased when LOAD (MPH) CATEGORY DEPTH 2). All footings to rest on undisturbed (virgin) soil, interior shearwalls are used. Sheathing and connections shall boe in accordance with with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO SLIGHT TO 11 NONE - 2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE TO HEAVY MODERATE MODERATE 3). Provide 1/2" expansion joint material between concrete slabs and abutting SILL, TOP PLATE OR GIRDER 4-Bd COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WINE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: accordance BRIDGING 2 - Bd COMMON EACH TOE NAIL SPACING NAIL SPACING P iR WIND LOADS: Header and/or girder connections shall be attached with uplifft connections in accordance 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 with table TO JOIST END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN T AIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING 2 - Bd COMMON EACH TO UPPORTS IN THE PANEL FIELD TO JOIST END 4' PERIMETER EDGE ZONE 8d COMMON C° 6" O.C Ed COMMA NAIL Ed COMMON p 6" O.C. SEE NOTES: 1,3 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.L. Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: :hed and BLOCKING TO: 3 -16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C Ed COMM( Ed COMMON p 12" O.C. SEE NOTES: 1 (BOTH FIELDS) NOTE: 2 FOR PANEL FIELD 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 fter-to-ridge SILL OR TOP PLATE BLOCK NAIL Bd COMMON @ 4" O.C. SEE NOTES: 1,3 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building. Connections to thie ridge and wall shall be be shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TIRUSS 8d COMMON @ 4" O.C Sd COMMA 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 -16d COMMON JOIST NAIL NOTES Bx16 cast iron foundation vent for every 150 sq. ft. of area. ES: JOIST ON LEDGER 3 PER TOE a 7). Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: J TO BEAM - 8d COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE (REFERRED TO IF MENTIONED IN SCHEDULE NOTES IEDULE NOTES ONLY. .~-I a F 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. lumber. BAND JOIST ; -16d COMMO PER END N a the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainlesst steel. TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet; of the perimeter edge of the roof, including 4 feet on udmg 4 feet on each side of the roof peak, BAND JOIST TO: 2 -16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. O .a 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. )red SILL OR TOP PLATE FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 72 inch o.c. nail spa[iing assumes sheathing attached to raker /truss framing nuts. H TH For framing members with <0.42CG<0.49, the nail spacing shall be reduced to 6 inches r / truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" tong anchor bolt with washers and nuts. Iced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of 2006 SEC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12"" thick concrete footing. JOINT DESCRIPTION NAIL • NAIL noting. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacimg assumes sheathing to raker /truss framing members lining members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x B" long anchor bolt with washers arnd nuts. Footings Shall be 3 ft. Shall be 3 ft. > 3 inches ox. below grade. Porches with covered roofs shall have 12" dia. acincrete piers for the girders. the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<01.49, the nail spacing shall be reduced to 3 inches ox. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAILSPACING AT INTERMEDIATE IMMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD \NEL FIELD 3). Floors, walls, ceilings and rafters to be spaced at 16 inches D.C. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. edger. JOINT DESCRIPTION NAIL N) otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING EDGE ZONE Bd COMMON @ 6" O.C 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) r`nn vC 12 O.C. NOTE: 2 FOR PANEL FIELD c in 4y^ where needed. GYPSUM Sd COOLERS 7" O.C. EDGE 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. WALLBOARD 10" O.C .FIELD INTERIOR ZONE Ed COMMON @ 6" O.C Bd COMMON @ 12" O.C. 12" O.C. SEE NOTE: 3 .2 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. w t openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: NOTES openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored e anchored JOINT DESCRIPTION QNAIL NAIL TY. SPACING THESE NOTES ARE ONLY TO BE: REFERRED TO IF MENTIONED IN SCHEDULE NOTE HEDULE NOTES ONLY. openings between 41 and 6'0 and 2x6 wall openings between 511 and 89. Provide fire to girder(s). and blocking where applicable. ical building. STRUCTURAL Ed COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feeet of the corners, the 4 foot edge zone attachment req attachment requirements shall CJ 8). Covered Roofs shall be assembled and anchored the same! manner as a typical building. 5). All flush beams/headers to be installed with heavy duty galvanized hangers and 1C PANELS WFCM - SBC be used. in anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSS 6d COMMON 3" O.C. EDGE i framing members with L w 3 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 peer N.Y.S. Residential dial PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spascing assumes sheathing attached to stud framing meml GYPSUM 7" O.C. EDGE G>0.49. For framing members wMh 0.42<G<, the nail spacings shall be reduced to 6 if reduced to 6 inches o.c. Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code, WALLBOARD 5d COOLERS 10" O.C . FIELD on plans. tit approval. 3). For exterior panel siding, galviinized box nails shall be permitted to be substituted fo e substituted for common nails. 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 t Health Department approval. FLOOR SHEATHING: NOTE: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, g related work, JOINT DESCRIPTION NAIL NAIL with the QTY SPACING CONTRACTOR TO PIROVIDE SOIL TEST TO VERIFY /ERIFY y with . B). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure thie structure. Verify with the EXISTING CONDITIOINS. MINIMUM 3000# CAPACITY cing permitted. STRUCTURAL PANELS " O.C. EDGE :APACITY. V u where applicable unless otherwise noted. state code and manufacture's recommendation for maximum I hole size and spacing permitted. 1" OR LESS 8d COMMO 612" O.C. FIELD 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM N O'TES 1) PROVIDES/8"TIYPE.X SHEETROCK FIRE STOPPING AT 10T MAXIMUM DISTANCES FOR JM D19ANCES FOR NON ACCESSIBLE AREAS. O OTECTIVE COATING FOR CONTACT WITH ACQ Q under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to roll applicable codes and safety es and safety NOTES. 2). USE SIMPSON NANGERS AND ANCHORS WITH zMAX TRIPPLE PROTECTIVE COATINC 3). INSTALL I . Cot! DEFECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. FLOOR. requirements. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the s with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing Section R602.8-FIREBLOCKCING REQUIRED and horizontal) ~ CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawiling and submit it to the General to the General nailed 6" on-center at the panel edge. If wall sheathing Floolocking shall be Poinkleed to cut off all concealed draft openings (both vertical and horizontal) is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire Ibarrier between stories, and between a top story and the roof space, cn the roo(space, V w Contractor and owner for final review and approval. shear capacities, nailing requirements for structural Fireblocksng shall be provldeed in wood-freme construction in the fallowing locations ns 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor members shall be doubled, or alternate connectors, 1). In concealed spaces of rtuud walls and partitions. Including furred spares, at the caiRng and floor :eding and floor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. levels Concealed horizontzal furred spaces shall also be fireblocksd a1 Intervals not exceeding ID feet. Batts or blankets of mineral or glass Rber shall be allowed as Rreblocking In walls constructed it exceeding ID walls constructed 1). All electrical to be installed as per N.Y.S. Residential Consttruction Code. using parallel rows of studs or staggered studs. 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected concealed vertical and horizontal spaces such as occur at soffits. s occur at soffits. 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. members,the tabulated number of nails shall be permitted drop nsilingiv-dotuaceffilri,P. P drop ceilingi ngs end wue cell!Jngs to have regular 1/2" sheetrock. All walls to be taped and finished. section R317 to be reduced tot - 16d nail per foot. 3). In concealed spaces betwosen with stmt stringers at the top and bottom of the run. Endured spaces ¢Imed spaces 3). Install Smoke detectors and Carbon Monoxide detectors tthroughout as per section R317 under stairs shall comply ply vwith Section 11314. B. N.Y.S. Residential Code 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or of N.Y.S. Residential Construction Code. 4). At openings around vents, pipes and duds at telling and floor level, to redst the free passage of e free passage of approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM flame and products of combustion f a# DRAWN: MH/MS {nary k~ ry"$g SCALE, NTS torch down type material over. 5). For the firebiockmg of chmm.eys and fireplaces, refer to Secllon RI D01.16. N.Y.S. Residential Code S. Residentlel Code ~A- 30114 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to D a• Apnl 12,2010 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. SHEET NUM11LR', PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELDC S, 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 RESPONSII SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS `I...s a' A-16 d 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTEDTO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES I FOR DELIVERY OF EQUIPMENT AND MAT EPMENT 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 RED REVISIONS. REVIEW SET 12/15/2009 BIDSET 12/17/2009 PERMITSET 04112/2009 1/2°x1-7/8" COL. STOP 11/16" FLAT STOOL W/ OGEE EDGE 11/16"X5-1/4" SPRUNG CROWN 4-9/16" CROWN-0 12" 11/16"X1-1/8" COVE 1/2"Xl-7/8'_~ 3/4" THICK BIRCH COL. STOP SHELVING 9/16"X3-1/2" ElE CASIN 2ND. FLOOR CEILING TRIM 1ST. FLOOR CEILING TRIM WINDOW STOOL WITH APRON 1/4"X3/4" BEADED SHELF EDGING 15/16"X2-1/4" WAINSCOAT CAP 1X4 BEADED EDGE.- 1X3 BIRCH CLEAT POPLAR TRIM (SIDES & BACK) 82" TO TOP OF 1-1/8" BACK BAND FINISHED FLOOR 11/16X1-3/8" BASE CAP? INTERIOR CASING 1/2" THICK MDF PANELS 11/16X1-3/ BEADING @ 2-1/2" OC 1X6 S4S 16" rrW^ V~ !"X3/4" FLOOR MOLDING zx corvn uous 2X6 CONTINUOUS NAILER 5/4" CONTINUOUS 3/4" THICK BIRCH 1/2"X3/4" FLOOF FURRING STRIP SHELVING BASE TRIM NAILER CEILING CEILING O WAINSCOTTING 5-1/4" SPRUNG CROWN z 1/4X3/4" BEADED 3/4" Q o W 1-5/8" DIA SHELF EDGING INTERIOR . RI O R TRIM CON SUPPORT STRIPS S-1/4" SPRUNG CROWN v1 a FIR POLE (USE MOF MATERIAL WHERE IF MATERIAL WHERE APPLICABLE) ` 1X SIDE TRIM W/ 3/8" BEAD 3/4" CONTINUOUS PLYWOOD I NTE IX BOTTOM TRIM P3,1/21' ~IX SIDE TRIM W/ 3/8" BEAD & CHAMFER. 1X BOTTOM TRIM SUPPORT STRIPS INTERIOR DOOR o & CHAMFER. INSTALL WITH A 3/0" REVEAL 1X3 BIRCH CLEAT INSTALL WITH A 3/8" REVEAL BELOW BOTTOM TRIM BELOW BOTTOM TRIM TRUSTILE T5000 SOLID-CORE (SIDES & BACK) DOOR w l PRIMED JAMB 66" TO TOP OF NOTE: 1). TRIM WORK TO BE POPLAR IF PAINTED FINISHED FLOOR TYPICAL CLOSET SHELVING WAL & CHERRY IF STAINED. COFFERED CEILING DETAIL 2). DO NOT SPLICE. 3). TRIM TO ®E NAILED EVERY 16 INCHES WITH 16-GAUGES FINISH NAILS. NAIL HOLES TO FILLED INI WITH SOFT, RUB-IN-TYPE PUTTY. 4). MITER COIRNERS. GLUE AND FASTEN CORNER JOINTS WITH FINISH NAILS. GYPSUM DRYWALL NOTES: PAINTING NOTES: INTERIOR TRIM NOTES: Cy QUALITY ASSURANCE: EXECUTION: APPLICATION CONTINUEID: QU, QUALITY ASSURANCE: Ili F QUALITY ASSURANCE: JOINT TREATMENT MATERIALS: JOINT SYSTEM: I 1). INSTALLATION AND APPLICATION OF MATERIALS SHALL BE IN ACCORDANCE WITH 1). JOINT TAPE: 1). TAPPING AND FINISHING JOINTS: A A. BENCHMARK SAMPLES (MOCUPS): PROVIDE A FULL-COAT BENCHMARK SAMPLE FOR A). EXAMINE SUBSTRATE, AREAS AND CONDITIONS, WITH APPLICATOR PRESENT, FOR G). SAND LIGHTLY BETWEENI EACH SUCCEEDING ENAMEL OR VARNISH COAT. 1). C 1). COMPLY WITH WORKMANSHIP AND FINISH STANDARD REQUIREMENTS OF THE r a AWI (AMERICAN WOODWORKERS INSTITUTE) QUALITY GRADE SPECIFIED. LTA a L) UNITED STATES GYPSUM CONSTRUCTION HANDBOOK (LATEST EDITION). a). ASTM C475 a). TAPPING OR EMBEDDING JOINTS: b), CROSS LAMINATED, TAPERED EDGE, REINFORCED PAPER, OR FIBER GLASS 1). APPLY COMPOUND IN THIN UNIFORM LAYER TO ALL JOINTS AND ANGLES EACH TYPE OF COATING AND SUBSTRATE REQUIRED, COMPLY WITH PROCEDURES COMPLIANCE WITH REQUIREMENTS FOR PAINT APPLICATION. COMPLY WITH P TS AND ANGLES IN PDCA (PAINTING AND DECORATING CONTRACTORS OF AMERICA). PROCEDURES SPECIFIED IN PDCA P4. H). SCHEDULING PAINTING: iAPPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, API CLEANED, APPLICATION: 2). COMPLY WITH FIRE RESISTANCE RATINGS AS INDICATED AND AS REQUIRED BY MESH TAPE RECOMMENDED BY THE MANUFACTURER. TO BE REINFORCED. 1). WALL SURFACES: PROVIDE SAMPLES ON AT LEAST 100 SQ. FT. 1). PROCEED WITH PAINT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS PRETREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER I). II :ABLE AFTER 1). INSTALL THE WORK PLUMB, LEVEL, AND FREE OF DISTORTION, SHIM WHERE GOVERNING AUTHORITIES AND CODES. 2). APPLY REINFORCING TAPE IMMEDIATELY. 2). ]DINT COMPOUND: 3). CENTER TAPE OVER JOINT, AND SEIAL TAPE INTO COMPOUND. 2). SMALL AREAS AND ITEMS: ARCHITECT OR HOMEOWNER WILL DESIGNATE HAVE BEEN CORRECTED AND SURFACES RECEIVING PAINT ARE THOROUGHLY DRY. PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. R IND. ITEMS OR AREA REQUIRED. 2). START OF PAINTING WILL BE CONSTRUED AS APPLICATORS ACCEPTANCE OF I), OMIT PRIMER OVER METAL SURFACES THAT HAVE BEEN SHOP PRIMED AND TOUCH UP )TOUCH UP REQUIRED, WITH CONCEALED SHIMS. ~y a 3). PROVIDE MATERIALS, ACCESSORIES AND APPLICATION PROCEDURES WHICH HAVE a), ASTM 0475 4). LEAVE APPROXIMATELY 1/64 in. TO 1/32 in. COMPOUND UNDER TAPE TO NDER TAPE TO a), OBTAIN OWNERS APPROVAL OF SHEEN FINISH FROM BENCHMARK SAMPLES, SURFACES AND CONDITIONS WITHIN A PARTICULAR AREA. PAINTED 2). C 2). CUT MATERIAL TO FIT UNLESS SPECIFIED TO BE SHOP-FABRICATED, OR SHOP- COAT OF CUT TO EXACT SIZE. SCRIBED AND CUT FOR ACCURATE FIT WHERE WORK ABUTS BEEN LISTED BY UL OR TESTED ACCORDING TO ASTM C 119 FOR TYPE OF b). READY-MIXED JOINT COMPOUND. PROVIDE BOND. I CONSTRUCTION INDICATED. c), ALL PURPOSE JOINT COMPOUND. 5). APPLY SKIM COAT IMMEDIATELY FOLLOWING TAPE EMBEDMENT BUT NOT A PRO]EGT CONDITIONS: 2). IF UNDERCOATS, STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF C JMENT BUT NOT A. STORE MATERIALS NOT IN USE IN TIGHTLY COVERED CONTAINERS IN A WELL- B). COORDINATION OF WORK: PAINT, APPLY ADDITIONAL COATS UNTIL PAINT FILM IS OF UNIFORM FINISH, COLOR C SH, COLOR OTHER FINISH WORK. DRILL PILOT HOLES AT CORNERS BEFORE MAILING CUTOUTS. O QUALIFICATIONS OF INSTALLERS: INSPECTION: TO FUNCTION AS FILL OR SECOND iCOAT, VENTILATED AREA AT A MINIMUM AMBIENT TEMPERATURE OF 45 deg. F. MAINTAIN 1J, COREVIEW MPATIBILITY OTHER SECTIONS IN WHICH PRIMERS ARE PROVIDED ENSURE AND APPEARANCE. GLE. STORAGE CONTAINERS IN A CLEAN CONDITION, FREE OF FOREIGN MATERIALS COMPATIBILTV OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES, ON REQUEST, 3). C 3). DISTRIBUTE DEFECTS TO THE GREATEST APPEARANCE ADVANTAGE POSSIBLE. ra 1). USE ONLY SKILLED AND EXPERIENCED GYPSUM DRYWALL INSTALLERS FOR LAYING A)~ CHECK FRAMING FOR ACCURATE SPACING AND ALIGNMENT TO PRODUCE SURFACES 6). FOLD TAPE AND EMBED IN ANGLES TO PROVIDE TRUE ANGLE. :OAT. AND RESIDUE. FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO ENSURE I), APPLICATION PROCEDURES: APPLY PAINTS AND COATINGS BY BRUSH, ROLLER, SPRAY EXI USE OF COMPATIBLE PRIMERS OR OTHER APPLICATORS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 1). T R, SPRAY EXECUTION: iGT10N5. 1). TRIM AND MOLDINGS: INSTALL IN SINGLE, UN30INTED LENGTHS AT OPENINGS AND UP THE GYPSUM BOARD, FASTENING, TAPPING ADD FASTENING. WITHIN SPECIFIED TOLERANCES. DRY EMBEDDING COAT PRIOR TO AIPPLICATION OR FILL COAT. b). FILLING: FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE, FOR LONG RUNS, 2). HELPERS AND APPRENTICES USED FOR SUCH WORK SHALL BE UNDER FULL AND B). VERIFY THAT SPACING OF INSTALLED FRAMING DOES NOT EXCEED MAXIMUM 1). APPLY JOINT COMPOUND OVER EMBEDDING COAT, g B. APPLY WATERBORNE PAINTS ONLY WHEN TEMPERATURES OF SURFACES TO BE C). NOTIFY ARCHITECT ABOUT ANTICIPATED PROBLEMS WHEN USING THE MATERIALS J). MINIMUM COATING THICKNESS: APPLY PAINT MATERIALS NO THINNER THAN L PAINTED AND SURROUNDING AIR ARE BETWEEN 50 AND g0 deg. F. SPECIFIED OVER SUBSTRATES PRIMED BY OTHERS. MANUFACTURER'S RECOMMENDED SPREADING RATE. PROVIDE TOTAL DRY FILM P USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT RUN. STAGGER ]DINTS IN ADJACENT MEMBERS. COPE MOLDING AT RETURNS. MITER CONSTANT SUPERVISION AT ALL TIMES BY THOROUGHLY SKILLED GYPSUM ALLOWABLE FOR THICKNESS OF DRYWALL TO BE USED. a). FILL TAPER FLUSH WITH SURFACE. DRYWALL INSTALLERS. b). APPLY FILL COAT TO COVER TAPE. S JOINT C APPLY SOLVENT-THINNED PAINTS ONLY WHEN TEMPERATURES OF SURFACES TO APPLICATION: THICKNESS OF THE ENTIRE SYSTEM AS RECOMMENDED BY MANUFACTURE. A ALL CORNERS. 0. VERIFY THAT FRAMES ARE SET FOR THICKNESS OF DRYWALL INDICATED, c), FEATHER OUT FILL COAT BEYOND TAPE AND PREVIOUS JOINT C 3). IN THE ACCEPTANCE OR REJECTION OF INSTALLED DRYWALL, NO ALLOWANCES COMPOUND LINE. BE PAINTED AND SURROUNDING AIR ARE BETWEEN 45 AND 95 deg F. A). COMPLY WITH PRODUCERS SPECIFIED IN PDCA P4 FOR INSPECTION AND ACCEPTANCE OF SURFACES TO BE PAINTED. K). MECHANICAL AND ELECTRICAL WORK: PAINTING OF MECHANICAL AND ELECTRICAL 2). A fRICAL 2), ATTACH THE WORK SECURELY IN PLACE, WILL BE MADE FOR LACK OF SKILL ON PART OF THE INSTALLERS. D). DO NOT PROCEED WITH INSTALLATION OF DRYWALL UNTIL DEFICIENCIES ARE 2). 301WS WITH NO TAPER. 'E D). DO NOT APPLY PAINT IN SNOW, RAIN, FOG OR MIST; OR WHEN RELATIVE WORK IS LIMITED TO ITEMS EXPOSED IN EQUIPMENT ROOMS AND OCCUPIED SPACES. a] SPACES. a). NAILING: BLIND NAIL WHERE POSSIBLE. USE FINISH NAILS WHERE EXPOSED, SET CORRECTED AND SURFACES TO RECEIVE DRYWALL ARE ACCEPTABLE. a), FEATHER OUT AT LEAST 4 Ln. DIN EITHER SIDE OF TAPE. C . THE THE MANUFACTURERS CTU RECOMMENDATION: b). DO NOT APPLY FILL COAT ON INTERIOR ANGLES. HUMIDITY EXCEEDS 85 PERCENT; OR AT TEMPERATURES LESS THAN 5 deg. F. B). COORDINATION OF WORK: REVIEW OTHER SECTION IN WHICH PRIMERS ARE PROVIDED VISHED COAT. ABOVE THE DEW POINT; OR DAMP OR WET SURFACES. TO ENSURE COMPATIBILITY THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES. ON Q. BLOCK FILLERS: APPLY BLOOC FILLERS TO CONCRETE MASONRY BLOCK AT A RATE NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECENE RATE NATURAL FINISH (IF ANY). 1)J. RRECOMMENDED METHODS OF INSTALLATION, WHEN Q. PROTRUSION OF FRAMING. TESTED FRAMING MEMBERS, OR UNALIGNED MEMBERS 37, ALLOW FILL COAT TO DRY PRIO0.Tfo APPLICATION of FINISHED COAT. APPROVED OVED B E ARCHITECT, SHALL BE E THE BASIS FOR ACCEPTANCE OR MUST BE REPAIRED BEFORE INSTALLATION OF DRYWALL 15 STARTED. c). FINISHING: MANUFACTURERS: REQUEST, FURNISH INFORMATION CHARACTERISTICS OF FINISH MATERIALS TO TO ENSURE COMPLETE COVERAGE WITH PORES FILLED. b). ANCHORING: SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH 15 BUILT- c aFiorrtnN nTH THE AFT.IAL INSTALLATION METHODS USED D IN IN THIS WORK 1). SPREAD JOINT COMPOUND EVENLY OVER AND BEYOND FILL COAT ON I ILL COAT ON A. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCT ENSURE USE OF COMPATIBLE PRIMERS. INTO OR DIRECTLY ATTACHED TO SUBSTRATES. H a, ALLOWABLE TOLERANCES: INSTALLATION: ALLJOINTS. A. GENERAL: LISTED BELOW, I C). REMOVE HARDWARE AND HARDWARE ACCESSORIES, PLATES, MACHINED SURFACES, AS RECOMMENDED BY MANUFACTURER, TO MATERIAL THAT IS REQUIRED TO BE 3). C L BE 3). CASEWORK: INSTALL WORK IN A MANNER CONSISTENT WITH THE AWL QUALITY M G 1). 1/B In. IN a ft, MAXIMUM VARIATION FROM PLUMB OR LEVEL IN ANY EXPOSED 1). INSTALL ALL PANELS PLUMB, LEVEL AND WITH ALL VERTICAL JOINTS ON BEARING, a), FEATHER SMOOTH UNIFORM( FINISH. 'E AND TAPPING LIGHTING FIXTURES AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT PAINTED. PAINTED OR FINISHED AIND THAT HAS NOT BEEN PRIME COATED BY OTHERS. C B). M NAME: IF REMOVAL 15 IMPRACTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF RECOAT PRIMED AND SEALED SURFACES WHERE EVIDENCE OF SUCTION SPOTS OR GRADE SPECIFIED. OR SURFACE. b). APPLY FINISH COAT TO TAPED (ANGLES TO [OVER TAPE AND TAPPING LINE T 2). USE PANELS OF MAXIMUM SIZE LENGTHS PRACTICAL TO MINIMIZE BUTT ]DINTS COMPOUND. 1). . BENJAMIN N MO ORE & CO, (BENJAMIN MOOREj a EFFACE READY PAINT MATERIALS, GENERAL: THE ITEM, PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION UNSEALED AREAS IN FIRST COAT APPEARS, TO ENSURE A FINISH COAT WITH NO NOR a). SECURE CASEWORK TO GROUNDS, STRIPPING, OR BLOCKING WITH COUMERSUN CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID W rn m o 2), CONTRACTOR SHALL TAKE IMO ACCOUNT THE TOLERANCE ALLOWED IN THE a). WHERE UNAVOIDABLE, LOCATE END BUTT JOINTS AS FAR FROM CENTER OF 2). SAND FINAL LNOAPPLICATION OF COMIPOUND TO PROVIDE SURFACE READY A. MATERIAL COMPATIBILITY: PROVIDE BLOCK FILLERS, PRIMERS AND FINISH-COAT AND PAIRING, BURN-THROUGH OR R OTHER DEFECTS DUE TO INSUFFICIENT SEALING. INSTALLATION, SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. SUBSTRUCTURE TO WHICH HE 15 TO ATTACH THE FURRING, STUDS AND GYPSUM WALLS OR CEILING AS POSSIBLE AND STAGGER IN ALTERNATIVE COURSES.. FOR DECORATION. p BOARD TO COMPLY WITH THE TOLERANCES REQUIRED IN THIS SECTION. 3), FILLING AND FINISHING DEPRESSRONS: MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH THE SUBSTRATES Q. AFTER COMPLETING PAINTING OPERATIONS EACH SPACE AREA, REINSTALL b IU DEPRESSION. INDICATED UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED ITEMS REMOVED USING WORKERS SKILLED IN N THE TRADES INVOLVED. N). PIGMENTED (OPAQUE) FUNISHES: COMPLETELY COVER SURFACES AS NECESSARY ARYTO b). ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. PRODUCT DELIVERY, STORAGE AND HANDLING: 3). INSTALL GYPSUM DRYWALL PANEL WITH FACE SIDE OUT, a). APPLY ]TINT COMPOUND AS FIRST COAT TO FASTENER DEPRESSION, b). APPLY AT LEAST TWO ADDITIOUNAL COATS OF COMPOUND AFTER E 4), p IUND AFTER BY MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE PROVIDE A SMOOTH, OPAQUE SURFACE UNIFORM FINISH, COLOR, APPEARANCE RANCE 4), PLASTIC LAMINATED FINISH WORK (WHERE APPLICABLE): b m N tUNS, .).COORDINATE AND VERIFY SIZES AND LOCATIONS OF OPENINGS FOR FIXTURES A). DELIVERY AND HANDLING: a). DO NOT INSTALL IMPERFECT, DAMAGED, DAMP OR WET PANELS. FIRST COAT I5 DRY. 1). . DELIVER MATERIALS TO THE PROJECT SITE WITH MANUFACTURER'S LABEL b). BUTT PANELS TOGETHER FOR LIGHT CONTACT AT EDGES OR ENDS WITH NOT c). LEAVE FILLED AND FINISHED DEPRESSIONS LEVEL WITH PLANE OF 0), SURFACE PREPARATION: CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING AND COVERAGE. CLOUDINESS, SPOTTING, , HOLIDAYS, LAPS, BRUSH MARKS, RUNS, a TH PLANE OF B, MATERIAL QUALITY: PROVIDE MANUFACTURER'S BEST-QUALITY PAINT MATERIAL OF TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE SAGS, ROPINESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. 4BLE. WITH ACTUAL FIXTURE SUES. FORM INSIDE CORNERS TO A RADIUS OF NOT LESS C OD 'F INTACT AND LEGIBLE. MORE THAN 1/161n. OPEN SPACE BETWEEN PANELS. SURFACE. F VARIOUS COATING TYPES SPECIFIED THAT ARE FACTORY FORMULATED AND CONDITION AND AS SPECIFIED, THAN 1/B". ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF °N SS- CRACKS. n 2). HANDLE MATERIALS WITH CARE TO PREVENT DAMAGE, c). DO NOT FORCE INTO PLACE. 4). FINISH BEADS AND TRIM: RECOMMENDED BY MANUFACTURER FOR APPLICATION INDICATED. PAINT-MATERIAL 1). PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPRIME. 0). TRANSPARENT (CLEAR) FINISHES, USE MULTIPLE COATS TO PRODUCE A GLASS- RUNS CLOTHING CLOSETS: B), STORAGE: 4). LOCATE EDGES OR END JOINTS OVER SUPPORTS EXCEPT IN HORIZONTAL a). FIRST FULL COAT, DISPLAYING MANUFACTURER'S PRODUCT IDENTIFICATION WILL 2), CEMENTITIOUS MATERIALS: REMOVE EFFLORESCENT, CHALK, DIRT, GREASE, OILS AND SMOOTH SURFACE FILM OF EVEN LUSTER, PROVIDE A FINISH FREE OF LAPS, RUNS, CLI CONTAINERS AINERS NOT ACCEPTABLE. RELEASE AGENTS. ROUGHEN AS REQUIRED RO REMOVE GLAZE. IF HARDENERS OR CLOUDINESS, COLOR IRREGULARITY, BRUSH MARKS, ORANGE PEEL, NAIL HOLES OR 1) ]LES CI R 1). SHELVING: m 1). STORE MATERIALS INSIDE UNDER COVER, STACK FLAT, OFF FLOOR. APPLICATIONS OR WHERE INTERMEDIATE SUPPORTS OR GYPSUM BOARD BACK- 1). APPLY JOINT COMPOUND TO IBEAD AND TRIM. 2). STACK WALLBOARD 50 THAT LONG LENGTHS ARE NOT OVER SHORT BLOCKING IS PROVIDED BEHIND END JOINTS. 2). FEATHER OUT FROM GROUND) TO PLANE OF THE SURFACE. RFACE. SEALERS HAVE BEEN USED TO IMPROVE CURING, USE MECHANICAL METHODS OF OTHER SURFACE IMPERFECTIONS. 1 ID FILL COAT, C. COLORS: MATCH COLORS AS SELECTED BY THE OWNER FROM MANUFACTURE'S SURFACE PREPARATION. P), STIPPLE ENAMEL FINISH:: ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE 2 1). SHELVES TO BE 3/4" THICK, QUALITY GRADE, BIRCH VENEER-CORE PLYWOOD. w"w FINE 2), PROVIDE TWO SHELVES PER CLOSET, G LENGTHS. a). POSITION PANELS AO THAT TAPERED EDGE JOINTS ABUT, AND MILL-CUT OR 3). DRY COMPOUND PRIOR TO APPPICAT[ON OR SECOND FILL COAL C 3). AVOID OVERLOADING FLOOR SYSTEM. HELD-CUT END JOINTS ABUT. b). SECOND FILL COAT: RANGE. 3), WOOD: CLEAN SURFACES OF DIRT, OIL AND OTHER FOREIGN SUBSTANCES WITH TEXTURE. LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS, IRREGULARITY IN 3~ H 3). LOWER SHELF: 16" DEEP. 4), UPPER SHELF: lY' DEEP. fti 4). STORE ADHESIVES IN DRY AREA, PROVIDE PROTECTION AGAINST FREEZING b). DO NOT PLACE TAPERED EDGES AGAINST CUT EDGES OR ENDS, 1). APPLY JOIFIT COMPOUND IN SAME MANNER AS FIRST FILL OAT. 2), EXTEND BEYOND FIRST COAlr ONTO FACE WALLBOARDS ST FILL COAT. FULL SCRAPERS, MINERAL SPIRITS AND SANDPAPER, AS REQUIRED. SAND SURFACED TEXTURES, SKID MARKS„ OR OTHER SURFACE IMPERFECTIONS. 4, BOARDS. PREPARATORY COATS: EXPOSED TO VIEW SMOOTH AND DUST OFF. CLEANING AND PROTECRING: A. EXTERIOR PRIMER: EXTERIOR ALKYD OR LATEX-BASED PRIMER OR FINISH COAT a), SCRAPE AND CLAD SMALL, DRY, SEASONED KNOTS, AND APPLY A THIN COAT A). AT THE END OF EACH WORKDAY, REMOVE EMPTY CANS, RAGS, RUBBISH AND OTHER (OTHER Z). SUPPORTS: AT ALL TIMES. c). STAGGER VERTICAL JOINTS OVER DIFFERENT STUDS ON OPPOSITE SIDES OF 3). DRY COMPOUND PRIOR TO APPLICATION OFFFINISHED COAT. / 305 CONDITIONS: PARTITION WALLS. c). FINISH COAT, HED COAT. MANUFACTURER AND RECOMMENDED IN WRITTING BY MANUFACTURER FOR USE 2)' S 1). M3 BIRCH CLEATS AND BACK SUPPORT. A). ENVIRONMENTAL CONDITIONS: 1). APPLY JOINT COMPOUND T01 BEAD AND TRIM. WITH FINISH COAT AND ON SUBSTRATE INDICATED. OF WHITE SHELLAC OTHER RECOMMENDED KNOT SEALER BEFORE APPLYING DISCARDED PAINT MATERIALS FROM PROJECT SITE. I PRIMER, AFTER PRIMING, FILL HOLES AND IMPERFECTIONS IN FINISH SURFACES - 1). FERROUS-METAI_ AND ALUMINUM IRATE SUBSTRATES: METAL H METAL PRIMER. WITH PUTTY OR PLASTIC WOOD FILLER. . SAND SMOOTH WHEN DRIED. B), PROTECT WORK OF TRADES, WHETHER BEING PAINTED OR NOT, AGAINST DAMAGE AMAGE 2). WOOD POLE DOCKETS 1). TEMPERATURE: 5). PROVIDE ADDITIONAL FRAMING AND BLOCKING AS REQUIRED TO SUPPORT 2). EXTEND BEYOND SECOND FALL COAT, a). DURING COLD WEATHER, IN AREAS RECEIVING WALLBOARD INSTALLATION, GYPSUM DRYWALL AT OPENINGS AND CUTOUTS, 3). FEATHER FINISH COAT FROM GROUND TO PLANE OF SURFACE. TAL PRIMER, RIMER, b), PRIME, STAIN, OR SEAL WOOD TO BE PAINTED IMMEDIATELY ON O. FROM PAINTING. CORRECT DAMAGE BY CLEANING, REPAIRING OR REPLACING AND - A SURFACE. 2) ZINC-COATED . ANN METAL SUBSTRATES: GALVANIZED ME 3). PROVIDE ADDITIONAL SUPPORT BRACKETS FOR SHELVING AND CLOSET POLES G AND FOR SPANS EXCEEDING 4'-B" In MAINTAIN TEMPERATURE RANGE BETWEEN 55 DEGREES F. TT 20 DEGREES F. q), SAND FINISH COAT TO PROVIIDE FLAT SURFACE READY FOR AOV FOR 3). WHERE WHERE MANUFACTURE DOES NOT RECOMMEND ND A SEPARATE PRIMER PRIME EDGES ENDS, FACES, UNDERSIDES, AND BACK SIDES OF WOOD, OD, INCLUDING REPAINTING AS APPROVED VffD BY ARCHITECT AND OWNER. FORMULATION ON SUBSTRATE INDICATED, USE PAINT SPECIFIED FOR FINISH C A COUNTERS, CASES AND PANELING. CLI CLEANING: FOR 24 HOURS BEFORE, DURING AND AFTER GYPSUM WALLBOARD AND 6). ACCURATELY MEASURE AND PRECUT GYPSUM DRYWALL UNITS PRIOR TO DECORATION. JOINT TREATMENT APPLICATION. INSTALLATION. COAT. T). IF TRANSPARENT FINISH REQUIRED, BACKPRIME WITH SPAR VARNISH. C), PROVIDE I WET PAINT" SIGNS PROTECT NEWLY PAINTED FINISHES, AFTER i)' R 1). CLEAN EXPOSED SURFACES OF PREFINSHEO WORK. \Ty1~ aJ. MAKE ALL CUTS FROM FACE SIDE BY SCORING AND SNAPPING AWAY FROM ADIUST AND CLEAN: LATEX-BASED OR ALKYD PRIMER OF FINISH COAT d). OR OTHER PANELING ON INTERIOR ERIOR OCCURS ON MASONRY, PILASTER, COMPLETING PAINTING OPERATIONS, REMOVE 1 EMPORARY PROTECTIVE WRAPPINGS PR 'APPINGS PROTECTION: u 2). VENTILATION: FACE SIDE OR BY SAWING. A, SCREW POP. 1 SCREW POP AND NEW 54CREW APPROXIMATELY 1-1/2 In, FROM a). PROVIDE VENTILATION DURING AND FOLLOWING ADHESIVES AND JOINT b). COMPLETELY CUT PAPER ON BACK FACE DO NOT BREAK PAPER BY TEARING. 1). REPAIR SCREW POP BY T SCREW. DRIVING SCRE / 1-1/2 In, FROM B. INTERIOR HER WET WALL CONSTRUCTION RTN OCCURS ON THE BACKSIDE. PROVIDED BY OTHERS TIE PROTECT THEIR WORK, MANUFACTURER PRIMER: AND INTERIOR RECOMMENDED IN WRITTING BY MANUFACTURE FOR USE WITH e), SEAL TOPS, BOTTOMS AND CUTOUTS OF UNPRIMED WOOD DOORS WITH A HEAVY 3). AFTER WORK OF OTHER TRADES TRADES IS COMPLETE, TOUCH UP AND RESTORE XIMATELY 1-1(21n FINISH FERROUS COAT AND ON ON SUBSTRATE SUBSTRATES: QUICK INDICATED. DRYING, RUST-INHIBITIVE METAL PRIMER COAT OF VARNISH OR SEALER IMMEDIATELY ELY ON ON DELIVERY, DAMAGED OR DEFACED PAINTED SURFACES. COMPLY WITH PROCEDURES 1). PROTECT INSTALLED WORK FROM DAMAGE BY WORK OF OTHER TRADES. MAINTAIN O TEMPERATURE AND HUMIDITY REQUIREMENTS DURING CONSTRUCTION PERIOD IN LID TREATMENT APPLICATIONS. c). MAINTAIN CLOSE TOLERANCES FOR ACCURATE FIT AT JOINTS BETWEEN WHEN FACE PAPER IS SEPUNCTURED, b). USE TEMPORARY AIR CIRCULATORS IN ENCLOSED AREAS LACKING NATURAL SHEETS AND AT FRAMED OPENINGS AND TO ALLOW FOR COVERING OF 2). WHEN FACE PAP DUVE NEW SCREW APPROXIMATELY 1-1/21n INTERIOR INSTALLATION AREAS. Q' VENTILATION. EDGES OF CUTOUTS WITH PLATES AND ESCUTCHEONS. FROM DEFECTIVE FASTENING G AND REMOVE DEFECTIVE FASTENING. LINGNG. . 1). ZINC-COATED METAL SUBSTRATES: GALVANIZED METAL PRIMER. 4), FERROUS METALS: CLEAN UNGALVANIZED FERROUS METAL SURFACES THAT HAVE NOT SPECIFIED 2), . MANUFACTURER DOES NOT RECOMMEND A SEPARATE PRIMER BEEN SHOP COATED; REMOVE VE GREASE, , DIRT, LOOSE MILL SCALE, AND OTHER FOREIGN INTERIOR PAINT T SCC HE IUE: LLS)): 46 c). UNDER SLOW DRYING CONDITIONS, ALLOW ADDITIONAL TIME BETWEEN d). CUT EDGES SMOOTH AS REQUIRED FOR NEAT AND ACCURATE FIT, 3). FILL DAMAGED SURFACE WITH COMPOWND. COATS OF JOINT TREATMENT. B). RIDGING: 3) WHERE FORMULATION ON SUBSTRATE INDICATED, USE PAINT SPECIFIED FOR FINISH SUBSTANCES, USE SOLVENT MECHANICAL CLEANING METHODS THAT COMPLY WITH A). GYPSUM BOARD (WALLS)): GEM'S (THE SOCIETY FOR PROTECTIVE COATINGS) NGS) RECOMMENDATION. I). ACRYLIC FINISH COATIS OVER A PRIMER, u [-r d). PROTECT INSTALLED MATERIALS FROM DRAFTS DURING HOT, DRY WEATHER. 2), ALL SCREWS SHALL BE POWER-DRIVEN WITH AN ELECTRIC SCREW DRIVER. 1). DO NOT REPAIR UNTIL CONDITION HNS FULLY DEVELOPED, COAT, a)). . TOUCH UP BARE AREAS AND SHOP-APPLIED PRIME COATS THAT HAVE BEEN a), PRIMER: INTERIOR GYPSUM BOARS PRIMER, a). SET SCREW SO THAT HEAD PROVIDES A SLIGHT DEPRESSION BELOW a). APPROXIMATELY SIX MONTHS AFTER INSTALLATION OR ONE HEATING 3), PROTECTION'. SURFACE OF DRYWALL WITHOUT TEARING FACE OF PAPER. SEASON. ,ME HEATING INTERIOR FINISH COATS: DAMAGED. WIRE-BRUSH, CLEAN WITH SOLVENTS RECOMMENDED BY PAINT H). FINISH COATS: S: INTERIOR LOW-LUSTER ACRYLIC ENAMEL A. ALL INTERIOR PAINTS: MANUFACTURER, AND TOUCH WITH SAME PRIMER AS THE SHOP COAT. cL1Ery"IE~~~~1 a). PROTECT ADJACENT SURFACES AGAINST DAMAGE AND STAINS. 2). SAND RIDGES TO REINFORCING TAPE WITHOUT CUTTING THROUGH TAPE. TROUGH TAPE. I), BENJAMIN D MOORE STAI 5). GALVANIZED SURFACES: CLEAN GALVANIZED SURFACER WITH NONPETROUEUM-BASED B), GYPSUM BOARD WfO): MATERIALS: 8). CAULK THE PERIMETER OF ALL FACE LAYERS (HEAD AND SILL). 3). FILL CONCAVE AREAS ON BOTH SIDES: OF RIDGE WITH TOPPING 1). GYPSUM WALL BOARD: OVER FRAMING: COMPOUND. LNG INTERIOR WOOD STAINS AND VARNISHES: SOLVENTS SO SURFACE IS FREE OF OIL AND SURFACE CONTAMINATES. . REMOVE 1). ACRYLIC FINISH: : TWO FINISH COATS ROVER A IMER PRIMER. I). BEND A. CPEN.GRX[N WOOD FILLER: PRETREATMENT FROM GALVANIZED SHEET METAL FABRICATED FROM COIL STOCK BY a). PRIMER: INTERICIR ALKYD WOOD PRIMER FOR ACRYLIC-ENAMEL AND SEMI- SEMI- U y a). REGULAR BOARD: 1). SINGLE LAYER - CEILINGS: 4). FILL CRACKS V41TH COMPOUND AND HINISH SMOOTH AND FLUSH. LUSH. 1). BENJAMIN MOOSE MECHANICAL METHODS. GLOSS ENiA WAMEL FINISHES, 2), MINWAx 6). FINISH COATS; COATS: INTTERIOR SEMIGLOSS ALKYD ENAMEL. 1). ASTM 06 a). APPLY WALLBOARD WITH LONG DIMENSION AT RIGHT ANGLES TO FRAMING. CLEANING UP: 2). THICKNESS: 1/21n. b), BACK BLOCK ENDS AND EDGES OF WALLBOARD. A. DO NOT ALLOW THE ACCUMULATION OF SCRAPS AND DEBRIS ARISING FROM WORK [SING FROM WORK B. INTERIOR WOOD STAINS: ALKYD BASED, Q. MATERIAL PREPARATION: 3). EDGES: TAPERED. OF THIS SECTION BUT MAINTAIN THE PREMISES IN A NEAT AND ORDERED ORDERED L). BENJAMIN MOORE 1). MAINTAIN CONTAINERS USED IN MIXING AND APPLYING PAINT IN A CLEAN CONDITION, C). FERROUS METAL: b). MOISTURE-RESISTANT BOARD: 2). SINGLE LAYER- WALLS: CONDITION AT ALL TIMES 1). ASTM C630 a). APPLY WALLBOARD VERTICALLY. INSTALL HORIZONTALLY FOR WALL HEIGHTS 1). IN THE EVENT OF SPILLING OR SPLASHING COMPOUND ONTO OTHER SURFACES, 2), MINWAX FREE OF FOREIGN MATERIALS AND RESIDUE. 1), ALKYD-ENAMEL FINISH: TWO FINISH COATS OVER A PRIMER. OTHER SURFACES, 2). STIR MATERIAL BEFORE APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY. a). PRIMER: INTERIOIR ALKYD FERROUS-METAL PRIMER. 2). THICKNESS: 1/2 In, OVER B'-(Y. IMMEDIATELY REMOVE THE SPILLED OR SPLASHED MATERIAL AND ALL TRACE OF AND ALL TRACE OF C). INTERIOR ALKYD-OR POLURETHANE-BASED CLEAR SATIN VARNISH: STIR AS REQUIRED DURING APPLICATION, DO NOT MR SURFACE FILM INTO MATERIAL L). FINISH COATS, INTERIOR SEMIGLOSS ALKYD ENAMEL. AINER. 1). BENJAMIN MOORE IF NECESSARY, REMOVE SURFACE FILM AND STRAIN MATERIAL BEFORE USING. 3). EDGES: TAPERED. I). STAGGER END JOINTS TO OCCUR ON DIFFERENT FRAMING M EMBERS ON RESIDUE TO THE APPROVAL OF THE ARCHITECT AND HOMEOWNER. c). FIRE-RATED BOARD: OPPOSITE SIDES OF PARTITION. PATCHING: 2), ABSOLUTE COATINGS (LAST 'N LAST) F). D). ZINC-COATED METAL: qRe 1). ASTM C36, TYPE-X b), BACK BLOCK END JOINTS. A. WHERE NEW WORK OR REPAIR WORK CONNECTS WITH EXISTING WALLS, THE 2). THICKNESS: 5113 In. CONTRACTOR SHALL DO ALL NECESSARY CUTTING AND FITTING OF RESTING i WALLS, THE 3). MINWAX EXPOSED SURFACES; INCLUDE AREAS VISIBLE WHEN PERMANENT OR BUILT-IN FIXTURES, 1), ALKYD-ENAMEL FINISH: TWO COATS OVER A PRIMER OF EXISTING GRILLES, CONVECTOR COVERS, COVERS FOR FINNED-TUBE RADIATION, AND SIMILAR a). PRIMER: INTERIOR ZINC-COATED METAL PRIMER. r 3). EDGES: TAPERED. 3). MECHANICAL FASTENERS -SINGLE LAYER: WADS, REMOVING EXISTING GYPSUM DRYWALL INDICATED ON THE DRAWINGS THE DRAWINGS COMPONENTS ARE IN PLACE, EXTEND COATINGS IN THESE AREAS, AS REQUIRED, TO b). FINISH COATS: INITERIOR SEMIGLOSS ALKYD ENAMEL. FASTENERS: a). SCREWS: AND AS NECESSARY TO MAKE WORK, AND ALTERATIONS MADE IN THE V THE MAINTAIN SYSTEM INTEGRITY AND PROVIDE DESIRED PROTECTION. INTERIOR STAIN AND NALTURAL-FIRMH WOODWORK SCHEOULE: Q, PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE THE SAME AS SIMILAR A), STAIN-VARNISH FINISH: (USE THIS SYSTEM ONLY FOR NATURAL WOOD THAT IS T I5 11 , SCREWS: 1). ATTACH SINGLE LAYER OF WALLBOARD TO WOOD FRAMING WITH TYPE "W" EXISTING BUILDINGS, a). COURSE THREAD, SELF-TAPPING, BUGLE HEAD, FOR USE WITH POWER DRIVEN COURSE THREAD DRYWALL SCREWS. EXPOSED SURFACES. BEFORE FINAL INSTALLATION OF EQUIPMENT, PAINT SURFACES NOT FACTORY FINISHEID.) TWO FINISH COATS OF VARNISH OVER A SEALER COAT E TO ALTERATIONS BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH PRIME COAT ONLY. AND INTERIOR WOOD STAIN. WIPE WOOD FILLER BEFORE APPLYING STAIN. . COAT i, ck DRAWN MB/MS TOOL, 2). MINIMUM EDGE CLEARANCE FROM MECHANICAL FASTENERS: 3/8 in. B. ALL EXISTING PARTITION WHICH IS DAMAGED OR REMOVED DUE TO ALTERATIONS AS NECESSARY BY 2). PAINT INTERIOR SURFACES OF DUCTS WITH A FLAT, NONSPECULAR BLOCK PAINT 1), FILLER COAT: OPEN-GRAIN WOOD FILLER, Illl SCALE( NTS 1). TYPE "W" DRYWALL SCREWS. 3). STAGGER MECHANICAL FASTENERS OPPOSITE EACH OTHER ON ADJACENT OF THE EXISTING BUILDINGS SHALL BE PATCHED OR REPLACED AS NECESSARY BY b), LENGTH: ENDS OR EDGES. THE CONTRACTOR AND MATCH EXISTING WORK IN ALL RESPECTS. S, WHERE VISIBLE THROUGH REGISTERS OR GRILLES. 2). STAIN COAT: INTERIOR WOOD STAIN. 3). PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH 3). SEALER COAT. CLEALR SANDING SEALER. al ,j )0 1). SINGLE LAYER: 1-1/4 In. 4). SAND ABUTTING ENDS OR EDGES OVER SUPPORT SURFACE 2). FACE LAYER OR TWO LAYER APPLICATION: 1-5/81n. 5). SPACE SCREWS 121n. O.C. ALONG SUPPORTS AND CEILINGS. EXPOSED SURFACES, 4). FINISH COATS: INTERIOR ALKYD- OR POLYURETHANE-BASED CLEAR SATIN IN I ApN l2 2, 2010 6). SPACE SCREWS IZ In. O.C. ALONG ENDS AND EDGES AND HELD OF 4), FINISH EXTERIOR DOORS ON TOP, BOTTOM AND SIDE EDGES THE SAME AS THE VARNISH, EXTERIOR FACES. SHEET7Q ER: WALLBOARD AND WALLS. T). DRIVE SCREWS WITH POSITIVE CLUTCH ELECTRIC SCREWDRIVER. 5), FINISH INTERIOR OF WALL AND BASE CABINETS AND SIMILAR FIELD-FINISHED tC' CASEWORK TO MATCH EXTERIOR TALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-17 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 COI 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 RESPONSIBL of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 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 MATER 'MENT 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 PRIORTO RECI REVISIONS RNIM 5ET 12/15/2009 BID SET 12/17/2009 PERMITSF 04/12/20D9 D D p ° •D 777 1; D D < D D p D e • De O a D ~ ~ D o 69 L.U ° .p 0 •o vv 0 0 'Q o Do I n° •~a 0 T~/^/\~ V I I ••a ~ e e ' D D p I I L) ° 0 W4 D° .D D TW W V/ O ° o I I d e o. ~ I I I I I I I I I I ' O I v p ° / ~ I I 0 'f v c oe •D ~ < o \ - El D / I C75o C \ •DR .a Vc l I I I p p,. D I I _ I I I I ~ I I I I I ~ I . 1 I • I I I I 0 a x ' I I I • I ' e. e° • % .a a~H N a o D, III Ilk I fY1 F 0 / e. Ilk III III Ilk. a e 0 w w 0 'r . a w m N v C I eS P X ~J o M •a II e~. O w ~ F _ o e y mu nil C ~ v ~w3 FOUNDATION PLAN e. /ry c. SCALE: 1/4" = V-0- ° e D,. I U~ v / eo I~ D41 0 a (ri a v . v a v a , r o 'a. v o °a vo °a v. / vo °a vo °a 1~I H e 5 5 Uy va vo va ve Fd by~y, ~ DRAWN MH/MS SCALE NN JOB# k ~ 16,?` APn112, 2010 STIMEET NUMJBUR. iHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS E-1 PAINTERTO PRIME AND PAINTALLDOOR EDGESTO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS„ THE SPECIFICATIONS, AND THE FIELD C( ,AND ,c 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 RESPONSIE IPMENT 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 d 0 PRIORTO RU d 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE. INCLUDING BUILDING AND SITE CLEARANCES FCOR DELIVERY OF EQUIPMENT AND MATE REVISIONS REVIEWSET 12/15/2009 910SET 12/17@009 PERMIT SE 04/12/2009 I 0 MAS' MASTER BAT P LN RY;RM. \ MASTER BEDROOM GARAGE W - - L- - : i_________________________ U MUD ROOM d W.I.C. W a W O O ~ ( \I ~ UV ' rv c ` HALF \ \ HOT TUB / xMJW EIETmlAL HOOKU s wo UcHTiNG ran Har TUi QI I I / PANTRY )ANTRY O drw / Ell I OUTDOOR / I \ ING II, DRN 4 ~I I I OUTDOOR LIGHTING Fil a ~ U KITCHEN O .a 0 \ - - PORCH ~I a , 49 0 r \YAIIV 1 C:: ~i c0. ~1\ VENTRY m ~ G O ~ H Q H a 4` ~ W }yY+• C v \ a r-------- • i / \ (LIVING ROOM; / L- J \ \!'ll 1 B TH, o.1 . U8 s 1 DEN 1ST. FLOOR (PLAN d d d SCALE: 1/4" = 1'-10' H E~~b Ur DRAWN MH/MS i ( :sou SCALE: 114"=1'-0" Via' '~y ti ^Y il12 App,ril @, 2010 1, ,,r SHEETNUMBER: 4 i - TOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS E-2 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTI FY ARCHITECT OF ANY DISC REPANCIES BETWEEN THE DRAWN NGS, THE SPECI FICATIONS, AN D THE F IE PAINTER iIONS, AND THE FIELD CONDITIONS. AND SHALLREQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL I GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERL5 FOR APPROVAL OF ALL GENERAL CONTRACTOR 5HALLBE RESPC 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 SHEETROCI<ING AND SHALL SECURE THE C.f O PRIOR T- THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. MANUFACTURERS WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANIICES FOR DELIVERY OF EQUIPMENT AND R-VISIONS: RMMSET 12n5/2009 BID SET 12n7/2009 PERMIT SET 09112/2009 - - - - - rW V1 P. li PROVIDE HOOK UPS /INSTALLATION ATTIC /STORAGE OF SOLAR PANELS BY GREEN LOGIC L) U - - W a PT4 O O i qZw - II rA BATH No. 2 BATH No. 2 , MN NQQ M F"a~ O i a LOFT 01, 7- 0 ti i I Il__ - - _ M ~ Ci u _ _ ~I GAD D M rl G v d 0. O N °'y w® d ~n w - - - - - - - - - - - - - - - - - - - - - - - - - a & ~ u N C ~ d EA- - xw3 c. u I / G~0 " E G 1~ BEDROOM No. 2 „C ~ _ F Y' u O rv d BE BEDROOMNo.I 2ND. FLOOR PLAN I H O o SCALE: 1/4" = 1'-0' - - Ell A 77 ch 40 4 F~ M DRAWN: MH/MS {y'?' tg SCALE: 114"=1'"0" JOB k: April 12, 2010 si 571IiGT 1V[1MCR. SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS E-3 J5, 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 RESPONS C d 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. _ PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGSS, THE SPECIFICATIONS, AND THE FIELD MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES I FORDELIVERYOF EQUIPMENTAND MA' ,UIPMENT 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 RI REVISIONS: REVIEW SET 11/15 8 0 0 9 M SET IM712009 ELECTRICAL IICAL NOTES PERMITSE 0442/2009 r LIGHT General Requirements FIXTURE \ 2 1/2" CEILING BOX 1. Install 1 wall-switch-controlled lighting outlet is required in every MIN. MIRROR \0 FOR LIGHT FIXTURE habitable room, hallway, stairway, attached garage, and outdoor entrance. Exception: In habitable rooms other than kitchens and bathrooms one or more SWITCH \ GFCI receptacles controlled by a wall switch are permitted In lieu of lighting outlets. GFCI RECEPTACLE TO LIGHT FIXTURE RECEPTACLE IN SAME CIRCUIT 2. In every kitchen, family room, dining room, den, breakfast room, living room, GFCI sunroom, bedroom, recreation room, and similar rooms, receptacle outlets must MAX. 4'-0"; 3'-8" o? < RECEPTACLE o0 be installed so that no point along the floor line is farther than 12 ft, measured IF COUNTER IS o Oo 0 m horizontally, from an outlet, including any wall space 2 ft or more wide and the O LESS THAN 20" wall space occupied by sliding panels in exterior walls. DEEP; 3'-6" FOR 0 C? ACCESSIBLE Z 7 LAVATORY o 3. A minimum of two #12 wire 20-A small appliance circuits are required to serve Q ? only small appliance outlets, including refrigeration equipment, in the kitchen, pantry, dining room, breakfast room, and family room. Both circuits must extend to the kitchen; the other rooms may be served by one or both of them. No other outlets may be connected to these circuits, except a receptacle installed solely for 18" ACCESSIBLE 3/4" TO 1" DIA. an electric clock. In kitchen and dining areas, receptacle outlets must be installed RECEPTACLE BATHROOM BASEMENT, HOLE IN STUD at each and every counter space wider than 12 in. LAUNDRY, CENTER UTILITY ROOM N 4. A minimum of one #12 wire 20-A circuit must be provided to supply the laundry receptacle(s), and it may have no other outlets. z DRILL THROUGH 5. At least one receptacle outlet must be installed in the bathroom near the basin and SOLE PLATE TO W U r must be provided with ground fault circuit interrupter protection. LOWER LEVEL' 6. Install 1S- and 20-A circuits to supply three watts of power for W every square foot of floor space, not including garage and open porch areas. Qi W Provide a minimum one circuit per 500 sq ft. TOP X 404"TOI48" BE COPPER BO ABOVE FINISHED SWITCH B SWITCH BOX FOR CABLE STAPLED 7. Install 1 (min.) exterior receptacle outlet in the front and rear of house. Outlets ALL WIRING TO BE COF FLOOR CEILING L CEILING LIGHT AND TO SIDE OF STUDS, a must be provided with ground fault circuit interrupter protection and be weather (NO ALUMINUM) tight. [NUM) JUNCTION JUNCTION OF CABLE AS PER CODE TO OUTLE TO OUTLETS 8. A minimum of one receptacle outlet is required in basement and garage, in addition 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 overhead door. TOP OF RECEPTACLE 12" TO 16" ABOVE 9. Install a smoke detector in the hallway outside bedrooms or above the stairway FINISHED FLOOR leading to upper floor bedrooms. Install 1 (min.) smoke detector and Cot detector on each floor, garage and basement. NOTE In metal stud construction, cables are passed through precut openings in place of fleld-driller :e of fleld-drilled holes. 10. Disconnect switches are required. 11). Provide undergound service to circuit box and 200 amp service. 1~ L) 12). Refer to the National Electrical Code (NEC) and local codes for J a further information on residential requirements. a~H 13). Install 1 fan in each bathroom with no window. Review plans with owner / Architect for additional fans to be installed. ONE LIGHT CONTROLLED WITH SWITCH. ONE LIGHT CONTROLLED BY SWITCH. ELECTRICAL LEGEI' -LEGEND o a 14). Review plans with owner / Architect for Dimmers, 3-way switches, recessed and ORDINARY SINGLE POLE SWITCH PILOT LIGHT AT SINGLE POLE SWITCH a additional lighting, computer, cable and telephone locations. LOCATION ELECTRICAL SYMBOL ELECTRICAL SYMBOL 15). Install: 30 amp dryer circuit, 40/50 amp oven / cooktop circuit and A-C wiring. 16). Review plans with owner / architect for heating / air zones. EXHAUST FAN ® LAN Ci LAN CONNECTION v 17). Install 1 wall-switch-controlled light in each walk-in closet. W/ LIGHT 0 1B). Top of receptacles to be 12-16" above finished floor. U U 19). Top of Switch box to be 44-48" above finished floor. x ~ Z u ONE LIGHT CONTROLLED FROM ONE LIGHT CONTROLLED FROM TWO CEILING FAN 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 W/ LIGHT CABLE CABLE CONNECTION ° y o +`m each stud. AND TWO 3-WAY SWITCHES NEUTRAL NEUTRAL p A 4 PHASE PHASE 4ft Flourescent Fixture DIMMI DIMMER SWITCH $ 8ft Flourescent Fixture CEILII CEILING LIGHT W 3 RECESSED LIGHT 0 DUPLE DUPLEX OUTLET CHANDELIER GFCI ( GFCI OUTLET V PENDANT LIGHT A WP OL WP OUTLET bwp r+~l N EXTERIOR WALL SCONCE PULL ( PULL CHAIN LIGHT GARAGE DOOR OPENER SNGL. SNGL. POLE SWITCH $ COMBINATION SMOKE / Co 3-WA) 3-WAY SWITCH $3 DETECTOR 3-WAY DIMMER SWITCH °$3 4-WA) 4-WAY SWITCH A~ FLOOR OUTLET o TELEP TELEPHONE CONNECTION~ DRAWN MH/MS SCALE: NTS HINGE SWITCH HS INTER INTERIOR WALL SCOUNCE Ap IB 12,2010 SHEETNUMBER: CND 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 RESPONSIBU IALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS E -4 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, 1THE SPECIFICATIONS, AND THE FIELD COP MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE. IN CLUDIND BUILDING AND SITE CLEARANCES FOPR DELIVERY OF EQUIPMENT AND MATER VENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEEFROCKING AND SHALL SECURE THE C of 0 PRIORTO RECE f O PRIORTO RECEIVING FINAL PAYMENT FROM OWNERS.