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Home My WebLink About37489-Z Town of Southold Annex fgFF®[ 2/25/2014 P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36784 Date: 2/25/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 860 Old North Rd, Southold, SCTM 473889 Sec/Block/Lot: 55.4-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/31/2012 pursuant to which Building Permit No. 37489 dated 8/31/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITION AND ALTERATIONS. INCLUDING COVERED FRONT PORCH AND WOOD ENTRY FRONT STOOP The certificate is issued to Meador, Carey (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37489 02-21-2014 PLUMBERS CERTIFICATION DATED 02-14-14 Steve O'Connor 0 f Aignature TOWN OF SOUTHOLD BUILDING DEPARTMENT a TOWN CLERK'S OFFICE a3 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 37489 Date: 8/31/2012 Permission is hereby granted to: Meador, Carey 860 North Rd Southold, NY 11971 To: construct additions & alterations to an existing single family dwelling as applied for At premises located at: 860 Old North Rd, Southold SCTM # 473889 Sec/Block/Lot # 55.-1-7 Pursuant to application dated 8/31/2012 and approved by the Building Inspector. To expire on 3/2/2014. Fees: SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,032.40 CO - ADDITION TO DWELLING $50.00 Total: $1,082.40 Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Swom statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 ' Date. J New Construction: Old or Pre-existing Building: (check one) / Location of Property: ~ ~ C A,7 C)1-1-x, Vti i` CT House No. Street Hamlet Owner or Owners of Property: C c, c eA,( Suffolk County Tax Map No 1000, Section S Block 1 Lot 7 Subdivision Filed Map. Lot: Permit No. lg i~LADate of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature pF SOUlyolo Town Hall Annex yy yy Telephone (631) 765-1802 54375 Main Road T ? Fax (631) 765-9502 P.O. Box 1179 rop Southold, NY 11 971-0959 er.richertCaDtown.southold.ny.us 71~OOUNtV N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Meador Address: 860 Old North Rd City: Southold St: NY Zip: 11971 Building Penn it#: 37489 Section: 55 Block: 1 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: S,J O'Connor Elec Cont License No: 50$5-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat 2-gat Duplec Recpt 44 Ceiling Fixtures 34 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 5 Smoke Detectors Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 54 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30 Emergency Fixture Time Clocks Disconnect 200a Switches 41 Twist Lock Exit Fixtures TVSS Other Equipment: 5-combination smoke/co detectors, 3-exhaust fans, 30a oven circuit 4-ARC fault circuit breakers Notes: Inspector Signature: "tl-l-C~ Date: Feb 21 2014 81-Cert Electrical Compliance Form.xls ~o~~,flF so~ryo~ Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765.9502 P.O. Box 1179 G Q Southold. New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD .CERTIFICATION Date: ~~`f ! r t Building Permit No. Owner: (Please print) Plumber: ~1Jr= ly ~1NBt? (Please print) I certify that the solder used in the water supply system contains less.dm 2/10 of 1% lead. DD, (P ers Sigtlatur+e) _ Sworn to before me this q4 l day of -JQ(-U -0 20 1 L CtJNN1E D. BUNCH I \ ~-0 Notary Public Este of New York No:O76 Ldfolk 50 ~ QuaNNsd in 8?AfoBc Cex+nty O 1 commission Expires April ta. Notary Public, -Z::)U-'r~~ounty 3-7 cl ho~yOFSOUry~ -7 f ®f TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 NSPECTION [FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATIO [ ] INSULATION [ ] FRAMING/ TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMA W l i,i q L Al~~ ~T DATE INSPECTOR holy OF SOUlyoI TOWN OF SOUTHOLD BUILDING DEPT. M 765.1802 r INSPECTION FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION Y ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 1 INSPECTOR OF EOpT~6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECT N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUMON [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE_ %ICAL (FINAL) REMARKS:~~ Wt~ DATE / 1~3 INSPECTOR i o# OF SOUIy~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ) FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI REMARKS: I DATE 1l 3 INSPECTO TOWN OF HO DING DEPT. 765.1802 IN ON [ ] FOUNDATION 1ST [ ] RO H PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: i DATE 64' INSPECTOR ho~asf SO4Tyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: DATE 2 21 INSPECTOR FIELD NREPORT DATE COMMENTS / . s b FOUNDATION (1ST) FOUNDATION (ZND) . z 0 vG~` ~ O .w ROUGH FRAMING & H PLUMBING + w Ale ~72 47""1 INSULATION PER N. Y. H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS R G 3a ° 0 z C~ mm 1 - o z r ~14 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 p Survey SoutholdTown.NorthFork.net PERMIT NO. 3 "1 Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined ~3 1 20Single & Separate Storm-Water Assessment Form Contact: / Approved ~j 20/-,11- Mail to: / (A~K J eNw),f e 7r Disapproved a/c Phone: 7J r -4.1 ppY Expiration , 20 _ Building Inspector APPLICATION FOR BUILDING PERMIT u AUG 3 0 2012 l~ I Date D S Z 1- 20 INSTRUCTIONS to~mN o~ soi,~~aalo ms 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 havebeen enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agen, archite ngineer, general contractor, electrician, plumber or builder Name of owner of premises _ f~ie~ y2 ~p (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location ypnn on which proposed work will be done: (V 0'-0 / House Number Street Hamlet County Tax Map No. 1000 Section .55 Block d J Lot_ 7 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupant of proposed construction: a. Existing use and occupancy : /N6 L~ J=htil /L~ ' b. Intended use and occupancy SA Me 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. S~ clJS 7. Dimensions ofeztsting strut ures, 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 3 j~' Number of Stories 9. Size of lot: Front t~~ v Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~A4::; 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YES NO ' Will excess fill be removed from premises? YES NO 14. Names of Owner of pre ises Address 860 0(.12 A-VW4 4 Phone No. Name of Architect Address ~O Phone No 73¢ Q/ S~ 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 BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_je~' * 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 ti/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF.Ciy U Iq IW4 '.1 r- 4 ft&j~-Z being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Notary Publle, State of New York No.01BUB185050 (S)He is the C try- Oual"°a !n 8 9 EanntS (Contractor, Agent, Corporate ffic ,etc.) Commission Expires April t4, ~QL]_ 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 thj~ 2 Notary Public Signatur of pplicant Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) AMICANT NAME: owner-AgeM-ComUIW*-ConracWwOthe ICideom) Frey,.~r OWIIER pr DwereM than Appnnnq MAX K- S t ? ( O01L -13.7 r. L,,rr 4y G uG o~erGf jell k Far FIX at e-thee S ?c ti I 1. P,ep.lyAas.a.r 86~0~ o NO/2 stak BMP;Pmj Sc*e and/or S goce;a of nstru~o~'fs~, trcr e W aadU c Soar t„o t tPax.adaa.wrrw-N..a, Naete etCOOlnebrwdtnr Conbdperrott ReWnmlblerorkapir" MWknolswFFF-. AQWJL11LtlY___ 1 -~Q~~t=v Addrers: _7a_f ffav? T"- Y - ( - N~f A.,C_ 64! Y!?ev E-Mali -w - -,-te CIF joyjt`>t? _ ' of Fwaem'Rmppmela lerMmmNea MfMlYmna r»len control Fraedw. O CFL~Q NVOer-,Ll R0 Tek Fra P. -Naa• r1. 'Taal AreaaM `55G3 TdalA..11and0.V 7,0W fF ds.rrioW n+.taew . ProlW Duration: Sled EiM ________________________.-___--_____________c IAntidpsMd,- Datr: 03 .7 w.+w raMW Owd WAN this Project Disturbs five (5) or More Acres at Any One Tone During the Proposed Development? Yes No es V YES; Mae* Amwer th- Followhgl a. Does the Applicant have a Ouadfied Inspector On 0 Stan To Conduct the ftaquired Inspections ? Yes No b. Does the SWWPP Indicate How Frequently the Sits O ® - List the N ES w duwiydon .1 an P.M Iy WPp W Wm rk hs wWw Wetbals: Inspections will Occur and for What Period of Time ? Yes No _41 -0 Does the SWPPP Adequately identify AN Temporary O andlor Permanent Sod Staball:atlm Measures ? We No d. Does Ow SWPPP Adequately ldenthy a Complete Q = Pr*dPhmgPlan? Yes No smug Of eaPsdW Watwbodr It«}TaDl. 303tatlMMaMpaaad-1 e. Does the SWPPP Indicate AtAbaSilo specific OF-71 Practices that WM be Utilized to Pmw Water Wally? Yes No L Has the Applicant Submitted a Completed DEC Notice _ of Intent and SWPPP Acceptance Form for Review Q Type w Impacted Wdwbodlr las Lake. creak en. poll, Seoad. FrahwelwYNtlwa14 by the Town of Soumold? Yes No CDNt-------- t1SQN----------------- Sl ATF. OF NF.W YORK, No. 0 85050 COUMIly OF......SV.. FFP..:.c........ SS Oualified In Suffolk County ~v) /Lip f~ ~Fr rt .f L Commie, ion Expires April 14, 2 Abl 7~at I, 1_.... 7-4- being duly swum, deposes and says that he/she is the applicant for Permit, Mend sigap ~onamnt) t And that he/she is the Owner and/or representative of the Owner or Owners, and is duly ltdtorizcd to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Swom to before me thus I........ gayof - 20-M-' n~ Notary Public ! Vii..... Isvtaaa• d SWPPP Assessment FORM: 03-12 SOUr~olo Town Hall Annex # T Telephone (631) 765-1802 54375 Main Road (63l)765i 50~io d P.O. Box 1179 G Q roger.riche rt(d owA1o2.nv.us Southold, IVY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: _ a$ a0 ,3 Company Name: Name: License No.: Address: t .I s Phone No.: &?A- 20 JOBSITE INFORMATION: (*Indicates required information) *Name: Y41~ B tI A64-.~L ce- *Address: ~ N) ~ L *Cross Street: rrs ) AnQ_~7 *Phone No.: ISO - ~j~ Permit No.: 3 j t{ g Ej Tax Map District: 1000 Section:_ Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) l ~ (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION r # 151), - 82-Request for Inspection Form pf SOUTyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 G Southold, NY 11971-0959 %2' i ~~OOUH('I,Nc~ BUILDING DEPARTMENT TOWN OF SOUTHOLD February 18, 2014 Carey Meador 860 Old North Rd Southold, NY 11971 TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: / Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) A fee of $50.00. /Final Health Department Approval. Plumbers Solder Certificate. (AII permits involving plumbing after 4/1184) Trustees Certificate of Compliance. (Town Trustees # 765-1882) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: BP 37489 -Addition/ Alterations m TOW F SOUTtOLD PROPERTY RECORD CARD =V,#t,j Meader- ET d ~CJ VILLAGE DIST. SUB. LOT 15, FORMER OWN YQ Mbr~f:Sr N ~ E ACR. 11'1G' zv, rr:d o n1C. CAD S/ S W TYPE OF BUILDING RES. / SEAS. VL. FARM COMM. CB. MISC. Mkt Value I LAND IMP. TOTAL DATE REMARKS s 4000 .2 -f- a.,o y 2 / s' o-~ 6 L L G 19 Z~e- ?Q? ycoo 3/0o 5/s~c j is / 1 2/- -=LlQ3 19 - Uctsi .¢w ~Yca4r~~rk-'C_ o i L g2q-741-JR4~sIkjv ins N/n- 1,7-141 2 3 / l i 316-1 - S I os i, 1 c°s AGE BUILDING CONDITION L Z 6&;-- ( Q?lS 40 A4ezr- -Z, Ay0Jr Go() NEW NORMAL BELOW ABOVE 11 l 6s 1 Q Ofr }i 0r~ FARM Acre Value Per Value Vd I~ Acre 3 Y j- Al PC Tillable 1 D -L z TO lyCK (t g~S Tillable 2 Tillable 3 og /a .0 e, U = 7 G a Woodland V ~2 / 3/ y-u u G S Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD a 7 S House Plot DEPTH ° ..moo BULKHEAD 7 Z 387- 46) ~S 006 Total DOCK COLOR o TRIM GJFf 7't s s 55.4-7 4/07 A. Bldg. Foundation ~ S d S S-u Bath ~ Dinette = S.o-~ Z z s'o _ K extension Basement P,d P? 7` Floors K. :xtension " D i o y z L= 2 2 0 6 8 g 4-0 y 7 Z-6 Ext. Walls WOOD 5141ma Interior Finish LR. :xtension Fire Place _ Heat _ S DR. Type Roof Rooms 1st Floor BR. 'orch Recreation Room Rooms 2nd Floor FIN. B. 'orch Dormer Breezeway Driveway aroge Patio Q. B. /06 rota) S S.C.T.M. NO. DISTRICT: 1000 SECTION:55 BLOCK: I LOT(S):7 T LAND N/F OR WILLIAM HAMEN LAND N/F OR MATHEW CAMPBELL PIPE FD 0.51 SU3.07'22NE 'n+ 275.80, NYf CONC. 2ND FL. gODtTlo.J s AI~E2A, t ovs MOK h N Pp-or,sE p 3 ro Q'+ t'oj2 c N ; PP-aPosrp r If x 14 I, 7- re rL PAJ f Hy 20.5 W Mr~I ~t?RY ° nrrc Z R aN,N ~A 4.a A ~ O ' i w cc V) 0 0 z rt' CONC. ti MDR. bN eO> y u fB' Bt to n ~lp LAND N/F OR CHESTER DICKERSON O Ao • r +1rs, t c? Po THE WATER SUPPLY. HELLS AND CESSPOOL LOCARONS SHORN ARE FROM FIELD OBSERVADONS AND OR DATA OBTA#X& FROM OTHERS AREA: 45,563.9 S.F OR 1.05 ACRES ELEVATION DATUM: UNAUTHORIZED ALTERATION OR ADOIAON TO THIS SURVEY IS A WOLA17ON OF SECTION 7209 OF THE NEW YORK STATE EOUCA17ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMUOSSED SEAL SHALL NOT B£ CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO DYE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTIIUTON LISTED HEREON, AND TO THE ASSIGNEES OF INC LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHORN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07WR IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT,GUARANTEED INTLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: THEODORE C. MARTZ JR. MAP OF: FIDELITY NATIONAL TITLE INSURANCE CO. OF N.Y.; ABSOLUTE ABSTRACT INC.. FILED: SUFFOLK COUNTY NATIONAL BANK; SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD XXNNM I(. 11OYCHUX L.S. SUFFOLK COUNTY, NEW YORK land Su""Ing and Design P.O. Bo: 3, Yettituck, New York. 11932 77~~ aeons (eel) sae-Sees TAIL (esi) 206 lass FILE 1 25-107 SCALE: 1 "-40' DATE: AUG. 30, 2005 N. Y. S. UC NO. 50227 mgleLfglqg U>M naeNo of I.MaY J. IMnq~Y S.C.T.M. NO. DISTRICT: 1000 SECTION:55 BLOCK: 1 LOT(S):7 LAND N/F OR WILLIAM HAMEN LAND N/F OR MATHEW CAMPBELL PIPE Yo o.5'E StJ3007'22"E 275.80, NA n M G CON 110/1. . H9 A ..1 67.3' °CQ rv O OD H m.s llay"""Yt Mawr R 1w~,.c vm z A A, O 1" w co M O O CJ z CONC. MON. fB. b .~2. V n b LAID N/F OR CHESTER DICKERSON 4&?p4 Cpl S T1/J& INC WATER SUPPLY, HELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND CR DATA OBTAWED FROM OTHERS AREA: 45,563.9 S.F OR 1.05 ACRES ELEVAnON DATUM: UNAUTHORQED ALTERATION OR ADDITION TO THIS SURVEY IS A HOLA17ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, COPIES OF THIS SURVEY MAP NOT BEARING INC LAND SURVEYORS EMOOSSED SEAL SHALL NOT BE CON90ERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO RNE ASSIGNEES OF INC LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTTRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: THEODORE C. MARTZ JR. MAP OF. FIDELITY NATIONAL TITLE INSURANCE CO. OF N.Y.; FILED: ABSOLUTE ABSTRACT INC.; SUFFOLK COUNTY NATIONAL BANK; SITUATED AT: SOUTHOLO TOWN OF SOUTHOLD KENNETH L. WOYCHTX LS. SUFFOLK COUNTY, NEW YORK Land Surtel~iad and Dea1:n sr.•.T~ Ny vo~?pe P.O. Box S, MatUtuck, New York. 119:52 PRM (eal) 00-I50 rut (633) >aoe-16e111 FILE 0 25- 107 SCALE: 1"-40, DATE: AUG. 30, 2005 N. Y. S. UC NO. 50227 mlotbinln( IM roexds of ~Mrt J. Ilon4o+T REVISIONS i IF- -DE U ~ a a w m u % Z w v w C m 0. F2 U C C z W FRONT ELEVATION SCALE: o ~ q Q q o _ d o a ® FFFH1 1111 11 11 u u or - O z FM C-' oz $ FFMFI ~fl _ d 0 o JAN 23 2013 ~ - slur, un-r ~ ~ .OtS~f:9,SO B.g l.,pe YC b,~U`O, 17 ':37 0 - - - RIGHT ELEVATION ATION DRAWN MWM5 SCALE: 1/4° = 1L it 4? SCALyE. 114"=1'-0^ 109 n: ' January 21, 2013 SHEET NHM13ER sd. „t{7 _ 1 PAIMERTOPRIME ANO PMNTll OOORE?LESTO MAINTNN CONTMCTORSHALL N-- ARLHRECTOF AM'pIKREVANCIfS E-1- THEpMWINLE, THE SPECIHCAT10N5,A.U-1f1EV)LONOITIONSANNSHALL REOMOTlIUf CA90NYEPoRECOMMENCINLWORK CONTMRORSHALLVERIPVKL =6 AL CON7 PLURMBNIN0V, AND WE CT ~DMPI TFACTOR PLUM TO OODF~WNATR MEETING WITH OJAtlERb FOR APPROVAL OF ALL GENERAL CONTRACTOR IIHAI-L BE RE6PONI IBLE FOR ALL IA111G D RTTeNi I A BUII - AMNVfACNREA'S WARMNtt ANp SHALL IE INEPECiEp TO VEN FY ALL WOPN DIMENSIONS POO CONOTION5 ATlOR SITE INCLVpINL RUILpINL ANp51fE<LfAMNCES fORpEWERY Of EQUIPMENT AND MATERIA6. ANp RENEW All pIECREI'ANCIfS WIIN ARCHf1ECT PRIOR TOTHECOMMEN[EMRR ORCONPNWTION OF V1pRK ROUGH ELECIRIG.W WE RIL, PWMBING, AND ANO HVAL PRIOR RIOR TO INWLA¶NG AND 6NtFROLKING AND 6XALL 6EGORE THE C C 1 M O PRIOR TO RECEIVING FINAL L PATITCNi FROry OWNER6. REVISIONS ro ~C 1C_l C= JJ_ L_. I r 0 I= U ~ - I C G ^ V ~ y m °i roe EYE n ~G - F O ~ REAR ELEVATION W SCALE: 1/4" = V LW w - - Ca o - o o to - a 7EM ~o - FTTI I _ - _ of 0 ~r _ _ cur - JC~O- F-M rl-j OrC~C C) Z c _ - 'd o o I - - - - - ono r~ooor ° s~ - N co =_1 - - nor=lc-luC m ~L~C_ILJC- ~C_ILJC- CJ JL~' CSC l A' i DRAWN. MH/MS LEFT ELEVATION i q :yy?C/k • . SCALE. 114-1'-0^ JOB 4 January 21, 2013 SCALE: 1/4" = 1' SHEET NUMBER. FAINTER TO PRIME AND FAINT AN DOOR EDGES TO MMNTAIN I CON;rO5RSHALL NOTIFY ARCHRECT OF ANY DIXREPANCIES BETWEEN THE OMWMOS, THE SPECIFICATIONS, ANDTHE FIELD CONOrtIONS. ANO SHALL REQUEST CUNFICATION BEFORECOMMENCINGWORR CON9UCTOR SHALLVERIFY Lll GN--l COIi1RgCTOR TO--DIN- MANUFACTUBERS WARAANIY AND SHALL RE INSPECTED TO VENW ALL WISER DIMENAON ANO CONDITIONS AT TOY SEN. INCLUDING BUILDING AND STE CNARANCES FOR OEUVERY Of EQUIPMENT AND MATERIALS. AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATONOF WORE I RWGH F-QPASO PWMRF NG AND V iCTOR TO COORDINATE NEETIN6 WITH OWM"S FOR AppROVAL OF ALL GENERAL CONR[ACTOR SHALL BE REEPON91BL2 POR .W. -WI-IN6 -RMHJI INSPECTIONS -2 PWTIEING, AMP HVAC PRIOR TO IN W"TIN6 AMP 6HEEIRCOKING ANO SHALL SECURE THE O aP O PRIOR TO RECEIVING FINAL PATPENT 11 OW4ERB. REVISIONS A NEW BLK PIER 11.1 ?FTG.UNDER i POST ABOVE la XI ~ V -1 SERVICE la x' N I-1 m / EX 3X6 FI la B j I.Ca @2aroc ;ICJ ®2~ 'u U d m ^ m n NEW 2" THICK Iu B C Iu ~ Z ~ III o ~r I „ CONC. SLAB (2) 9-ML BEAM ,III ~ w U n C" y ~ OR, F .-I-ni--• " REPLACE EX. 3X6 GIRDER vW(2)1-3/4X9 ML jlO lull IG-' (REPLACE EX. FJ 5 GIRDER j~u JIIII N O o F' " NEW CONC. PIER Jn F cooooc=cst O=?!_______________B-_~-+_cc=c=c=c=_=____Et ~_cic_-ON BLOCK WALLiini aJ x1a axs ecp dn~ a,O of ®le•oc III I~ op nq •--i.,--• 10" it, CONC. PIER REPLACE EX. FTC. wY REPLACE EX. FEE, w/ REPLACE EX FTG. w/ I u, ON 24'X24X12' 24"X24"X10" CONC. PEG. 24"X24"XIW CONC. FTG 24"X24"X10" CONC FTG. o CONC. PIER 3' 10'Lla CONC PLEA` 3'BEtow cnwF "H 1 ui~ BELOW GRADE INSTALL NEW NEW 2"THICK 32"X24"X12" Yd 'L C, 1 1p Q CONC. SLAB CONC. FTG 4'_7r I n~ a UNDER BLK PIER _ m Pi ER i 3) 1/ L ~ o _ l lu EX 3Xfi Fl " I" (3) 2X6 ACQ 024-OC FLUSH BEAMJJ _ NEW BLK PIER W ~ ' /EX 3X6 F1 W/ FTC. UNDER TO BE MU ERLDED LEDGER BOARD '-In TO BUILDING WIT ITH TIMBERLOK® 02 POST ABOVE SELF-COUNTER.SfNKING SCREWS By OLYMPIC PIC MANUFACTURING BY OL, all: I„ (2SCREWS p32"CLC) INSTALLNEW 8X16 CONC. RM ON 321%24-XIV =a I z a ~ VIII ry O IB"XIB"X12" CONC. FTG. CONC. FTG. ¢ UNDER BLK. PIER K~ zxs~cn/ ally I ~ I O O _Yf _®I6bC Ulu rn I 10"dla. CONC. PIER O rv ON 24"X24"X12" till$ ,ry CONC. PIERS' BELOW GRADE ID"dla. CONC. PIER - ON24"X24"X12" I , I" CONC PIER 3' " i (3) 2XID ACQ GIRDER (3) 2x10 ACQ GIRDER (3) 2x10 ACE) GIRDER ' BELOWGRADE 1 I Q_______ 9 Oh 9 ' III ' 28'-3" A V] 0} I). EXISTING FOUNDATION WALL TO REMAIN. VERIFY ARCHITECT ANY 6). G.C. TO REVII ALTERATIONS. 6). G.C. TO REVIEW AREAS MISSING FLOOR JOISTS. USE 2X6 DFN2 @16"OC Z 2). ALL101STS BE ALLJOISTS(EXISTING AND NEW) FLUSH WITH GIRDEMTO BE SUPPORTED ^ ~d 2) REPACE AND ADD CONCRETE FOOTINGS AS INDICAT-ED ON PUNS .1 JOIST HAI, w11015THANGERS. ;-.4 00 Z = B). DOUBLE UP FLOORANSTS UNDER PARALLEL WALLS ABOVE. PROVIDE O IN PIER AND IN WALL-) BLOCKING Al FOUNDATION PLAN TO BE DOWELED IN WALLPAIN, 3-#5!15° DEEPPIERS CUT OUT SILL PLATE FOR PIER. ALTERNATIVE: USE 6X6, POST w/ ANCHOR. BLOCKING AT B'-D" O.C. AND MIDSPAN. 9). INSTALL SMOKE AND CO DETECTORS PER CODE. o SCALE: 1/411 = 11 \ ANCHOR TO BE TIED INTO 5/6"dla ANCHOR BOLT I5'" IMBEDMENT MIN. 9). INSTALL SMO 10). APPLY 5/8"TYPE-X EIRE-RATED SHEEEROCK OVER FURNACE PER CODE MISSING FLOOR SYSTEM 4) REPAIR / REPLACE CONCRETE SUB AS REQUIRED. 10). APPLY 5/8" T 'p .R Cu. REPLACE w/ 2X6 DFN2 ®16"OC 51.REPUCE ALL DEFECTIVE STRUCTURAL MEMBERS AS REQUIRED. REVIEW w/ nrvu ai4' mnrtwn ARCHITECT ANY SUPS ITUTEU MATERIAL PRIOR TO IMffALIATION. A„ W 1 v J DRAWN: MHIMS SCALE: 114'=V-J' N JOB 4: Jmuary 21, 2013 SHEET NUMBER: PARDERTOVMMEAND PAINT AKDOOR WMTO MAINTAIN CONTMCTOR SHASL NOTIFY ARCHITECT OF ANY DISCREPANCIES pEIWEEN THE DMWRP.S, THE SPEONCATIONS,ANO THE FIE1ll CON01?ONS.AND$HALL REQUEST CLASSIFICATION HEFORF COMMENCING WORK CONTMCTOR SHALI VOPFY AU G[T WI LCONTRIIT TO COORDINi RACTOR T. COOROINATE RFETING WITH OLNB25 FOR APPROVAL OF ALL GBJp3AL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BNLDING -B . IENT INSPEII... A-3 MANVFACNRERSWARRANN ANDSHALL IE FMPORFDTO VEMFYALL WORK DIMENSIONSANDCONOITONS AT)OE SM.INCWDIN6 BUILDING AND 57E CLEARANCES FORDEUVLRY OF EOUIPMENTAND MATEMAU. AND REMEDY ALLDISCREPANCIESWITH ARCHITECT PRIORN) THECOMMENCEMMT OR CONTINUATION OF',DlR Rd1CH E1FGTRIG,pWYIBING. AND HV. I0 , pWYIBING. ANO HVAC PRIOR TO INWLATING AND 6HFFROGKING ANO 6HALL SECURE THE C oT 0 PRIOR TO REGFIVING FINAL PATTIENT MOO OWNER6. REVISIONS A 6,-GA, 5'-6" VERIFY WALL HEIGHT. MA CH MAI MA CH MAIN BUILDING EQ. EQ. TW2632 NEW O632 FEQ. TW2846 TW2846 TW2846 TW2946 REMCE kX OIENINL TW2PENING NE0.1%513E) NE0.1FY512Ef 0.EPGCf k%OPCNING REPLACE EX OPENING ,E11CE EX OPENING REPLACE EX.OPlN'NG REMCE kX OIENIF NEAIW 5ISE1 (,ERIN512E) NEFIN515E) NE0.IFYsm) NERIFY SIZE) (7) 2X (2) 2XB HDR. (3) 2X0 DFN2 GI0.0ER EV Fr== U 6.' BUILDUP/REPLACE BUILDUP/REPLACE u N m WALLS TO MATCH f WALLS TO MATCH $I MAIN WALL ® T-9^ a w l MAIN WALL ® 7-9" x. v m Z m V giro ~oM w ~ n ~ r C1 Eo ~N D \ i CI .L Y -H B j i~o FS2 ~I' ~I% I C V bI IIN _ wl~ r r i., li I I r.. a 2 3 ~ 9 CATHEDRAL wl ~;S„ Cr4- ` I CEILING ~~11 Id zN SI: I ~J fl 3I< ss° DECK w -.aS U=-_. I I a°oG _ 11 I X. COVERED Fez ml , 1 I 'I ROOF "c p I,EMavE aaonlolrrs N1•' ~/~iiO (FOR HEADROOM HEIGWI NEWWALL 2'-9" 17 a lIN[IER STAIR (5) 2X4 I m I u0 ~63/x%Mt w/3/R' E_VUTL! SH~GMl LTSS(1dH%MLj• POST pl1 -a^ H 11._ L c WERIFY SLOG. DR. HDWR. N "'rv ~ y6. w/ OWNER PRIOR TO rn n O EC film", of (])2X61 A ORDERING ~_EV - N - AL l pa. -7. N] POST w/ (4) 9-1/2 L 2X16;1' pEPGCE F%OPENINL REPGCE E%OPENING D TW284E) NENFYSISEI TVJ204 6 D im C8 EX. CATHE r CHUN = = =EX. CATHEDRAL z r CEILING a on,;;; O COVERED ROOF ` o oG_ N ' N H EX COVERED ROOF EX. CATHEDRAL CATHEDRAL CEILING aq DECK o;;;; o Q CEILING EX. CATHEDRAL 'o sum N~~,~ A rn m k CEILING 8XB FG COLUMN w/ 6X6 POST (TYR) ' DW ~ O O R IIn INWLOCATON) '212 XB DFk2 GIRDER (3) 2X0 DF12 GIRDER (3) 2X8 DF#2 GIRDED (3) 2X8 DF#2 GIRDER _ (HEADER L =_-~-------6X6 PO3T® Ex aPGUIn CX235 NEMOV E% OPEUINL 6'-9" 6'-9, r Tn I 9'-Olh" O 0)- Z A I). VERIFY WALL HEIGHTS AND BUILD UP OR REPLACE TO MATCH h PLACE TO MATCH MAIN WALLS. 6). INSULATE ALL EXTERIOR AND INTERIOR WALLS. 2X6 WALLS AT RI9 ~ -1 AND 2X4 WALLS AT RI3. Z0 OCATION: AREAJFT 2). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DFN2 STUDS AT 16" 1 DFN2 STUDS AT 16" O.C.. INSULATE CEILINGS WITH R2I INSULATION. 0 ~F- CDX PLYWOOD. O^ 1ST. FLOOR PLAN EX LIVING SPACE: 11545Q 3).EXTERIOR SHEATHIING TO BE I/2" THICK FIR CDX PLYWOOD. 8). ALL WALLS AND CEILINGS TO BE PROVIDED WITH 112" SHEET ROCK. cc Oo U) SCALE: 1/411 = 11 4]30 SO4), DOUBLE Up WALLS ABOVE. PROVIDE u 91. INSTALL SMOKE AND CO DETECTORS PER CODE BLOCKING AT 81-.C. OOROND DER PARALLEL WADS ABOVE. PRO 5) ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADE: ?RESSURE UPGRADES WHERE ANELS WITH FASTENING APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTEF . UINLL... DRAWN: MH/MS SCALE: I/4" PH)" JOB 4: SHEET NUMBER: -4 JON1RgLTOR TO COORDINATE METING WITH OWNERS FOR APPROVAL OP ALL LENERAL CONTRACTOR -A- BE IOR TOO N51 POR ALL BEA IN6 DEPARTIY K IN6PECTION6 A ?CMIC. PWMBING. AND XVAL PRIOR TO INd1LATING AND 6XEElROGKING AND SHAM 6EGXRE THE O of 0 PRIOR TO RECEIVING FINAL PYYIFfIT FROM OWNER6. REVISIONS A 24,_5' 26'-0' 26'-0' 1/z° 6._2.. EQ. EQ. PADNEWWALE THICKNESS TO MATCH XISTING WALL TW3046 TW3N6 TW3046 REPACE EX @ENING REPLACE EX. OPENING NEW OPENING (EC1,M) (EE.2 (EGRESS) PZ U TW2632 NEW OpFNING yNv V m (2) 7-1/4 2%fi H R ~ ~ °j ~ ~ _61~.4.-0.. n z u m \ 10,_6•, 5'-1" 10'-6" •'ML TOR '0„ T-21/2" 1 81h° ij~ \ L L 'E o z ~ N ~ ~L ~ -5 \ ~arr L~ II V m N o it] o a~ i U N - _ BATH C BEDROOM I' N E - E `c N z N CLOSET Bpw - BEDROOM Li BATH No.2 LL,I a Z-0" n B I n ^ 7„ N 3. 4„ IVY. N E - }II ne PR VIDE IN PAN N _ UN ER W HER (FYP.) moM 2 a 7" -3 SU Y ~s2 c o0 n \F 1 0 5'-6" n 1 j REMOVARU• y SHE LL I C) \ I--I TO in w SHELVES N 5'-D' RIG 5' 5° 41,1" _ 13'-0 .arc yv y ~oN~ HALL ^xv" - MASTER a Q' m I' ~ O d- yl BEDROOM"x a5j 2 7-1/4ML HDR. (2 ]%6 HI 777777 (2]%6 HDR (2) 2X6 H R I-~ W REPUCEEX OPENING NfNfV fIZE)TEMPE0.EG.~ NLW 'EEN't / TW3046 PAD NEW WALL THICKNESS TW304t TO MATCH EXISTING WALL A.wl NCW O@NING NEW TW3046 0460 f-1 IE 304 O M3046 / EQUAL EQUAL q ~Q7 T-3Vz" 4'-4" / 24'-5" 26'-0' \ 26'-0' 50'-5" / A N o CIO Q 1) PLATE HEIGHT TO MATCH EXISTING (7'-9"). 5). ALL EXTERIOR OPENIN66 TO HAVE DESIGN-PRESSURE UP6RADES WHERE 0 0)- APPLICABLE. PROVIDE DEBR6PROTECTION PANELS WITH FASTENING 2). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DFk2 STUDS AT 16" D.C. PAD WALLS AS NOTED TO MATCH EXISTING WALL THICKNESS (4"). 4T 16" O.C. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. VESS (4°). 6). INSULATE ALL EXTERIOR AND INTERIOR WALLS. 2X6 WALLS AT R19 SCI O O 2ND. FLOOR PLAN 3) EXTERIOR SHEATHING TO BE I12" THICK FIR CDX PLYWOOD. JD. AND 2X4 WALLS AT R13. O Z M LOCATION: AREA: 4). PROVIDE 2-2X6 DFN2 HEADERS OVER ALL OPENINGS UNLESS .ESS 7). INSULATE CEILINGS WITH R30 INSULATION. d0 SCALE: 1/4" = 1L OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS 2 JACK STUDS E%. LIVING SPACE: 443.0 SQ. IT. ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS .ACH SIDE FOR B). ALL WAILS AND CEILINGS TO BE PROVIDED WITH 1/2" SHEET ROCK. N CD BATHROOMS TO BE MOISTURE-RESISTANT SHEETROCK. PROPOSED LIVING SPACE: 496.0 SQ. FF. 5). ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE iRADESWHERE 9). INSTALL SMOKE AND CO DETECTORS TO CODE_ APFULAHLE PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 'ASEENING DRAWN: ME/ MS SCALE: I/4"=1'-0" b JOB y ab Jams 21,2013 ,•~,a R,~~?„:'~'. SJiEGT NUM?GR: 'AINTERTO PRIME AIJD MINT ALL ODOR ED EST. MAIMAIN COMMCTOR SHALL NOTFV ARCHIiECi OF AHY pIXREPANpFSpETWEENTHEpMWINGS.THEIDKIFIGTIONS. AHOTHEFIEID CONpITONF,ANp SHALL RFOUFSi GIMIFICATION BEFORECOMMENCINGWpRK CONIDACTOR SXALIVERIFY ALL GENERAL CONIRALTOR TO LOORpIN-0TEI MNVFACNRER'S WARMNNANDSHALL EE INFPEREDTO VFNEY ALL WORK DIMENSIONS AND CONDITIONS ATJOR SIM INOWDINL pUIV]ING AND SUECUAMNCE5 FOR OEWERY OF FOVIPMFNT AND MATENAD, AND REMEDY ALL 011CREFANCIFS WITH ARCHREQ PRIOR TO iHECOMMFNCEMEM ORCONPNVATION OIF WORI( I MCNIGH ELECTRO I-M.NG ANp PI AO IOR TO GOORpIN-0TE MEEIIN6 WITH OWNERb FOR gppRpJAL OF ALL GENERAL GOM ACTOR SHALL BE REEFON501-E FOR ALL BUILDING DEPARiF T INSPECTIONS A 5 IM ING. AND HVAC PRIOR TO INEULATING AND SHEEIROCKING AND DRAW- BEGURE THE O aF O PRIOR TO RECEIVING FINAL PATPIENT MGM OWNERS REVISIONS f. U m 1m N a NJ C rr ,n ^ V ~ ~ m y+ u 0. ~ -fir n F FRONT ELEVATION F-+ .1 W SCALE: 1/4" = V H 6 z O RETAIN STORM WATER RUN F - _ PURSUANT TO CHAPTER 236 PLUMBER CE T ICIPQN w OF THE TOWN CODE. ON LEAD CON7 TB ORIE APPROVED AS NO I ED CERTIFICATE O CCIAAN(~'9--Er ® SOLDER USE VAIVNO o DATE' 31 2- BP # _LL g SUPPLYSYS ; CAyNOTa FEE: U BY EXCEED 2/10 1%L4D. NOTIFY BUILDING DEPARTME T AT 765-1802 8 AM TO 4 PM FO THE PLUMB114 FOLLOWING INSPECTIONS: ALL PLUMBING STE - 1. FOUNDATION-TWO REQUIRED &WATERLINE N-ED _ _ FOR POURED CONCRETE TESTING BEFORE 0 ERING _ 2 ROUGH- FRAMING, PLUMBING= a.) - STRAPPING, ELECTRICAL R C1 KING 0 3. INSULATION m ELECT I A~ ¢0 4, FINAL - CONSTRUCTION& EL RICAL IIWIEPECTI0fi 'O P MUST BE COMPLETE FOR C.O. ~-I - ALL CONSTRUCTION SHALL MEET F~ REQUIREMENTS OF THE CODES O NEW YORK STATE. NOT RESPONSIBLE F Z FIM DESIGN OR CONSTRUCTION ERRDR I. _ C~' 0 0 ggp~k~, ~ DRAWN: MH/MS RIGHT ELEVATION 1 SCALE: I/4'N'-0° SCALE: 1/4" = 1' JCR k: H Au fth,20L2 SHEET NUMBER PAINT@ TO PRIME AND PAINT ALL DOOR EOLES TO MAINI CONTRACTORSHALLNOTIEY ARCHITECT OF ANY DISCREPANCIES BIMON THE OGWINCS. THE SPFCIFIUTONS. AND THE FIELD CONDITIONS, AND MALL REEICDOCFICATION BEFORE COMMENCING WORK CONTRACTOR SHALLVERIFY, ALL GENERAL CONTRACTOR TO COC CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GSN I CONTRACTOR SHALL BE RFEP-WEWE FOR ALL BYIIDING OEPARII'IENT INSPECTIONS MANUFACTURER'S WARRANTY ANOSHAN YE INSPECTED TO VERIFYALLWOAR. DIMENSIONS ANO CON DO DNS AT TOY ApE INCLUDING BUILDING AND SEE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATMIAH. AND REMEDY ALL HSOMPANCIES WITH ARCHOOTT POOR TO THECOMMENCEMEHTOB CONTINUATION OF W0111L R CLOD ELECTRIC I.J.01 NG, AN ECTRIC PLUMBING, AND WAC pRbR TO INSULAN ANO 6XCCRNG AND SHALL SECURE THE C If 0 PRIOR TO RECEIVING FINAL PAT PNT FAI OWNERS. REVISIONS Jl-" N17 Or OL r_ r_r Js JE m _ PE - ~ C fy m n 'Ei -r m _ J F - - - Lf rn z Z o O H REAR ELEVATION W w SCALE: 1/4" = 1' W w Ear w - u~ O P4 0 I = ~ Q w - 0 -J-F-°~ - - a - FFTTI o _ o - 15rE - I ° - mo=o n. m Q -fro 0 } o _ _ - - - p (If z ly COCI J- 7O~r~-` o - - ® - O Z F iouu - 0 ~r Cd O lr=~o-_ o ~ru - - - mar= ir= .r-ir-rte _ _ _ _ . - OC IGJCJI Job DRAWN MH/MS SCALE: 14'=P-0" LEFT ELEVATION loan: SCALE: 1/4" = 1G SHEET NUMBER IMF- PAINTER TO PRIME AIJO PMNTALL 000R EOGFS TO MAINTNN CONTRACTOR SHALL IJOTIFY ARCHRECTOF ANY0A.0.NFIB BETWEEN THE THE SPECIFICATIONS, AND THE FIELDCONDMCNS. AND SHAT L REQUEST CUWFICATION VEFORE COMMENCING WORK CONTMROR SHALLVERIFl'A41 GENERAL LONTRAROR TO CO[ OONTRAOTOR TO COCRDMATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MUIIPINO DEPARMMIT INEPECTIONS 2 MANGFACNRER'SWMRANIYANOFHALLRFINSPEREDTOVERIFYALL WORK DIM ENSIONS ANDCONOITIONS AT TOG SM. INCLUDING DURDEAG AND SRECIFARANCB FOR DEWERY OF EQUIPMENT AND MATERIAD, AND REMEDY ALL DISCREPANCIES WITH ARCHOECT PRIOR TOTHE COMMENCEMENT OR CONTINDATIOFN OF WOP1f ROIIGN ELECTRIC, PWMBING. qA ELTRIO PWMBING, AND NVIC PRIOR TO INSULATING AND 9XEETROCKING AND SHALL EEOLME THE C Of 0 PRIOR TO RECEIVING FINAL PAYMENT FROHI OWNERS. REVISIONS A apt, NEW ELK PIER w/FTG UNDER 'IER DER i POST ABOVE VE i o ~W m n SERVICE j I mQ /Fy 3Xh Fl /F% 3Xfi Fl ~ I¢ X u ~ y B _ p24'0O p24"OC~ N 1 NEW THICK lu B ? w s v V ~yyIII ~i U 4 ~ -F - CONIC . SLAB zu ~Oy/JX6 Af @WOC (2) 9"ML BEAM ,u ^ " REPLACE EX. 3Xb GIRDER w/ (2)1-3/4X9 ML-ter=, °l"' / III 2Xfi DFN2 FI ra fi OC w X11 Q' U n >lo (REPLACE EX. FJ &FJ & GIRDERS u °ii I N O SO lX6 ACQ a E _r___ E - - NEW CONC.PIER o "I ON BLOCK WALLALL„ xp u ~U DI ®16'OC Q1141 I~ OJ 0. -m--• 10"d,a. CONC. PIER REPLACE EX. FTC, w/ REPLACE EX. FTG. w/ REPLACE EX. FTG w/ x I ,u ON 24"X24"X12" 241X24'XIO' CONC. FTC. 24"%24"X10" CONC. FTC. 24"X24"X10" CONC. FTG. X II I CONC. PIER 3' 10"tlla CONC.'FR IIII BELOW GRADE I BBELOWGRd.E IIII w~J INSTALL NEW O NEW 2" THICK 321X2,V'XIZ I u, < CONC. SLAB CONC. FTG. G. N rn " UNDER BLK. PIER n A4'-7"' PIER _ 3) L r' z o O (3) 2X6 ACQ PTI , ~ 92 z .n F+ FLUSH BEAM (-4'1:~~.~.~. olio ~ I aGu,m I© LEDGER BOARD TO ® p'""' NEW BLK PIER _ I BE FASTENDED w ER IER W TO WITH MBERL ~E%3X6 FI ^G~~°~ POST ABOVE TO BUILDING WITH TIBE0.LOK® ®2 POST ABOVE SELF-COUNTERSINKING SCREWS E 1Vdk COIJC PIER z 3'YE10WL- N O I uip BY OLYMPIC MANUFACTURING mt. I D SCREWS 9 32" O.C.) 1 'Y INSTALL NEW ii 8Xi6 CONC. BLKON 32"%24"X12" ~Ih[ °x y u~0 1E"XIB"X12"CONCFTG. CONC. FTG zlE UNDER BLK PIER v N o rv 10"dla. CONC. PIER PIER __W~_ Fxs ncQ „I I O ~ _ w ®IS^ac ON 24"%24X12" 1,, CONC PIER 3' BELOW GRADE /rEN n, S-7" bt (3) 2X10 ACQ GIRDER (3)-2-X-10 ACQ GIRDER (3) 2X10 ACQ GIRDER - _ _ 4'-0° 9'99._8.. t~ A ? I). EXISTING FOUNDATION WALL TO REMAIN. VERIFY(w/ ARCHITECT ANY 6) G.C. TO 1 O} 6) G.C. TO REVIEW AREAS MISSING FLOOR JOISTS. USE 2X6 DFd2 @160C Fu;'TO~Z ALTERATIONS. ALL JOISTS (EXISTING AND NEW) FLUSH WITH GIRDERS TO BE 50 PPORTED F"`H d 2). REPLACE AND ADD CONCRETE FOOTINGS AS INDIQ:ATED ON PLANS ALL JOIST w/JOIST w/ JOIST HANGERS. O O FOUNDATION PLAN ~I 31. ADDNEW fOWMS PIERS AND INDICATED. PI SON EXISTING WAILS DOUBLE I _ TO BE DOWELED IN WALL WALL (MIN. . 3 16" DEEP IN PIER AND AND IN H..) EL BLOCKIM B). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE O Z BLOCKING AT 8'4" O.C. AND MI DSPAN. ? CUTOUT SILL PLATE FORPIER_ ALTERNATIVE: USE ffiX6 POST w/ANCNCHOR. 2. J SCALE: 1/411 = P ANCHOR TO BE TIED INTO S/e"dla. ANCHOR BOLTF 15" IMBEDMENT MIN- 9J. INSTALLS 1. 9). INSTALL SMOKE AND CO DEFECTORS PER CODE. u~ OO MISSING FLOOR SYSTEM 41 REPAIR/ REPLACE CONCRETE SUB AS REQUIRED. 1D). APPLY S/ 10). APPLY 5/0" TYPE-X FIRE-RATED SHEEFROCK OVER FURNACE PER CODE CO REPLACE w/ 2X6 DF#2 p16"OC c~nmu~~...ca.T.,~m~. ~r............... AND 3/4"SUBFLOOR N,' cvcw w/ ARCHITECT ANY SUBSTITUTED MATERIAL PRIOR TO) INSTALLATION. 7tli DRAWN: MH/MS SCALE: 14"=C-0" 1013 p' August 21,2012 ~ty b' SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN I COMMCT00.5HALLNQFIFY ARCHRECTOF ANY p6CRFPANCIESREPYIEEN THE DRAWINGS,TXE SPECIFICATIONS,ANpTHF FIEID CONOTONS,ANDSHALL RELIUCSFCWIIFIUTION GEFORECOMMFNCING W(IRK CONTMROR SHALLVEAIFY ALLL GENERAL CONTFACTOR TO GOOF ANNVFACTVRER'S WARMNTYANDfHALL VEINSFECTEDTOVE0.IFVALL WORR DIMENSIONSANO CONDITIONS ATIOISRE,INCLUDING EVIIDINLANDSRE CLEAMNCEf FOROEDVEAY OF EOVIPMENi AND MATERMLf, AND REMEDY Al DIi[REPANCI6 WpH APCHRECTPPIOR TOTHECOMMENCEMEMOR CONTINVATION IOF WORN. RWGH FIEGTRIC, PLVMBING. NO ONTRACTOR TO COORDINATE ryEETING WRH OWNERS pOR APPROVAL OF ALL GENERdL GONtRdCTOR SHALL BE RESPONSIBLE FOR dLL BWLDING OEPPRTMENT IN9PECTIONE A-3 ]TRIG, PWMBING. 4NO NVIC PRIOR TO INS11LAi1NG 4N0 6NEElROCKING ANO ]HALL SECURE THE C of O PRIOR TO RECMJ ING 11-L PAYMENT FROM OWNERE. REVISIONS A 6,_a„ VERIFY WALL HEIGHT. MA CH EQ. EQ. 32 TW2632 TW2846 TW2846 TW2046 TW2B46 M26 aEPLACF F%. OPENING REP1ACk E%. OPENING REYUCE EX OPENING REPUCEIX OPENING 0.EPLACCEX i IGHTiEM" MAIN BUILDING OPENINO NEW OPFNWL 511EI N." Sim NE0.1Fl'S12E) NERIFY S12E1 NE0.IFY I'M NEIPI%112Q NERIEV (2) 2X8 H D0. 0 mIj - - EX IIRkPL CE (3) 2X8 DF82 GIRDER ¢I~ BUILD UP/E BUILDUP/REPLACE ~ N M ~ 11" < X I WALLS TO MATCH SI WALLS TO MATCH ~ ~ ~ m dd MAIN WALL p J'-9" ~ 4 m MAIN WALL p 7'-9" - v ua amoc I~ O m ~ u] ~ O Fa x wI; y+ u a ~ B om ;.x ~t - I3 4I'1 1 1 u g ~ I I \Iv 0.1 - a CATHEDRAL I ~I IL~ CEILING - u Id lij Sla e u 3.¢ Coo f4 ~ i 3u x I 1 XI ate? 5~~ 1 I .P. COVERED t; 5a < mI~ III 1;1 I ROOF Ei. RCMOVC naoalLlns ILL 3~ ~;U (FORH[AOR[IOMHEIGHTI NEW,IVALL 2'-9'f ~M ONOF0.9A10. ~'~I~ T-pVz" I ~ I I O II O ~~~/4N9~L ~3/B" kL PUTEF SII aLAM IALT~~Y1,/4%9ML ~ ~I i - VERIFY SLDC. DR. HDWR d. o a w/OWNERPRI PRIORTO R TO O VHEDIMAL °°~L LLI~U' I ~ ml; ORDERING n' a. uPUCE Ex oeeuwc REPLACE Ex. oPENwG (2) M29 1-3/4X9 w/5/e"STEEL PUT FLUSH BEAM lilt 4E1 NERIEV SiEI (ALT.: (4) 9MLf TW284fi O O EX.C EX. CATCEI00 COVERED ROOF o , O Ex COVERED ROOF-mac EX. CATHEDRAL-114 'x CATHEDRAL 4 w - CEILING CEILING EX. CATHEDRAL m y r CEILING nN ~ 8X8 FG COLUMN 1111 w/ 6X6 POSE (TYP.) pW 0 O R 4. p.. lilt (3) 2X8 DF#2 GIRDER (3) 2X8 DF#2 GIRDEIS' (37 2X8 OF#2 GIRDER _ _ _ _ HEADER E`~E y • - REMOV EX _ _ = i = NkW LIXNIION] REMW EK OPENING CX235 V,-9. I L 9'-01/2" O z Z A 1). VERIFY WALL HEIGHTS AND BUILD UP OR REPLACE TO MAI )R REPLACE TO MATCH MAIN WALLS. 6). INSULATE ALL EXTERIOR AND INTERIOR WALLS. 2X6 WALLS AT R19 O J AND 2X4 WALLS AT R11 Z 0 LOCATION: AREA: 2). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS A 2X4 DFN2 STUDS AT 16" O C.. 71. INSULATE CEILINGS WITH R21 INSULATION. ? K FIR CDX PLYWOOD. Q O IST 1 . FLOOR PLAN EX. LIVING SPACE: 1122 SQ. IT. 3). EXTERIOR SHEATHING TO BE I/2" THICK FIR CDX PLYWOO 8). ALL WALE AND CEILINGS TO BE PROVIDED WITH 1/2" SHEET ROCK PARALLEL WAILS ABOVE SCALE: 1/411 = 11 PROPOSED PORCH DECK 4730 SQ. FT. 4) DOUBLE UPFLOOIROC AND UNDER ALLEL WALLS ABOVE. PROVIDE LJ~ CD 9). INSTALL SMOKE AND CO DETECTORS PER CODE pD BLOCKING AT 57. ALL EXTERIOR OPIENINGS TO HAVE DESIGN-PRESSURE UPC' ;IGN-PRESSURE UPGRADES WHERE ON PANELS WITH FASTENING...,,. APPLICABLE. PROWIDE DEBRI-PROTECTION PANELS WITH F. ~ nar . ,,lg `?i, W;VsC";$S,y ORAWNMH/MS n.;. wx SCALE: 1/4"=1'-0" 3 y JOB t.: M August 21,2012 SHEET NUI]M6ER: M, PWMPLUM 1N OMP W VAC G WITH OJINERG FOi3 dPPROVAL OF 4LL GENERAL SEI RE THE 6HPLL BE REbPON61BLE FOR ALL BNLOING PIM M1ENT IN6PECTIONS A-4 ER PL CNTRAC70R TO GN ELECTRIC. BING. ANO AC PRIOR RIOR i0 lN9 TING ANO 6HFFIROCKING dNp ]HALL L 6EGIRE THE C of a PRICK TG RECEIVING FINdL PAYMENT T FRGH OWiERS. PAINTOR TO PWMO AND PAINT ALL DOOR ID611 I- N"N"'N 'ON..A.L, AR,.m, ~D. IND ILL, ,DOODA"OND. AND TNE DECD COLURTIONS AND SNX,L RDQUE~ CLAKFICATRDN BEFORE COMNKNONO WORK COL =NITA'TIC~ll .1 Rll R,OL.. PLL'BBIN REVISIONS ~A A 50'-5" 26•-O' 24.-5., 26'-( Q1~•• 6•-2• 6._3.. 1 EQ, EQ. PAD NEW WALL THICKNESS TO MATCH XISfING WALL N TW3046 TW3046 TW3046 REP TW3 OPENING WE CEIX OPENIN NEW OPENING NEW OPENING ~ (y m ^ ,.US) IEORESSI IFGPF55) 1• BI/z• ()2X6H R 4, p•• m x v ~'a w • u d m N O 5 10' . C)" 5-21/2" _6•• nni sloe aP x ~ F u n L ~ x 2 z~N ~ e~ U T m o N in pI BATH x'< E \ o O BEDROOM M~I~I CLOSETM N ~ 7 N " ? c r B 2.4" xzzzzzz pz BEDROOM BATH No. 1 m VIII -7" N 3' 4" = M N3' 4" Cl 019"T N J IryWI O, LA~ m 'i PR VIDE IN PAN ® ~ N 3 LLLN ~J' JI', UN ERW HER(TYP) LL,....~~.. T4' - 5. 7. -3 su Lv _ oc 3 m Sa `0 ? r 'IC'I nEmow.ela e B -Q 5 -6' r I SHELF I ~ %13•cC ® SHELVES nI c 5,_5„ fi~i 1T 11" 4Vs" R4/2 LL-cc maG NI HALL aI, MASTEO o ~ ml d _ ~I BEDROOM 2X6 HDR (2) 2X6 H R ~y c 32 4' QV" -CIL(2)7-1/4 Ml HDR G NEW OPCNINL NEW OPENING Q N aEPUI Ex. OPENING N NP.IY~)TEIAI REO- PAD NEVYJ WALL THICKNESS i~ (ELUSS) TW3046 \ 1W3W6 ? ^ / rvEW aPENwc TO MATCH EkISiING WALL 45-3046-IB EQUAL / EQUAL EQUAL EQUAL T-31/2" 4'-4•• 24.-5. 26'_ 50'-5" A 1). PLATE HEIGHT TO MATCH EXISTING (]'-9"). Q aY 5), ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE Z APPLICABLE PROVIDE E N PANELS WITH FASTENING MTi F (j @ STUDS AT 16" O.C.. HARDWARE UNLESS OPENINGS INGS HAVE HAVE IMPACT GLAZING F•L~ ~ J 2I. EXTERIOR WALLS TO BE FRAMED WITH 2X4 DFN2 STUDS AT 16" O.C PAD WALI6 AS NOTED TO MATCH EXISTING WALL THICKNESS (4"). ILL THICKNESS (4"). ~.y 00 6). INSULATE ALL EXTERIOR AND INTERIOR WALLS. 2X6 WALLS AT RI9 ^ Z T: X PLYWOOD. AND 2X4 WALLS AT RI3. e~V 2ND. FLOOR PLAN 3) EXTERIOR SHEATHING TO BE 1/2" THICK FIR COX PLYWOOD. LOCATION: AREA: 4). PROVIDE 2-MIS DFd2 HEADERS OVER ALL OPENINGS UNLESS DINGS UNLESS 7) INSULATE CEILINGS WITH R30 INSULATION. Cd 0 17 TO HAVE 2 JACK STUDS o OTHERWISE SCALE: 1/4" = 1E ON EA H SIDE OOF OPENING. O PROVIDE OVER R J3 FT. TO ACK STUDS ON E EACH SIDE TUDS ON EACH SIDE FOR B). ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2" SHEET ROCK. IS) EX. LIVING SPACE 443.0 SQ. FT. MICROLAM HEADERS. BATHROOMS TO RE MOISTURE-RESISTANT SHEETROCK. CO PROPOSED LIVING SPACE. 473.0 SQ. FT. 5). ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES W SSURE UPGRADES WHERE 9). INSTALL SMOKE AND CO DETECTORS TO CODE. APPI ICARI F_ PROVIDE DENFU-PROTECTION PANELS WITH FASTENING 'IS WITH FASTENING W 4 ~8 ANn.M>I- HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. IYE Ddb ."'"t"0'lt, DRAWN: MH/MS 1 u - SCALE: 1/4"=V-0" r JOB4 pyq OR., August21,2012 a SAEET NUMBER A-5 THE MINC IN -E SITE LOMNCNESSFOR NEWEPY OPOEQIIIEMNT'ANNIMATERI~IS. A.. . 11 IS ,t,ST~~wcA, REMEINALL CRFPANCIE6IWITN ARCHITEQ PRIORCOMMENCING %L CONTRACTOR TO C.R.Tt TEST. WRH OWNERb FOR dPPROVAL OF ALL +ENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BWLOIN6 DEPARIMENT INSPECTIONS FLEOPEO, PLIIDIBING, At NVAC PRIOR TO INRILATING AND bHF£IROCKING dNP SHALL SE OF E THE C OF O PRIOR TO RECEIVING FINAL PAIENT FROM OLNERS. MAN~ CONTINOAITIDN OF WORK RO GNAFIECTRI~CaPL BMGC TADS FACN0.ER'S WARMNry AND NA~LL OILINSPTf01ID VERIFY ALL WO0.K QIMNENSIONS ANO CONORIONS AIOR SITE INCLUDING IiNl UINL AND REVISIONS 5 A ADJUST SOFFIT in V.I.F. TO MATCH UP a' W r u ~ Z V d v m r2_ M 2 _ J a ~ a / 1\P" u / ~"~vy rN 12 B 1 r~~ r 12 ¢ Q 0 2 w v - 2 2 . VI-~l / i i/ r r r 6X6 POST Fy 2%.8X4 RIDGE 2X6 DF92 RIDGE TO CJ Q /MATC4ML __L /F%iX4P0.1124"OC r (MATCH r~nArcn cx. oEPr r f / i i ~r 'v - - -,o p4r Iz 12 12 2 D Z 'rlFF I-i Yy I i mnrrn ~ (AC9~Fy/p H~ - - ^ FX 1R4FX RR alb'bGalb'bG' j N 1~2, y as a / , 12 EXISTING ROOF STRUCTURE 12 12, 2 0 2: W 0 - 00Y cf Z - ~ J i- 00 ADJUST SOFFIT TO MATCH UP V.I.F. Q Z 00J) o N LSD A W U LID C-1T! n u<a Vc C \Y11TFa an4GIFC lIC FGIIM 11NOFRI AYMFM. AND ROOF PITCHES. GC TO REPLACE ANY DEFECTIVE MATERIAL 1TE0.1Al RDOF AREA: 17RR SD. FT Y) DO NOT INSTALL UNDERIAYMENT ON WET /DAMP PLYWOOD!!! SHEATHING _ @@'' WITH 112" DIA CALVIN ZED \ D R E ET ROOF PLAN 2). ALL TAG PLATES SCREWS WITH SMALL BE BE WABOLTED SHERS ASHERS T AT O EACH RAFTERS RAFTER / GALVINIZED MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. RC-'* UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE PROVIDE E (2)21 9 H DI A X4'/' DEEP DRY WELLS 3). APPLY I/2" THICK FIR C0X SHEATHING OVER ROOF FRAME. WORKDAY COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS se "y NE. COMPLETE. ',SA 'A 1~n DRAWN: MH/MS 1 ;ry4 ^M SCALE: ll4-1P 0" TOTAL DRYWELLS CAPADUY. Ma CD ET, SCALE: 1/411 = 11 4). REMOVE EXISTING ROOFING (MATERIAL. B; B). INSTALL ROOFING M PER MANUFACTURE'S WRITTEN INSTRUCTIONS INSTALLATION ff MUST BE IN CONFORMANCE WITH CURRENT LOCAL CODE REQUIREMENTS. JOB 4. O THE Aubuet21,2012 DRY WELLS To HE IT MIN 5). APPLY METAL DRIP EDGE OF ANY UNDERLAY DIRECTLY TO THE AWAY FROM HOUSE DECK ALONG EAVES. SHEET NUMBER. 1NTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CON,R FCTOR SHALL BE REEPONEIBLE FOR ALL BWLOING DcTARiMENT INEPERIONS A 6 TRID PLUMBING. AND NVAC PRIOR TO IFANLATING AND WEEIROCKING AND SHALL SECURE THE C Of 0 PRIOR TO RECEIVING FINAL PAYMENT PROM d NERS PAINTER TO FRIAR AND PAIM ALL DOOR EDGES TO MAINTAIN -,U-R IRALL NOTIFY ARCH- OF ANY DISCREPANCIES A-lENTXE-11161. THE PA-II AND-111 1 CONDITONS.-0 SHAI LIIEDU D, LLl41FI IATION I EFDRE COMMENCIN G WAl CONTRRROR SHAD VFIUFY AIL GENFRdL CdNIRACTOR TO GOOR[ MANUFAL RER'S WARRANTY AN D 5 HALL 0 E INSPECTED TOVERIFVALLWORY. DIMENSIONS ANDCONOTIONS AT JOB SON,INCWOING CURVING AND SITE CIEARANCE5 FOR DEWERY OF EQUIPMENT AND NI AND REMEDY AU..11 EPANCIES OAIH AR[HRECT PRIOR TO THE COMMFNCEMDJT O0.CONTNUA4ION OF WOP6 ROUGX FlECTRIC, PLUMBING. dNOI Tl ri 1`'I REVISIONS 1Y A, ill, ~ ~ I I { L ~r ~~1,1 I~f c I, II,~ il'I 1 I ul,l I~ll~ ill~i~~j~ I~~i ~~~,i 1~~Iy ~Ii ll~ ~ I~ I ~li~~ y,• ~~,I ~ ~;I~. I il, - I'I %1( VVY 'Ir ~I V ~rl ti 1 I1 a I~~~~~I I( I~VVyI ~~~II ~II(I ~II jy1, I R( M, ROOF PITCH TO 2X6 GE MATCH EXISTING RIDGE ~ „a~ { Lw I li{ (I I { o ( { h f 'I,',1 fi I ii Lf G { V la ` j l- - - C zxe DFxz a 212"oc 1 1 1 I I'- I 1 f~ i 1 - I I ~11, I, g k I I ,Lr'~ I ~~al I,II 1i ,d/ If 0 - it I ~ a~ ~ ~ r 1 (I I I~ I ! I i( 00 no go 2X4DF82STUD WALL 216"0#. I/2" SHEATHING ~V,f I I LAP BOARD SHEATHING OVER UNDERIAYMENT .V i f ,III ill I I•I rl, Y`~.~_1*lri (ll' I'1111f 1 { ~i a; w m", N I r15 TYPICAL WINDOW OPENING 1 I I III I, I I e it (TESfi THAI A9xRaoe[xlx5l - _ _ I E%ISEING 0.R 0.0. 3/4" SUBFLOOR TYPICAL DOOR OPENING EXITING TING 1-3/4x9 ML FJ 216"OC ('Es TERE, RIEEB CENWG LATH. CEILING CEILING TYPICAL MULTIPLE OPENINGS WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL (MOPE THAN AUtl'M...R ) pPQ TAB] E,6ES l,, N Y S RE CODE ALTERNATIVE FOR OPENING PMTECTION p E N OT JMN. IMPACT Gu?vGl EXiMNG U ~ WIxo60RNE DEPRIS PROTECTION FASTENING SCHEDULE FOR WDDD STRUCTURAL pA Y D 51RU CNRAI PANELS wRH A MINI MUM TWCMESS OF 7/1, WALL AMU M ORMUM PINCL SPAN OFF FECT SITYL BE PERMITTED FOR OPENING ppUTELIIOF M ORl FNO M931DPY RUILDIN45 PANE15 SIi111 BE PRECUT TO w ~ m e CEL GIP D OPOOKOR W11H ATTAOIMEM EEREWME PROVIDED (PF£ERTOSECI.El HER 11. 16N 64 MO TPFIF 16091.4 OF FLY 5 ESIDENICAL CONSFRUCFION OEM THI515 NOTA SURSETIITION FOR DESIGN MREAIRE ALL WEXWGS MUST HAVE DFSILN PRE£SUNE UPGRI?ES WHEAE MPLLCAFIE 2 ALLPNY CLS MUST FE MTO SISgNU pEWYTO USE UN NiY NEW WINDOWS µU REI RS. SIMTLILS MUSFECMAREE EE WHIT E, ING TTRS TO C. HAROWFREMLLSTIO'MPM'YFRCTCESFORINSFAW ON. EXISTING WALL w W (VERIFYAND ADJUST HEIGHT) "u 4 u 2X6 NEWT OR JOISTS (SEE FOUND ION PLAN) NEW 8,X ,Ts NN) NEW B"X16" CONC. PI CONC. PIER C NEW 2" THICK E%. FLOOR JOISTS "THICK EX. POST CONE STAB _ SLAB I EXIST .v .d .de .y - __J EXIST. WALL WALL Fni NEW 37X24 NEW 37X24"XU- EXIST CONC. FT CONC. FTG. WALL z 7- -r O O -EX711B 1--i U E FW- U SLOPE" I W PER FOOT PITCH TO DRAIN mnemrtM _UR SECTION A- A PLUMBING SCHEMATIC SCALE. 1/4 - 1 q U N.T.S. 4 2X6 iffh~ RIDGE ExIsI. J (3)1-3/4X7-I/4_# 2X8 U ®12"OC M m Dc ~ ~ zxB a ®12"0 ML FLUSH BEAM - - - O L-(3)1-314X7-1/4 ML FLUSH BEAM f.y ¢ a 1313 z Ca o m ~ U I E4 r SUBFLOOR 314" SUBFIOOR slVsITsmVwV EXIST. FJ 1-3/4X9 ML FJ®16"mC I. 1-3/09 ML FJ216"OC - - - fXD ADD 3/4" STEEL PIATE w/ (3) 1-3/4X9 ML W 1-3/4X9 ML TO EX. 3X9 FJ (2) 3/8" STEEL PTT. U] I x Fo s~ 00 O Z2 I- -L- ML(4)I-3/4X17-1/4 --J EXIST. FJ EXIST FJ GIRDER ~1~ -O o n EXIST F1 EKBT. F1 EXIST. FJ - - ° EXIST. FJ o EXIST. F1 z%6 AC D1 16'0 - - C3 (2) 2X10 ACQ (2) 1-3/4X9 ML GIRDER (REPLACE EX. GIRDER) EX. GIRDER E% E%. GIRDER ~.Ek m a.R . ID"do. CONIC (2) 1-3/4X9 ~ 10"dia. CONC PIER ML BFAM CJ OCK ' NEW fl`EEL PIER o M EXIST BLOCK EX. STEEL (3) k5 REHAR COLUMN MN x,^101` c. PIER ON WALL E% BRICK W WALL . _ . 24"X24"X12° WALL COLUMN rJ- CONC. FTG. L S_ i ai:a: y~ LFmr•.,'+Y''+ WDRAWN. MH/MS dF SCALE 1/4"=V 0 24"X24"XIT CONC. FTG SECTION B-B 24"x24"%10" 100 4. CONC. FTG. Au,a21,2012 SHEET NLTM13ER: SCALE: 1/4" = 1' MINTERTO PRIME AND PAINT ALL DOOR UD ILSTO MAINTAIN CONTMCTOR SMAM NOTILY ARLHU"TOFANY DISCREPANUES GETWRN THE DMWINGS. THE SPECIFICATIONS, AND THE F IEIO CONDITIONS, AND SHALL REOUHUCUUM EATON LEAME COMMFNCING-- CONTMROR SHA MIMNALL GENERAL CONTRdGTOR TO CDORDIN RACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE R-PON61BLE FOR ALL BOILOING A-ARTISENT INSPECTIONS 7 MANVFAMDIR'S WARMNN AND SHALL RE INSPERED TO VERIFY ALL WORK DIMENAONSANOCONOITONSAL09 SITGINCLVDINL LARDING AND SUE CUAMNCES FOEDEVVERYOF ECIVRMENT AND MATEPIA6,ANO REME?YALL D6CREPANCIFS WITX ARMITECi PNOP iO THE COMMENCEMEM O0.CONTNVAT10N O1F WORR ROOGH ELECTRIC, pLNtBING~AND HV IC, pLUMBINGAND HVAC PRIOR TO IN9ILATNG AND SHEEIROCKING AND SHALL SECURE THE C OF 0 PRIOR TO RECEIVING FINAL PAYMPHt FROM OWNERS REVISIONS NYS ENERGY COMPLIANCE NOTES FOUNDATION CRAWL SPACE WINDOWS AND DOORS THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE 0 INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, p Cy1E WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. RIES RES check Software Version 4.4.3 1). INSULATE HEADER UNCONDITIONED BASEMENTS: CA 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT REFER TO PLANS FOR REQUIRED R-VALUE, Compliance Certificate 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2), INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3) INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE 4). SEAL DUCTS IN BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE 1) CAULKJOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 21. DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING 2M0 flew Ybrk,tnmWCnusmramam PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: Energy coe 2HO No I). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. cmastru C~oae Fes: suffb& 4 SEALING ALL PENETRATIONS 2) APPLY ADHESIVE OF BAND HI AND LAY SUBFLOOROVER. aT db& (:u=*. blew Ya1k ALL PENETRATIONSETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL ILL PLATE TO EXTERIOR R SHEATHING WHEN NAILING PLACE. P.ueC1u115tiLwklaTellpSingle, ,Single, Fl BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. . ~T Alvan U Heaft'Degree 'Days 5750 5750 RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): Clinuffi Zone: 4 RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOORJOISTS. ALONG CONTACT CIO RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3 EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. 0%"edA0alt 11es*lef/CmWaoWr z w INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTSTHAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. N o 9.p4~E~l{5IDl7R FNQ0lRE 1NatM~Sdtlake,ArehtbeCf. SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS, THE AIRTIGHTNESS STANDARD OF 2.0 CFM, LASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK WY DIM MDR171 FMAD PA am 933ry ,y Q' = ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. SONIl7F1C1i.f1, 5'dd' cutbak NY 11935 ~ u BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. 5a1-F39+1185 SERVICE WATER HEATING. EXTERIOR OPENING HEADERS: n1kSaFd"Ie~memet w IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL 15 THINNER THAN WALL CAVITY. _ MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: ~~R• ~I.~ CON Yflar'71f1en come t1MISFIMI L'&M Yaa11'r,: 979 HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN V 1). PROVIDE HORIZONTAL BLOCKING AT 48" O.C. AND AS NEEDED FOR NAILERS. HM'11'Y7>r'h N4Ar Yi~Y mdo ~IheYh IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. BIT~7~^~hKYP3n~~d h~ bdw - ~ havah"u dM xvwrkbrWa u7,md~srM.A'nd i 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. Rf W o ~w.g d.I v he d?k+ia YnWwus+gLhde~ M-WO-M TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES GMSS Cavity Cont. Glazing UA INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL. 1 0 HEATING NTILATI NAND AIR -CONDITIONING A[ SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. H fi~Y1'ni~ l4el.tlll ml'1~Y11B3' paL7e 1122 2t,_0 0:© 44 ~ W HEAT LOSS CALCULATIONS AND SYSTEM SIZING: EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: F'~`JF 1. J4fWVB00.FmiECfT0i6~CIIeFLiM1' HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.31. 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR, orSClsc417omss 9I~16~ 30.0 010 32 F~ 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. Q-RVV, I- Flat CelFOIJ orft"W AM Wk19 2M 10.0 0:0 t4 HVAC SYSTEM EFFICIENCIES: 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. C29mg $ Cadedial 001mg THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE @~ i6'u.C. 111.'2 130 9.0 73 a ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. MIN is vobwFlame, 56`UJB- meAuWle Pane W.rA Law-E 314 02~.~40~ 36 MINIMUM EFFICIENCY STANDARDS. ATTACHED 6ARA6E- Window: VVIRM FMme:m1dle Pane ne ePoe WM LaW-E 20 yry~ 6 ~ O HVAC CONTROLS: 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE WintlaW ^Z VVGW FTa71e a Poe U CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE CEILING WITH ADHESIVE. 41 0.300 k2 CA CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER 2).SEAL GARAGE CEIUNG FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM EIDW2: GIM (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL PIPE AND DUCTS. 42 0.320 13 Z x HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 3). SEAL ALL AT BLOCKING r ~yry: Wood EYJIAI2, 7G'OJC. 16'0c. 1053 13.0 0.0 71 O LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER 4). PROVIDE OVIDE BOTH BOTH INTERIOR RIOR AND D EXTERIOR AIR BARRIER TO THOROUGHLY Wkmkw 3E VON& LF~akrul -Pam SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. me_oallue Pam WM Law-E 157 0.290 57 W PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE DROPPED SOFFIT ON INTERIOR WALL WMdm & VV= FI'aIE12^.DOUbbe-Pane 'nE:LIU11119Ce Palw wth Lmv-E 6 0,250 2 q HUMIDITY HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TEMPERATURE. ALL MECHANICAL VENTILATION SYSTEMS MUSE HAVE CONTROLS TO SHUT DOWN WHEN TOP PLATES. CIw1v{BNaTaee SUMEnt 7F12 P?Q092C 9 The P1ePCELLM GeiUMMr*M 19 C0116169ER!WIM the ldulg~y~a.r,PIMA ad OMU VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM 15 SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL cawu B ram"OritleO W(BJ'0e F1B![Rt; 1 wtla9ae pemlt apperanon. The pgpmsm mwmg has wmdasrgnea to ~am*~~t ph~ie ~ p2~~010 New Va~t{ EmeW eayt GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1) SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER CMKMX7MM COWle"ARFMIlk In RE quremelkiInRESdMaVe1Sa14,d.3,amlaaxn~pywM E* mandakRym*AveerAuWe4~lnDieFeSawctcnepedien AND PIPES: 2). HANG FRAMING DRYWALL OR OTHER AIR BARRIER ON THE WALLS AN D CEILING B EFORE chee, B}- DUCTS DUCT AND PIPE INSULATION 15 REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN INTERIOR SOFFITS OR UTILITY CHASES UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE 3J. SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. P.-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF. Tlie - DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1), SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO SWMhre Date MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE. 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION N ~ R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR oy DUCT SEALING: ~ A TE. O [If z DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL FULL LOFT: x xo PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND SEALED. ALL CONNECTIONS AND SEWS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES. [If J MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC, Z _ O Z ~ TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING FILL THE CAVITY: UL 1818 MAY BE USED FOR FLEX DUC75. DUCT TAPE IS NOT ALLOWED FOR DUCT INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING SEALING. AND DRYWALL IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL O O ) CCS WRITTEN MATERIALS: OR SUBFLOOR AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. N o WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES O WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES: AND SPLIT OVER CROSS hurt dak WM2 REDUCED MOISTURE: BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. PISI}Ekk']~'leg,y , 'e..e~aae~el~.. p EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT Ua6a Ay ~S ew CiW SUM urnlDOiarnel ~LttESCn~tli IEWDSSR t of t THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT DOCUMENTATION AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY FACED D OF R- FIBERGLASS VALUES: BATiS, AND RIGID FOAM INSULATION MUST BE INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. IF THERE IS A GAS RANGE. ACCESS OPENINGS: DRAWN MH/MS VENTILATION: ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc MUST BE INSULATED TO THE fY' tiai; SCALE 1/4'I'A" THE MECHANICAL REQUIREMENTS VENTILATION TO CONTAINED BE IN IN NVS CODES ACCORDANCE FOR WITH DETERMMASHRAE ININ INING STANDARD 62 MECHANICAL -2003 AND SAME R-VALUE AS THE SURROUNDING AREA. f.4E. JOB Oy. VENTILATION RATES. CATHEDRAL CEILINGS: Augmt21,2012 SHEET NUM13ER KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF TOO CFM LI, PROVIDE i" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 2) PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. PAIMERTO PRIME AND PAINTALLOOOREDCFE TO MAINTAIN CONTMCTORSHALI NOTFY ARCMRCTOS ANY OIS1-ANCIES REIWEEN MEORAWIN(S.THE SPECIFICATIONS AN.THE 51HD COATI DNS. ANDSHML REQI CIdRIFIUTON 11'.. COMMENCINOWORR CONTMCTORSHALLVERIIFY All 6FNERdL CONTRACTOR TO COOROINP A-8 :ACTOR TO COORDINATE IE NG WITH OWNERS WR APPROVAL OF ALL GENERAL COMRACIOR ONALL BE REGPONGIBLE POR ALL BWLOING OEPARMENT INSPECTIONS HVA MANUFACTURERS WARMNIY AND MALL RE INSPECTEOM VERIFY ALLWORI( DIMENSIONS AND CONDITIONS ATIO SOE, INCWOIN ]IRKING AND 57E CLEARANCES FOR DEWERY OF EOUIPMDOAND MATENA6. AND REMEDYALLDISCREPANCIESWRH ARCHTECTPRIOR TOTHE COMMENCEMENT OR CONTIN,,A7.W OF WORK. ROIIGMELECTRIC, PWiIEEING, ANER PLUM51KG, AND HVAC PRIOR TO INWLATINO AND b ROCKING AND 6HA SECURE THE C of 0 PRIOR TO RFCENING FINAL PATt T FROft OWNERE. REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D TAIL DRAWINGS INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS RING CLUNG RAFTER WALL STUD ENEWALF GRIPPE SLY BOTTOM PLATE RIDGE LEDGER :Erz BArIITUD HEAVER DDUD BE JOIST MIE'NALL RAFTER Jncu AILS, FLOOR USP NUMBER DESCRIPRON APPLICATOR 1ST ADSS HOLD YDWN COIINECT T? 1 510E OF ALL CORNERS ANCHOR TO PGOODATON W/ ANCHOR BOLTS PATH / SPA TUBS To HAVE A DDEBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT NUTABER DESOMPTON APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE RUNG JCONNECT TO I SIDE OF ALL CORNERS EN LOC AT ON USP NUMDCR DESCRIPTION APPLIC ATICN LOCATION INCA PUMBEq DISOMPTION APPLIC ATICN RAIIER SIZE USP NUMBER DESCRIPTI ' HOLY DOWN BOTH NOT PLATE OF AND FLED ANY fOP g 6 ES?4 IBgo, CLOUT RN D. ANSI ALL OPENINGS LCTA12 -1/4.12' EGG, STIR AF APPLY TO EACII JACK STIY ROOF I11 1-1/4 1N" 20 a STRAP APPLY OVER RIDGE TC EACH .11 1111 ?y6-?v Ls2B 1B9o. smPC unrvGCR APPLr TO EACH RAFTER / LtDC[9 JOINT DIR¢nau Mnl (2) JOISTS UNDER WALL MR JOLT NOT Dwmnv UNDER PARAHLEI WALLS, PRI ANLIFDR PLATES OF 1ST FLOOR CONNECT THRYUGII I 11 ME FLOORS TD EACH OTHER WE THREADED ROD ALL YPF.NIN GS RT3 OR RJR JORDAN ANCHOR APPLY TC EACH CRIPPIE STUY ENID LS210 IBgo. SLOPE'. SFUG IBg o. SLOPE H NDER APPLY G LACH RAFTER / L£DMEq GLORIOUS 024"OC m m RELF ALTO / vFn is SUE SO THROUGH-ROOT EXHAUST ` m ^ VV UNITS SELECTED AND C LoASY ocASO Br roumnc nTq w IAETAI STRAP GENTILALIGN CHANDEL O AS FEELINGS RIM BEARD RAFTER Y a a x° R AFTERS SELL PLATE(S) RAFTERS MAIIITNN W VENTILAl1DN i V WOOD JOIST 31 BONDS FOUNDATION TOP PLATE 2v4 LEDGER BIUCKING 2x4 SOFT IT JOIST SIAPPINC, TO BE ATTACHED TO WALL STRIDE ®afibC. ATTIC SHALL BE PRONDED WILD P PROVIDEn VATH A FASCIA E GEImuTNG AREA AND ALL MIJDCW/ODOR OPENING JACK SNDS M1IT'GUM NET FREE VEIJTLATING AREA NOr LESS MAN 1/160 OF THE AREA OF FLOOD JOIST DEPTH GOP IJU MB CR DESCRIPTOR RIPTON APPHCAT CIJ WALL AIUD TO, SPACE VENTLATED. ALL DPEN111GE I/15D OF THE AREA OF GUTTER LATEG. ALL OPENIIIOS WOOD GIRDER INSTALL n'O" AD A SHALL BE CCVCRI:A WON CORROSION- I:A WRI CORROSION- ONTIN. SCRCCNED VENT MESH NIITA MESH CONTD. SOFFIT / ENT PLYWDBD 4" - tl" LSTP2n 1-1/n"v^A" 4090 C11iAP AND JACK SNRS SPELLINGS RED T GFE9ALINCH WwOMENSION ON ALL OPENINGS INCH IN DIMENSION INSTALL JO" GO LOCATION USP NU Me ER DECLRIPTON APPLICATIOIJ STEELED EASE R' - In" Ls IA GO 1-VS".3 u' 1a g.. STRAP AND L OK OPENINGS CORN ELT TO ON ALL GP CtJINGC M1" - 6' RAr1LR RT10 ID v/J' x JAY., T19OWN AN f.HGR FACH FPIF TER HI BLOCKING BETWEEII JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS T^ IN4ALL I OF GO, TORNELT TG vl 1i' - TO LSTA3a 1-1/1''x36' 1690 STRAP AND JACK STUDS 6• - 1z" PAFTER kr2U _ -1/6" A 2090 TNOWN ANCHOR EACH RADLER ON ALL GELDINGS O 2H0 FLOOR WALL IL---r H L RAFTER WOOD .MART O TOP PLATE GIRDER/HEATER U 1ST FLOOR WA11. STAR PING TO BE ATTACHED TO WALL STUDS III SO WTDD JOIST AND AIL WNUGW/DOOR OPENING JACK STUDS 'NALL SIR O z FLOOR JOIST DEPTH USP NUMBER OECCRIPTON APPLICATON INSTALL 1'0" 0 G. M1" - J. LSTA35 1-1/9'x36" 1090. STRAP AND JACK STOC LOCATION USP NUMBER DESCRIPTION APPLICATION ON ALL OPEGIINGC LOIIIECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER To BE SUPPORJEB MM F~ O THE PROPER STEEL CONNECroR INSTALL AR O C PAFTER/PLATE flT15 T1D0'I!N PNC HOP RAF FR i0 PI AIE IF GBLC, GLI FIR JOIST, APRON J/z' HIGHER THAN LVL H[ADCRS TO ALLOW FOR SURNKAGE k REDUCE BUMP GETS NSTAAB 1-l/4"anB' IbgPANDJACN CTU 9" - 16" o. STRA LL OPENINGS OS CORN ECT 04F.R ON A FI AIC/WALL SP1H9 5IDD PL AIE ANCHOR PL A TCI i0 F.PCII SrUG DBI. SILL PLATE THRONG SHIELD , SILL GASKET TW CONE FOUNDATION G A• x I MIL POLY ,A CAR'UJf Cx'LRIOR 0 GRANULAR nLL ROIL POLY CN ExTCRI0i • STEEL COLUMN R• GONG STAR rt• V ! COMPACT I"ILL vl K EYWro' FOOLING M I , py d CONC. FTC. USG WITH 31 SQUARE WASmERE e ANCHOR HFIT OCUNICTION (usP 10PSm OR BPS631) C } p All RBNFORLUN BAD ANCHOR BOLT cONNE0n0N FODUDPNON 5/6" pIA ANCHOR BGLi C) z DRAIN TOE ! V su LESSON. H x ~o CP.AN'L PA N FRO "L EPLATE p,, F TO OR """A ON 1 STORY 11 11 F C OUNC DA A G o 0 SLL PLATE TO FO UpIDATON 2 STORIES 36" GC O z~ TYPICAL COE F. LY PILASTERS DUN 3' STEEL COLUMN ANCHORED TO 14X24%12" CONC. FTC. DRAW. SPACE OR FOU GATON 4WVE P F. NEEDED FOOR ATICN CTiUC1LRAPAL BRACING ALL BOP OM PLATE TO FOUNDATION 1_+ STORIES 57" GC C3 m 'LU B-GN-GR NE cd o Gua FLOOR BID I CONC. 'LAD TDOR FRAME LLD PPOOP F JBIs 6X6 10/10 WAJ GARAGE / DOOR COMPACT FILL U SF. 2Na STEEL BEAM FOR BLBGNOur C SIR W/ MM A• SIR \ I 3 1, 11 w/ sxs WAN' SLOPE Pi. FIAT[ <1 4'091 CWAr NmcN JOIST AND ADJUST HEIGHT • . (WTH A NAILING PLA E IF NEWEL] .,•f••a1jC 'W-,. H' , N BE APRON. 112 OR UGHER 77 i l}yE''tA l ;p • STEEL BCAIA TO ALLOW fOR aIIRI IyAln-F'~ I AGE °~ie `pY _ ° ° _ O ~ • • • (PROADE STRAPPING IN DEEP JGIS {HNf e'a; ..•o._p _ w ash DRAWN MH/MS IXG WA SCALE 1/4'~V-0" MITI. 'I" t1 REINFORCING GAR +IO 1. REINFUNTIIG BAR TRAIN TOE - S August 21, 2012 12" D Ta a WEETNUMBER. TYPICAL CONC. MONOLITHIC FGVNGAPON REINFCRCE .711 (11 #4 REINFORCING BARS TIID INCH SLABS BENEATH BEARING WALLS AND CDWMGG " GARAGE oooR eLL a. S''r¢>v'~. REVFVP,CE FGDnNG .11 Es 14 RFIRDEPOw6 BARS GARAGE DOOR ELOCKOUT cgs * ~ r, A-9 PAINTERTO PRIME AND PAINT ALL DOO0. EDGFS TO MARL CONTMCTORSHALL NOTIFY A0.CHITEROF ANY DISCREPANUES BETWEEN TXEDMWIIJGF,THE flFCIFIUTIONf.ANOTHEFIEI?COIJORIONS.ANDSHµL REOVESF CUNiIUTIONBEFORE COMMENCING WORK CONTMRD0.5HALLVE0.IFVIALL GENERAL CONIRAGTOR TO COOROI~ IRAGTOR TO COORDINATE PI 11,6 WITH OWNERS FOR APPROVAL OF AM GENERAL GONIRAOTOR SHALL BE RMPON51BLE FOR ALL MILOING DGPARTII T INSER'11 S tlq PUG tR,NG. ANO HVAO PRIOR TO INRUFATING AND GHEETROOKIN6 ANO ]HALL SECURE TXE 0 a1 O PRIOR TO REOEIV INS FINAL 1AP 1ENT FROM OWNERS MANVFACIDRE0.'5 WARRANTY AN D SHALL 4EIN11 1 CTGO TO VENFY ALL WO0.K OI MEN51ON 5 AN D CON DITIONS AT J M SOB, INCWDING E V I IDIN O AN D SITE GUARANI C R FOR DELIVERY OF EDV I FRIEND ANO MATERIALS. AND REMEDY ALL DISCREPANCI R WITH ARCHITECT PM OR TO TH E COM MEN C EMSTF OR CONTI NV ATIION OF WORK ROUGH EElECTFUr FLNtBING, AND HY REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWING WINGS USE THE FOLLOWING 00. APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION FOLLOW MANUFACTFIPS RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPAC". 4' MAX y RING STUDS STUDS T IT 4"OIA MAXIMUM MFifR CRIPPLESND STUD CLIMATIC is GEOGRAPHIC DESIGN CRITERIA LEDGER GROUN WINO SEISMIC FROST WINTE I[ESHIE FLOOD SNOW SPEED DESIGN EATHERIN LINE TERMITE DEGV DESIGN UN'.=\ ME HA3ARDS RIDGE HEADER IEADE0. WAD (MPH) CATEGORY DEPTH TEMP, REpUI0.LDBE MODERATE SLIGHT TO - 45 LOS He R SEVERE 3 FT TOHEAW MODERATE II NOW 2 F MFT[0. RACK STUDS - h I STUDS RAFTER-TO LEDGER CONNECTION LEDGER TO BE CONNECTED TO BIDQ USING IQ"DIA BOLTS I6"OC WITH WASTERS HEADER TO POST/STUD CONN ELI D PO5T/STUD CONNECTION DECK AND COVERED PORCH NOTES RICGE-TO-RAITFn roNNFCTInN MMU E USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION IBE0. DESCRIPTION APPLICATION ) Unless otherwise noted all thing, mineral to be bl ACQ prooee treated lumber 1110.FALLING LOCATION USP NUMBER pEDCRIMON APPLICATION 8 LS]6 IS, SLOPEHANGERAPPLYTOCACHMFTER/LCUGE ALL OPENINGS LYFUG 1-1/4}112"2p5x STIR ROOF LSTA24 1-1/4"x24'2p6a. STRAP APPLV OVER RIDGETO EACH RAFTER 2X10 15210 I9y.5LOPEHANLE0.APPLVTOEACH RAFTC0./LEDGE ALLOPENINGS R11ORRP T'DOWNANCH LI/9Y11"3.. ETRAP APPLY TO FACH JACK STUD Ilfufeners Fenben antl and~orsbbe 6alvlmzed ontoinlevteeL LP TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD )Girders for devk)oblxlo be board oe anrharttl to earl, Pmt oe PIE, with wmhen and rids Irden on mnvele Alert eM1all 6e anAoted vvtlM1 proper steel mnnecLan an.luned 1-112, SPACE MINIMUM an. mnvate wnh o minlmum l/]"deM]" long mdmr Wlt will, winners and nuh, U y 3) Posh mpporlnB Llyden fiall be andmredmaminlmum 34131'a12"IM1lrk ronere(e 'j final, Use+mindoml/7,1D.]"IanB+^ehor bolt wRh waxM1en and nuu. Fomingi Shull Q O+ e HANDRAILS RAFTER be 3 R. below 5rad, RAFTER U u as 7 N 4). Deok loBU to M1ave blohln6 of Bit OO FluM1in8 Nall be Installed between Phi, bulldln O ° ep band ledger L bUp the sbetlhln6 ~i C c and ov Wilson. Ledger to be hastened to WlldlnS with l/3" din tlla bolo with washer a POST POST and nu11 ts .1 at IV m OP PLATE TOP PLATE 6) Concrete piers hall be a mNlmum 6• obova Grade 'moo BALUSTERS All John m be supporIrd wIlh hangers and anchors EuN Joist shall elm be anchored o g WALLMR) RIWOECKIOIST~ DECK IOIST In gIrder(S). Covered Roofs shall be assembled and anchored the same manner as a Dplal bulldln, 9PEN BALUSTER ATTACHED )WALL WALL STUD 9). Ore Anspion hangars and andrara with 3-MAX MPPIe protective mating or Erbil HANDRAIL CONNECTION 0.AFTFP TO PI ATFKi'I ID CONNECTION far any... with ACO ALL HANDRAIFU SMALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATET'UD CONNECTION LOCATION USP NUMBER I 11 UfSCRIPFION APPLICATION OFTHESTAIRS. HANDGRIP PORTION OF ALL HANDMIIS LOCATION USN UMBER DESCRIPTION AP 1A?ON CONNECT EACH SHALL NOT BE LESS THAN -1/4"NOR MORETHAN 2"IN CONNECTTO MFTENPLAT RTIS TVDOWN ANCHOR RAFTER TO PITE MCF-TODFCKCnNNFCI 1' RAFTER RTO IBd/4"x IB6a TYDOWN ANCHOR EACH RAFTER D5T-TCtDFCK CQNNECTION NAILING SCHEDULE CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PIATfIWALL SETH MAD PLATE ANCHOR CONNECT WE0. USE MIN(2)1/2- DIA. NAM BOLTS WI 2- DIA. LAW. BOLTS WITH WASHERS AND NUTS ~j PROVIDE AN EQUIVALENT GRIPPING SURFACE B"-1TMRER RT20 241/B' x 206a TYOOWN ANCHOR CONNECT TO PNTFSTO EACIISTUO EACH RAFTER IOINT D ESCRIPTION Q°y SPACNA -11 ING NOiFS z STRUCTURAL PANEL Btl AS PfR TAB LE 38 O V MAX. WFCM. SBC H 4"DIA MAXIMUM LIRDEVNEAOE0. GIRDERMEAOE0. EAOE0. ROOF FRAMING: TL~, W NAL IOINTDESCRIPTION NAIL PACING L S NOTES L ; G Lou POST/COLUMN { POST/COLVMN RAFTERTO T WALL 3 8d COMMClEACH Y-~1 Z TOP PLATE ID' WALL 4Bd COMMO RAFTER TOE -NAIL Q )LOW CEILINLJOIST B'WALL 3 ~I Ed COMMO EACH TOENAIL p~ U TO TOP PLATE IP WALL 4Bd COMPACT 101ST GIRDENHEADER CHLINGJOIST TO AS PER TABLE3] EACH FACE Lie) PARALLEL RAFTER WFCM-SBC UP NAIL ~j PfI CURINGJOISTUpS AS PER TABLE 37 EACH FACE H F POST-TQGIRDERMEADE0. CONNECTION OVERPARTITION WFCM-SBC UP NAIL V] COLLAR TIE ASPERTABLE3.4 EACH FACE H z LOCATION DIP NUMPER DESCRIPTION APPLICATION TO RAFTER WFCM-SBC END NAIL E.{ Q SPI ICFO JOISTS OVER HFADFR/M1mnFP 4X45OOD COLUMN PB54t/PBSE44/ KCM POST CAP ANCHOR APPLY TO BALM COLUMN OFCK/PORCH RAILING 6x650.. COLUMN NG. / PYSE66I KC66 POST CAP ANCHOR APPLY TO EACH COW MN LOCATION USP NUMBER 0ESCRIPTION APPLICATION POn-Tns.IRntnMEADF0. CONNECTOIfi TO CIRpENHEADER RTR TYDOWN ANCHOR CONNECTTO EACH IOISi HOLICAL CLUMN SIMPSONSTRRI/2 H.C ANCHOR 10,11LITC)GAILICOLUMN USE MIN. (2)LIS"D0. GALV. BOLTSW BLOCKING 3.,tl COMMON EACH TOE U h /NEADERrONNECTON TO RAFTER END NAIL q 12" DIA LALV. BOLTS WITH WASHER, AND NUTS 0.1M BOARD 3. I6tl COMMON EACH END TO RAFTER END NAIL BEARING PLATE WALLTRAMINO GIRDER )ER JOINTOESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP FLATS EO 2. I6d COMMO FOOT FACE NAIL WOOD JOIST TOE PLATEECTIS AT 4.I6d COMMO JOINTS FACE INTERSONS EA SIDE NAIL STUD TO 24 FACE LEDGER I GIRDENHEADER CONCROLE PIER STUB) 2- I6d COMMO OC NAIL E0. w' HEADER H0 I6d COMMON FACE WOODJOI WOODJObT HEADER ALONG MITTS NAIL U] TOPBOTTOM 2 I6d COMMO PER Led STILL L END PLATE TO STUD 3 I6tlCOMMO PER2afiSTOP NAIL O d > FIIISH IOISfS WrtH HFADFR/GIRDER F HEADER BOTTOM PLATE pUTE TO FLOOR JOIST, 3AND PCIST, 2-I6d COMMO FOPER OT FACE NAIL IN DOUBLE 2x Tn am, fnNNECTInN ALLJOISTSCONNfRFD TOAFLUSH HFADFR TO BE SUPPORTED WITH I (MINIMUM) CERINI.IOISF (MINIMUM) HFADF0.rc.I0.pE0.-TOPOST CONNCCIT ( ER-TO POST CONNEMON ENUJOIS lOI5iOR O0. BtOCKING KINL W LEDGER TO BE CONNECTED TO RED USING US'DIA BOLTS @1 VOC WIRI WASHERS THE PROPER STEEL CONNECTOR ( OR REAM LOCATION USPNUMBER DFSCRIPT IF ABLE. SET FIR JOISTS APROX. 1/4" 11I6HERTHAN LVL HEMERS UMBER DESCRIPTION APPUCAIION I~1 O TO ALLOW FOR SHRINKAGE ROD I Q EFAMS PAU44ORWE44POR/YEAM REQUIRED OR WM4POR/ YEAM ANCHO0.APPLY TO EA CH PIE O ZS OR WE66 POST /BEAM ANCHOR APPLY TO EACH PIE j aid DECK FRAMING: O O II II FLASHING TUCKED UNDER PIECE OFSIDING AND TOP IOIM DESCRIPTION NAIL NAIL NOTES aSl O LAPPEp OVER FIRST' COMIN NFPa JN\ II CNW COOUPIfRNUT QTY SPACING lV JOISTTO' 'PER TOE CD FO0.5TU (3)BFAMS PAV660R WE66 POST/YEAM PIECE OF SIDING BELOW THREAD ROD 51LLTOP PLATE OR GIRDER 4Bd COMMO JOIST NAIL BE) I SR ITI mIDG 12 Rd COMMOf EACH TOE II CONNECTFOTOYLDO ®16"OC POST POST DROWNING 2-Bd COMMO EACH TOE WOOOl06T MINIMUM END DISFANCE TO IOU ENO NAIL BLOCKINGTO: 3-IEd COMMO EACH TOE BLOCKING e BILL OR TOP PLATE BLOCK FL000. FRAMING MINIM M LEDGER STRIP EACH.. TO BEAM 3'I6d COMMO J 4 V Jp 2x 1015T5 •~ENB WIFE ' 12112"v12" A]" JOIST ON LEDGER y .OHNG TO BEAM 3 - Ed COMM DRAWN" MH/MS W000 LIRO[R s :v ',yt CONCREFF FOOTING BLOCKING FOR JOIST HANGER BANDJOET SCALE: I/4"-11-0" 3-I6tl CO LAG ROUTS .e HOLLOW COLUMN UPLIFT TOJOIS BAND JOIST TO: n JOE B' RIMJOIS[/BD. ; SIMPSON STRONG TIF MODEL STREW PECK POST FTG. CONNECFIO! SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURTS RECOMENDATIONS SILL OR TOP PLATE z -ISdC0 I o rn a DST FTG. CONNECTION W 1 AByIISL 21.2012 PROVIDE BLOCKING YFIWEEN JOISTS THAT ARE SPICED AND LOUTION USP NUMBER pF5C0.1P(101 IBER OFSC0.IP(ION APPLICATION SHEETNUAMER' OECR/PORCH LEDGER CONNECTION USE WITH RTIUTVDOWNANCHORf q%I POST PAUH OR WfH POST/BEAM AF WfH POST/BEAM ANCHORAFPLYTOEACHFOOTING .1 6X6 POSL PAU660R WE66 POSE/BEAM AN .E6POST/BEAM ANCHORARNYTOEACIIFOOtING PAINTERTO P0.IMEANO PAINT ALLOOO0. E?LESTO MAINTAIN I CONRACTOR SHALLNOTIFY AItCHITLCTOF ANY 06C0.LlAN<ICSY[}W[[NTICeWWNCS 111C5PECIFICATONS. ANOT11E E1LLO CONORIONS, ANO 511ALL RCDOCSTCIAW[ICAIIONYRORE[OMMEN[INGWO0.K CONTRAC[OR SIULLVERI[YALL G-=l CONTRACTOR TO COOROI! A-10 TRACTOR TO COORDINATE MEETING WITH OWNER6 FOR APPRJVgL OF dLL -ENE RAI. CONTRACTOR GHALL BE RMPON51BLE FOR ALL BUILDING OEPARTM1EAT INLPECTION6 MANUFACTUDEMNWARMEW AND SHALL BE INSPECTCO TO VERIFY AIL WJR0. DIMENSI DID ANDCONDYFONSAT JOB SITU INCLUDING PWLOINO AND IRFC1EARANCES FOR F.1111 OF FOppMENT ANN MATERIALS, AND REMEDY ALL 08CRFPANCIFS WRH ARCHFFE[ FLUOR TO THE CDMMCNCEMEM OR CON.NUATION OF. L. ROUGH ELEC¶21 C,PWI'IBING, AND HT 2 C, PWI'IBING, AND HVAC PRIOR TO INSULATING dNp ENEEIROCKING ANO SHALL EECYRE THE G al O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS REVISIONS PLAN CONTENTS: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE D-- 11 .RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL I-1/4" x 20 gauge strap shall be attached to each pan of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES When a collar He is sued In led of a ridge strap, the number of loo common nails required QTY. SPACING BUILDING USE RESIDENTIAL DWELUNG CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of ad nails in the strap. RAFTER TO 8'WALL. 3-ed COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 1('W' WALtr 4-Bd COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 21 RAFTER-TO-WALL ASSEMBLY: CEILING JOIST BALL. i%Sd COMMON EACH TC intent and framing details. They are intended as a construction aid, not a substitute Lateral Gaming and shear wall connections for rafter, telling or truss to tap plate shall he in TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) for generally accepted goad building practice and compliance with current New York .eeordance I. table 3.3. When a rafter or truss do not fall in tire with studs below, rakers TO TOP PLATE 10' WALL: "d COMMON JOIST State building codes. The General Contractor Is responsible for providing standard or trusses shall be anached to the wall tap plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE construction details and procedures to ensure a professionally Finished, structurally the to the wall stud with uplift connecions. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SR LAP NAIL ound and is weatherpmofcomplated product shall be connected with uplift Connections in accordance with table 33c CEILING JOIST UPS AS PER TABLE 3.] EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N Y.S. RESIDENTIAL CONSTRUCTION CODE AND 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER LOOR P NS CRO53 SECTION AND GENERAL NOTES 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY OVER PARTITION WFCM - SBC LAP NAIL meets carrerc federal, state, county and loud codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift conneciom m COLLAR HE AS PER TABLE 3.4 EACH FACE EXT. BALCONIES 60 These codes are to be considered as part of the speafcations for this building and accordance with table 3.3b, When wall studs above do not fall in line with starts below, the TO RAFTER WFCM - SBC END NAIL DECKS 40 ATTICS w/. STORAGE 10 should be adhered to even If in variance with the plan studs shall be attached to a common member In the floor assembly with uplift rnnnedors in BLOCKING 2 -Ed COMMON EACH TOE accordance with table 3.3. TO RAFTER END NAIL ATTICS vv/STORAGE 20 3). Dimend.rud,all take precedent over soled drawings, RIM BOARD EACH END DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION TO RAFTER 2-16d COMMON END NAIL Not wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift (LIVE LOADS PST) ROOMS (OTHER THAN SLEEPING) 40 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of ] inches in concrete WALL FRAMING: ROOMS (SLEEPING) 30 responsibility for conommon coordinating with these plans. nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL innstmdlon means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3h. When steel straps are lapped under the JOINT DESCRIPTION NOTES STAIRS 40 precautions and programs in connection with the work. There are no werrantles for a bottom plate, 31nch square washes shall be used with the anchor bolts Anchor bolt QTY. SPACING GAURDRAILS ANY DIRECTION 200 rv EXPOSURE CATAGORY (DESIGNED FOR CAT. C) d' spealic use expressed or Implied in the use of these plans spacing Is to be spaced and sized in accordance to table 32a. In addition to spacing, TOP PLATE TO 2 - Ifid COMMO PER FACE NAIL anchor bolls are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: I LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION U m 5). Refer to the Window and Door schedule for exterior openings, corners. TOP PLATES AT 4-l6d COMMON JOINTS FACE ROOF - FOUNDATIONDETAIL PAGE& GENERAL NOTE PAGE : INTERSECTIONS EA. SIDE NAIL 6). The General Contractor is to ensure that masonry or prefabraded fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS STUD NAILING SCHEDULE c C" m SEE GENERALN OTE PAGE q or exceeds manufactures specifications and applicable codes Type I exterior shear walls with a minimum of ]//,6 inch wood drudual panel on the exterior TO 2 -16d COMMON 24' FACE EGRESS EE FLOOR PLANS AND WINDOW SCHEDULE v ~oui w' Z attached with Bd common nails at 6" o c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAIL The General Contractor is to consult with the owner for all built-in items 1/2 Inch gypsum wallboard on the interior attached with Sd cooler nails at o c, at panel HEADER TO 16tl COMMON 16" O C. FACE FIRE PROTECTION Synt" z O such m bookcases, shelving, pantry, closed trims, etc edges and 10' o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 315a-b. TOP OR BOTTOM 2-16d COMMO PER2xa STUD END SMOKE & C02 DETECTORS SEE FLOOR PLANS y u o: s B). Wind load requirements shall be taken into account during commadioo PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL TRUSS DESIGN A- STANDARDSTICKFRAMECONSTRUCTION U 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: : FOUNDATION NOTES: Type ll extericrshearwalls shall meet the requirements of table 3.15a-h times the appropriate BOTTOM PLATE TO PER FACE NAIL ENERGY CALCULATIONS RESCHECK length adjustment factors in table 3.16 FLOOR JOIST, BAND JOIST, 2-16d COMMON FOOT SEE NOTE: 1.2 I) The General Contractor and Mason to review plans, elevahom, details and notes to END JOIST OR BLOCKING T CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 4 determine intended heights of finBhed floor(s) above typical grade INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: GROUND WIND SEISMIC F0.05T WINTER ICESHIELD 2). All footings to not on undatdrbed (virgin) soil Allowable sidewall lengths provided In table 3.14 shall be permitted to be Increased when NAIL NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS interior shearwalls are used. Sheathing and mnnedions shall be in accordance with JOINT DESCRIPTION 2.4QTM SPACING NOTES 3). Povide 1/2" expansion joint material between concrete slabs and abutting .42 and 2.2 4 respectively JOIST TO: PER TOE concrete or masonry wells occuring in exterior or unheated interior areas. 4 - ad COMMON 20 L85. 120 B SEVERE 3 FT. MODERATE SHIFITTO TO HEAVY MODERATE 11 YES 67. CONNECTIONS AROUND EXTERIOR WALL OPENINGS. SILL TOP PLATE OR GIRDER JOIST NAIL RI ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4). Any new Concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift coanedians in accordance BRIDGING EACH TOE be installed with d5 re-bar, 18" long at 12" o.c. Use approved with table 3.5 Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 -8d COMMON END NAIL epoxy for installation. 3.5. 5). Unless otherwise noted, all slabs on grade to be 2500 p.di Concrete to be BLOCKING EACH TOE SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 'z AT PANEL EDGES SUPPORTS IN THE PANEL FIELD poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior dabs 9). CATHEDRAL CEILING ASSEMBLY TO JOIST 2 ad COMMON END NAIL to be minimum 3-1/2 inch thick. All fill to be compacted to 95%relative density with Where a ridge is to he used as a n uctural beam, the rafters shall either be notched and BLOCKING TO EACH TOE 4' PERIMETER EDGE ZONE -id COMMON @ 6" O.C Ed COMMON @ WO C. SEE NOTES: L3 O 6" maximum lift, (layers). anchored on top of the beam or slope connectors shall be allached to each rafter-firs-ridge SILL OR TOP PLATE 3 -16d COMMolBLOCK NAIL ti INTERIOR ZONE 8d COMMON @ 6" O C 8d COMMON @ IT O C SEE NOTES: I (BOTH FIELDS) E.y 6). Cowl spaces to be pr along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP wided with .f are accos opening. Install one anached with the .hove requirements. 3-16d COMMON JOIEAIIH FACE NOTE:2 FOR FIELD GABLE ENDWALL RAKE AND RAKE TRUSS -Ed COMMON @ 4" CC Ed COMMON @ 4" O.C. SEE NOTES. 13 8x16 c GA os[ Iron foundation vent for every 150 150 sq sq.. k, o of area. TO BEAM IST NAIL . 1,3 ~ 'CWT Damppranf exterior offoundation with bituminom waling as per section 0.406 of DECK AND COVERED PORCH NOTES: JODT ON LEDGER 3 - So COMMON PER TOE y TO BEAM )CRT NAIL NOTES O z N.Y.S. Residential Construction Cade. A 6-mil polyethylene Dlm shall be applied doer 1)~ Unless otherwlse noted, .II framing materiel to be #1 ACQ pressure treated [..her BAND JOIST PER END the below grade portion of exterior walls prior to harkfilling. All fasteners, hangers and anchors to be,il,mixed or stainless steel. AND J01 3 16d COMMON )PER NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 0 TO JOIST 0) Drainage., per section R405 of N.Y.S. Rdndential Construction Cade. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOISTTO: 2.16d COMMON PER TOE NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, _y U Girders on concrete piers shall be anchored with proper steel innnedoo anchored SILL OR TOp PLATE FOOT SEE NOTE I the 4 foot perimeter edge zone attachments required shall be used. "C.1 ] FRAMING NOTES into concrete with a minimum 1/2"diax]"Ionganchor bolt with washers andmd F H 2) Tabulated 12 inch c.c. fall spacing assumes sheathing attached to rafter / tress framing members with G10.49, Z H 1). All framing techniques and methods as pre onpijve design of 2006 SBC High Wind 3). Posts supporting girders shall be anchored to a 12'x12"x12" thick Concrete forcing. JOINT DESCRIPTION QTY SPACING For framing members with <M42 <G<0.49, the nail spacing shall be reduced to 6 inches nc 0 00 Use o minimum 12" on, x B" long anchor bolt with washers and nuts. Facings Shall be 3 R 3) Tabulated 41nch ox nail spacing assumes sheathing to rafter/ truss framing members with G>049. For 1^ 2). Unless otherwise noted, all framing and stmctural wood material to be N2 + BTR below grade Porches with covered roofs shall have 12" dia. concrete piers for the girders STRUCTURAL PANEL ad AS PER TABLE 3.0 Dm lase Fn. aJ.Deck joists to have blocking at Bo o.d. WFCM S3C framing members with 0.42<G<049, the nail spacing shall he reduced to 3lnches cc. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: A CEILING SHEATHING: 3) Floors, walls, ceilings and rafters to be spaced at 16 inches o.h unless noted SHI otherwhe. Ledger minimum inch Flashing shall beinstalled between the and Hand ledger NAIL NAIL of to here SHEATHING LOCATION NAILSPACING NAIL SPACING AT INTEtMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE ed COMMON @ 6" O C I I Ed COMMON @ 12' O.C. SEE NOTE5:1, 3 ( BOTH FIELDS) #2 Ledger toed fastened to building with l/2"dia bolts with .,her, rs and null JOINT DESCRIPTION QTV SPACING 4) Union otherwise noted, all bearing wall headers to be (2) 2.10 +BTR. Doug. Fir. w needed. GYPSUM O.C. EDGE Bearing wall hearten to have jack studs and (2) full length studs on each side of all fi). Concrete piers shall be a minimum 6" above grade. NOTE 2 FOR PANEL FIELD WALLBOARD Sd COOLERS 1P O.C . FIELD apentngs. LVL headers i have e ( O jack studs add (2) full length studs on each side of INTERIOR 20NE 8d COMMON @ 6' O.C Bd COMMON @ 12" O.C. SEE NOTE: 3 opemngs. 1k,.fling wall 11 and 6`0 ad is shall also have ,If pl .r 2x4 will[ a . WALL SHEATHING: openings between tween 4'1 and 6'0 end 2.6 wall o ening, gs between 511 and d B9 8'9. Provide are All joists to be supported with hangers and anchors. Each Join shall also he anchored NOTES and blocking where applicable. p to girder(s) JOINT DESCRIPTION NAIL NAIL QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 5). All Hush beare/headers to be Installed with heavy duty galvinized hangers and 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL ad COMMO AS PERTABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall anchors where applicable to all connecting Joists. PLUMBING NOTES PANELS WFCM-SRC he used 7/16 ' 6d COMMO 3"O.C. EDGE 6). Double up noor fists under walls that run parallel to the floor join and under bathtub. 0. All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2) Tabulated 12 Inch o.c. nail spacing assumes sheathing attached to stod framing members with 0 Floats to have dera ceramlc tileiMalled shall be venFied for proper load capadtyunless noted Construction Code. GYPSUM O.C. EDGE on plans. WALLBOARD Sit COOLERS 10.. O.C. FIELD 6>0.49 For framing members with 0 42<6<, the nail spacings shall be reduced to 6Inches o.i, Provide 2 - 1-3/4" Mick mirrolams (height to match floor Imstr) around stairwell and/o 2). Verify septic system With the Engineer for Suffolk County Health Department approval. CJO Oa 3). For surfacer panel sldsng, gaMrtard box pads shall be permitted to be substituted for common rods. ;Z O other access openings unless otherwise noted (typical). FLOOR SHEATHING: NOTE: I~O..I Z 3) If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 8). Dormers running up rant rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION QTY SPACING C CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O. C. EDGE E EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 00 91C HVAC SYSTEM NOTES oft Less 8d COMMO 12" O C FIE D blocking/bridging in flum joists at BID o c Use solid blocking in floor joists under all bearing walls. 1). Mechanical subcontractor n responsible for adheering to all applicable codes and safety NOTES: Z= 1).PROVIDE S/8"TYPE.X SHEETROCK FIRE STOPPING AT IU'O MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. Q O~ 2) USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ ~S 10). Provide insulation baffles at area vents between rafters. Install draft blocking as requirements. 3). INSTALL I -Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. C/~V~ JO needed. THESE NOTES ARE ONLY TO BE REFERRED TO IF 2) HVAC subcontractor is to Polly inordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Se Seamn 8602.8 - FR EBLOCKING REQUIRED 0 O equipment supplier. FL 11). Unless otherwise noted, all roofs and walls to have a minimum I12" thick, op nFir 1). Nailing requirements are based on wall sheathing an Fnalki.clamg shall be provided to cut off all .....clad draft openings (both vertical and nelzontal) A O CDX exterior sheaihing grade plywood. Plywood to corer over plates and headers _ and to form an effective fire barrier between stories, and between a top story and the root space, .4ii r v oyem eraw ng an. SUOm r 111. me Lleneral failed 6" sIcenter at the panel edge. If wall sheathing 12). Unless otherwise noted use 3J4' thick T&6 PFS Fir or Advantach d subfloor Contractor and Owner for final review and approval. Is nailed 3"On-center at the panel edge to obtain higher tPeblock ng fi sil be provided in woad-frame conetmct su in the following lomhom. adhered with PL400 adhesive and screwed to floor "Distr. Finished floor obe installed shear capacities, nailing R- re 1). In concealed spaces of stud walls and partM1ons,Including furred spaces, at the ceiling and floor ELECTRICAL NOTES: ralte for structural over mbfloor US per manufacture's instmctions, members shall be doubled, , or alternate connection, leveh Concealed horizontal furred spaces shall also be drebiodeed at intervals not exceeding 10 11fW~ ~f 1) All eleddral to be installed is per N.Y.S. Residential Construction Code. such in shear plates. Shall be used to maintain load path. 13). All bathroom walls to have 1/2" thick moisture-resistant Eheetrokk Garage walls and I feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblockmg in walls constructed using parallel rows of studs or staggered studs. y a callings and over furnace to have 5/3" thick type-x sheetrock All other parts of building 2). All electrical work shall be approved by a qualified Underwriter 2). When Wall Sheathing Is continuous over connected to have regular 1/2" sheetrock. All walls to be taped and finil members.the tabulated number of nails shall he permitted 2) 3). Install Smoke detectors and Carbon Monoxide detector, throughout as per section 1131] to be reduced of -l6d nail per foot r At all interconnections between concealed vertical and horizontal space such as occur at soffits. 7 5'' DRAWN MFT /MS drop ceilings and cave ceilings. SCALE: I/4"=I'-0" 14). All mOf with a pack less than 4d2 shall be Installed with as Ice 6 Water banner or of N Y.S. Residential Construction Cede. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 3), torch down type material Over. 3). In concealed spaces between stair stringers the top and bottom of the run. Enclosed spaces 'I kar C+1~ ]OH under stairs shall comply with Section R314 8. N V.5 Residential Code. August 16) All sill plates and wood In contact with concrete to he pressure treated. 5111 plates to 4) 31, ?01? be installed with a foam sill gasket and cop-r-tau termite shield or approved equal 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of SHEET NUMBER: Flame and products of combustion. by PAINTER TO PRIME AMU PAINT ALL GOON EIS4ES TO MAINTAIN --DIMENSIONS AND CH1TFC1Or ANYOascat ANCIEt-LIWLLN iHEOMWINCS,iHLSPE[IHCAPONS, ANOTHENLLV CONOIPONS.ANn SHALL RECIV[Si CIARIklCAT10N NFFORECOMMENCINLWO0.R CONTMETORC=.ERIFY AIL I GENER4L CONTRACTOR iO GOOROINd 5). For the fireblockmg of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Cade A-11 MANUFACNRE0.5 WARNANry ANU SHALL BE INSPFCLEU TO VERIfYALL WJNR OIMFNSIONEA-.-UONSAT10a SITE, INCWUIN4 NILUrNL ANOSITE[IFARANCES FOR OELIVE0.V OF EQUIPMENT AND MATERIALS. AND REMEDY ALL DISCREPANCIES WITH ARCHIFUT PRIOR TO Ifn COMMENCEMWT OP ONTINVATIONOEWORk ACTOR TO COORDINATE MEETING WRH OWNER6 FOR APPROVAL - 4LL GENERAL CONTRACTOR SHALL on RESPONSIBLE FOR ALL TWILONG DEPARTMENT INePEOTIONS I. PWMBING, ANO HVAC PRIOR TO IIuIU ATIN6 ANp aHEEIROCKING AND SHALL AECORE THE C er 0 PRIOR TO RECEIVING FINAL PAYMENT ROM OWN ,